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Tender Value
₹8.6 Cr
EMD Value
₹5.8 L
Closing Date
2 Apr 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.
17 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)
As per Railway Board's letter No. 2017/CE-I/CT/9 dated 31.05.2023, Contractor's e-MB is applicable for this tender.
CTR 27.275Kms, TSR 5.11 Kms, TRR 10.14 Kms, TFR 62.997 Kms and TBR 47.27 Kms under Sr. Divisional Engineer (Central) Jurisdiction.
DRMW-JBP-34-2026~WCR
DRMW-JBP-34-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹5.8 L
2 Apr 2026
6 Mar 2026
19 Mar 2026
94 items across 2 schedules · ₹10,22,51,384.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | More than 40 m long rail panel | RM 75330.00 | — | 15.18 | 11,43,509.4 |
| 2 | For Through Rail Renewal work | TRM 37415.00 | — | 47.04 | 17,60,001.6 |
| 3 | For Casual/Scattered Rail Renewal work | RM 500.00 | — | 37.25 | 18,625 |
| 4 | For Through Rail Renewal work | TRM 37415.00 | — | 48.48 | 18,13,879.2 |
| 5 | For Casual/Scattered Rail Renewal work | RM 500.00 | — | 39.44 | 19,720 |
| 6 | For PSC wider base sleepers - For location of work not involving deep screening | Each 3229.00 | — | 375.18 | 12,11,456.22 |
| 7 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each 51228.00 | — | 209.14 | 1,07,13,823.92 |
| 8 | Extra to item no. 062011, 062012, 062013 and 062014 for sleepers lying on slope / toe of bank beyond initial height of 5 metres. | Each 1089.00 | — | 43.35 | 47,208.15 |
| 9 | Locations other than Ballasted Deck Bridge | Each 150.00 | — | 496.88 | 74,532 |
| 10 | Fish plates with 4 fish bolts. | Joint 297.00 | — | 225.92 | 67,098.24 |
| 11 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper 104575.00 | — | 36.22 | 37,87,706.5 |
| 12 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC 12917.00 | — | 4.6 | 59,418.2 |
| 13 | 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 2178.00 | — | 58.59 | 1,27,609.02 |
| 14 | 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 107715.00 | — | 6.13 | 6,60,292.95 |
| 15 | GRSP | Each 1000.00 | — | 21.79 | 21,790 |
| 16 | ERCs | Each 1200.00 | — | 7.28 | 8,736 |
| 17 | Metal/GFN Liners | Each 800.00 | — | 4.85 | 3,880 |
| 18 | Rail section of 52Kg and above | Each 4586.00 | — | 152.2 | 6,97,989.2 |
| 19 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block c o n d i t i o n s as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking 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 48.00 | — | 9,121.79 | 4,37,845.92 |
| 20 | Sleepers up to 2.85 m length | Each 50.00 | — | 638.42 | 31,921 |
| 21 | Sleepers of length more than 2.85 m and up to 4.20 m | Each 80.00 | — | 879.25 | 70,340 |
| 22 | Sleepers of more than 4.20 m length | Each 50.00 | — | 1,385.21 | 69,260.5 |
| 23 | Depth of 200 mm below bottom of sleeper - For Plain Track : | TRM 30000.00 | — | 490.56 | 1,47,16,800 |
| 24 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM 5440.00 | — | 541.29 | 29,44,617.6 |
| 25 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM 1366.00 | — | 609.95 | 8,33,191.7 |
| 26 | 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 37440.00 | — | 187.56 | 70,22,246.4 |
| 27 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM 30000.00 | — | 29.01 | 8,70,300 |
| 28 | 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 115522.00 | — | 27.59 | 31,87,251.98 |
| 29 | Under Traffic Block Conditions: | cum 40000.00 | — | 55.06 | 22,02,400 |
| 30 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM 37825.00 | — | 144.51 | 54,66,090.75 |
| 31 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM 42935.00 | — | 111.16 | 47,72,654.6 |
| 32 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM 5000.00 | — | 186.72 | 9,33,600 |
| 33 | Without Rail tensor | TRM 149841.00 | — | 50.9 | 76,26,906.9 |
| 34 | With 2 bolts | Set 608.00 | — | 115.97 | 70,509.76 |
| 35 | 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 r e q u i r e d 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 80.00 | — | 1,884.92 | 1,50,793.6 |
| 36 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each 1536.00 | — | 418.82 | 6,43,307.52 |
| 37 | For 60 Kg Rails | RM 1500.00 | — | 59.67 | 89,505 |
| 38 | For 60 Kg Rails | TRM 1000.00 | — | 81.69 | 81,690 |
| 39 | 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 608.00 | — | 22.97 | 13,965.76 |
| 40 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re- fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM 41630.00 | — | 16.4 | 6,82,732 |
| 41 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM 41630.00 | — | 41.13 | 17,12,241.9 |
| 42 | Removal of screened muck discharged by BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM 3000.00 | — | 31.23 | 93,690 |
| 43 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM 10000.00 | — | 2.9 | 29,000 |
| 44 | Extra to item nos. from 154030 and 154040 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track in cutting. | TRM 1000.00 | — | 6.04 | 6,040 |
| 45 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | TRM 41630.00 | — | 21.64 | 9,00,873.2 |
| 46 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM 41630.00 | — | 38.77 | 16,13,995.1 |
| 47 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM 38630.00 | — | 34.67 | 13,39,302.1 |
| 48 | For day time block working | TRM 71636.00 | — | 19.88 | 14,24,123.68 |
| 49 | 60 Kg - 110/90 UTS - Outside Track | Each 768.00 | — | 261.75 | 2,01,024 |
| 50 | 60 Kg - 110/90 UTS - On Running Line | Each 752.00 | — | 331.17 | 2,49,039.84 |
| 51 | On Running Line | Each 1504.00 | — | 71.32 | 1,07,265.28 |
| 52 | 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 1216.00 | — | 39.72 | 48,299.52 |
| 53 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT 150.00 | — | 134.38 | 20,157 |
| 54 | For lead up to 500 metre. | MT 1443.00 | — | 403.67 | 5,82,495.81 |
| 55 | For lead beyond 500 metre and up to 1 Km. | MT 1443.00 | — | 520.17 | 7,50,605.31 |
| 56 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT 2886.00 | — | 180.54 | 5,21,038.44 |
| 57 | From wagons during period of traffic block where handling by mechanical means is not possible | MT 120.00 | — | 185.12 | 22,214.4 |
| 58 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT 962.00 | — | 100.82 | 96,988.84 |
| 59 | During period of traffic block | MT 3528.00 | — | 30.73 | 1,08,415.44 |
| 60 | Lead up to 5 Km | MT 100.00 | — | 175.92 | 17,592 |
| 61 | Lead beyond 5 Km and up to 10 km | MT 50.00 | — | 218.17 | 10,908.5 |
| 62 | Lead beyond 10 Km and up to 20 km | MT 20.00 | — | 275.73 | 5,514.6 |
| 63 | Lead beyond 20 Km and up to 30 km | MT 20.00 | — | 345.9 | 6,918 |
| 64 | Lead beyond 30 Km and up to 50 km | MT 20.00 | — | 443.4 | 8,868 |
| 65 | Lead beyond 50 Km and up to 100 Km | MT 20.00 | — | 655.86 | 13,117.2 |
| 66 | Lead beyond 100 Km and up to 150 Km | MT 1266.00 | — | 973.94 | 12,33,008.04 |
| 67 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km 316500.00 | — | 3.25 | 10,28,625 |
| 68 | Lead up to 5 Km | MT 50.00 | — | 53.94 | 2,697 |
| 69 | Lead beyond 5 Km and up to 10 km | MT 50.00 | — | 96.2 | 4,810 |
| 70 | Lead beyond 10 Km and up to 20 km | MT 50.00 | — | 153.76 | 7,688 |
| 71 | Lead beyond 20 Km and up to 30 km | MT 50.00 | — | 223.92 | 11,196 |
| 72 | Lead beyond 30 Km and up to 50 km | MT 50.00 | — | 321.42 | 16,071 |
| 73 | Lead beyond 50 Km and up to 100 Km | MT 50.00 | — | 533.89 | 26,694.5 |
| 74 | Lead beyond 100 Km and up to 150 Km | MT 6386.00 | — | 851.96 | 54,40,616.56 |
| 75 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km 1500300.00 | — | 3.25 | 48,75,975 |
| 76 | From DMT - During period of traffic block | MT 15370.00 | — | 174.86 | 26,87,598.2 |
| 77 | From Truck / Trailer | MT 5324.00 | — | 98.23 | 5,22,976.52 |
| 78 | From Truck / Trailer | MT 100.00 | — | 103.01 | 10,301 |
| 79 | P.Way fittings of all types and other similar loose items | MT 336.00 | — | 406 | 1,36,416 |
| 80 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM 72.00 | — | 189.07 | 13,613.04 |
| 81 | 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 36.00 | — | 1,100.28 | 39,610.08 |
| 82 | Fixing of Railway's existing precast concrete slabs of different sizes in position for level crossings / trolley path and filling gap between check rail / running rail, slabs, approaches etc. with asphalt complete and as directed. | Sqm 2000.00 | — | 99.88 | 1,99,760 |
| 83 | 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 2.00 | — | 4,423.89 | 8,847.78 |
| 84 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set 2.00 | — | 3,836.54 | 7,673.08 |
| 85 | Drilling holes 25mm to 40mm dia. with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. | Each 140.00 | — | 66.33 | 9,286.2 |
| 86 | 18 mm dia. | Each 30.00 | — | 2,163.22 | 64,896.6 |
| 87 | 26.5 mm dia. | Each 30.00 | — | 3,334.25 | 1,00,027.5 |
| 88 | Hand Gloves Leather (Left Hand & Right Hand) | Set 30.00 | — | 335.15 | 10,054.5 |
| 89 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 100.00 | — | 830.66 | 83,066 |
| 90 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour 100.00 | — | 1,123.37 | 1,12,337 |
| Schedule total | ₹10,16,98,779.35 | ||||
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