Loading
Loading…
Loading…
Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
9 Oct 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
The local content requirement for this work is minimum 50%forMake in India compliance. If the tenderer does not submit the required local content percentage in the proposal submitted, the proposal will be summarily rejected. The tenderer has to enter the local content percentage as required, under Sr. No. 2ofCommercial-Compliance with their offer
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 form of BankGuarantee, "The Original Bank Guarantee should be delivered inperson Receive and Dispatch Section of this office (i.e. DRMoffice, Engineering Branch, West Central Railway,Jabalpur) before closing date for submission of bids (i.e. excludingthe last date of submission of bids)."
TSR 4.448 Km , TRR 10.20 Km and TFR(R) 99.00 Km { rubber pad only} on Katni Singrauli Section under jurisdiction of Divisional Engineer (EAST) Jabalpur
DRMW-JBP-186-2026~WCR
DRMW-JBP-186-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹6.2 L
9 Oct 2026
15 Sept 2026
25 Sept 2026
94 items across 3 schedules · ₹3,34,07,371.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | More than 40 m long rail panel | RM | 20400.00 | 15.18 | 3,09,672 |
| 2 | For Through Rail Renewal work | TRM | 10200.00 | 47.04 | 4,79,808 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 37.25 | 18,625 |
| 4 | For Through Rail Renewal work | TRM | 10200.00 | 48.48 | 4,94,496 |
| 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 | 500.00 | 375.18 | 1,87,590 |
| 7 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 10790.00 | 209.14 | 22,56,620.6 |
| 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 | 226.00 | 43.35 | 9,797.1 |
| 9 | Locations other than Ballasted Deck Bridge | Each | 200.00 | 496.88 | 99,376 |
| 10 | Ballasted Deck Bridge | Each | 150.00 | 586.85 | 88,027.5 |
| 11 | Fish plates with 4 fish bolts. | Joint | 161.00 | 225.92 | 36,373.12 |
| 12 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in-Charge. Note: GRSP will be supplied at SSE/stores/depot. | Sleeper | 164340.00 | 33.61 | 55,23,467.4 |
| 13 | 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 | 81499.00 | 4.6 | 3,74,895.4 |
| 14 | 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 | 3260.00 | 58.59 | 1,91,003.4 |
| 15 | 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 | 49096.00 | 6.13 | 3,00,958.48 |
| 16 | Rail section of 52Kg and above | Each | 3095.00 | 152.2 | 4,71,059 |
| 17 | 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 | 12.00 | 9,121.79 | 1,09,461.48 |
| 18 | Sleepers up to 2.85 m length | Each | 75.00 | 638.42 | 47,881.5 |
| 19 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 150.00 | 879.25 | 1,31,887.5 |
| 20 | Sleepers of more than 4.20 m length | Each | 75.00 | 1,385.21 | 1,03,890.75 |
| 21 | Depth of 200 mm below bottom of sleeper - For Plain Track : | TRM | 798.00 | 490.56 | 3,91,466.88 |
| 22 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 3650.00 | 609.95 | 22,26,317.5 |
| 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 | 798.00 | 187.56 | 1,49,672.88 |
| 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 | 798.00 | 29.01 | 23,149.98 |
| 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 | 30000.00 | 27.59 | 8,27,700 |
| 26 | Under Traffic Block Conditions: | cum | 5000.00 | 55.06 | 2,75,300 |
| 27 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 4448.00 | 144.51 | 6,42,780.48 |
| 28 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 4448.00 | 111.16 | 4,94,439.68 |
| 29 | 1 in 8½ PSC layout | Set | 5.00 | 12,021.37 | 60,106.85 |
| 30 | 1 in 12 PSC layout | Set | 10.00 | 15,640.49 | 1,56,404.9 |
| 31 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 3000.00 | 186.72 | 5,60,160 |
| 32 | Without Rail tensor | TRM | 113648.00 | 50.9 | 57,84,683.2 |
| 33 | With 2 bolts | Set | 320.00 | 115.97 | 37,110.4 |
| 34 | 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 | 24.00 | 1,884.92 | 45,238.08 |
| 35 | 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 | 736.00 | 418.82 | 3,08,251.52 |
| 36 | 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 | 25000.00 | 15.62 | 3,90,500 |
| 37 | For 60 Kg Rails | RM | 1596.00 | 59.67 | 95,233.32 |
| 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 | 324.00 | 22.97 | 7,442.28 |
| 40 | For day time block working | TRM | 4448.00 | 19.88 | 88,426.24 |
| 41 | 60 Kg - 110/90 UTS - Outside Track | Each | 132.00 | 261.75 | 34,551 |
| 42 | 60 Kg - 110/90 UTS - On Running Line | Each | 212.00 | 331.17 | 70,208.04 |
| 43 | On Running Line | Each | 424.00 | 71.32 | 30,239.68 |
| 44 | 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 | 643.00 | 39.72 | 25,539.96 |
| 45 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 30.00 | 134.38 | 4,031.4 |
| 46 | For lead up to 500 metre. | MT | 30.00 | 403.67 | 12,110.1 |
| 47 | For lead beyond 500 metre and up to 1 Km. | MT | 30.00 | 520.17 | 15,605.1 |
| 48 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 60.00 | 180.54 | 10,832.4 |
| 49 | During period of traffic block | MT | 1224.00 | 30.73 | 37,613.52 |
| 50 | Lead up to 5 Km | MT | 20.00 | 175.92 | 3,518.4 |
| 51 | Lead beyond 5 Km and up to 10 km | MT | 20.00 | 218.17 | 4,363.4 |
| 52 | Lead beyond 10 Km and up to 20 km | MT | 20.00 | 275.73 | 5,514.6 |
| 53 | Lead beyond 20 Km and up to 30 km | MT | 20.00 | 345.9 | 6,918 |
| 54 | Lead beyond 30 Km and up to 50 km | MT | 40.00 | 443.4 | 17,736 |
| 55 | Lead beyond 50 Km and up to 100 Km | MT | 40.00 | 655.86 | 26,234.4 |
| 56 | Lead beyond 100 Km and up to 150 Km | MT | 276.00 | 973.94 | 2,68,807.44 |
| 57 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 110400.00 | 3.25 | 3,58,800 |
| 58 | Lead up to 5 Km | MT | 20.00 | 53.94 | 1,078.8 |
| 59 | Lead beyond 5 Km and up to 10 km | MT | 20.00 | 96.2 | 1,924 |
| 60 | Lead beyond 10 Km and up to 20 km | MT | 20.00 | 153.76 | 3,075.2 |
| 61 | Lead beyond 20 Km and up to 30 km | MT | 20.00 | 223.92 | 4,478.4 |
| 62 | Lead beyond 30 Km and up to 50 km | MT | 20.00 | 321.42 | 6,428.4 |
| 63 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 533.89 | 53,389 |
| 64 | Lead beyond 100 Km and up to 150 Km | MT | 1725.00 | 851.96 | 14,69,631 |
| 65 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 431250.00 | 3.25 | 14,01,562.5 |
| 66 | From DMT - During period of traffic block | MT | 1860.00 | 174.86 | 3,25,239.6 |
| 67 | From Truck / Trailer | MT | 1640.00 | 98.23 | 1,61,097.2 |
| 68 | From Truck / Trailer | MT | 135.00 | 103.01 | 13,906.35 |
| 69 | P.Way fittings of all types and other similar loose items | MT | 300.00 | 406 | 1,21,800 |
| 70 | 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 | 54.00 | 189.07 | 10,209.78 |
| 71 | 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 | 14.00 | 1,100.28 | 15,403.92 |
| 72 | 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 | 500.00 | 99.88 | 49,940 |
| 73 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS Sheet of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. | Each | 6.00 | 4,870.61 | 29,223.66 |
| 74 | 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 | 45.00 | 1,230.31 | 55,363.95 |
| 75 | 18 mm dia. | Each | 18.00 | 2,163.22 | 38,937.96 |
| 76 | 26.5 mm dia. | Each | 18.00 | 3,334.25 | 60,016.5 |
| 77 | Hand Gloves Leather (Left Hand & Right Hand) | Set | 18.00 | 335.15 | 6,032.7 |
| 78 | 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 | 1200.00 | 157.89 | 1,89,468 |
| 79 | 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 | 150000.00 | 0.76 | 1,14,000 |
| 80 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 80.00 | 830.66 | 66,452.8 |
| 81 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 80.00 | 1,123.37 | 89,869.6 |
| Schedule total | ₹2,91,21,837.18 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Splcond.LetterofCredit.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
ACS8to10ofIRGCCApril2022.pdf
ATTACHMENT
ACSno.11dated13.03.2026_compressed.pdf
ATTACHMENT
ACSno.12dated12.08.2026.pdf
ATTACHMENT
PreferencetoMakeinIndialetterdated20.08.20242.pdf
ATTACHMENT
PCRCIRCULARNO.17_2015-16.pdf
ATTACHMENT
Correctionslipno.1PCRCIRCULARNO.17_2015-16.pdf
ATTACHMENT
Specialconditionofwork.pdf
ATTACHMENT
TD.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .