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Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
13 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 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).
Enhancement of CSL/CSR of lines at Guramkhedi, Bankhedi, Gadarwara, Bohani, Karakbel and Bheraghat stations of Itarsi-Jabalpur section under Senior Divisional Engineer (South) Jabalpur Jurisdiction.
DRMW-JBP-14-2026~WCR
DRMW-JBP-14-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.2 L
13 Feb 2026
21 Jan 2026
30 Jan 2026
271 items across 6 schedules · ₹1,46,33,291.07 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 2 | Up to 40 m long rail panel | RM | 200.00 | 9.6 | 1,920 |
| 3 | More than 40 m long rail panel | RM | 100.00 | 15.18 | 1,518 |
| 4 | For Through Rail Renewal work | TRM | 200.00 | 47.04 | 9,408 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 100.00 | 37.25 | 3,725 |
| 6 | For Through Rail Renewal work | TRM | 200.00 | 48.48 | 9,696 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 100.00 | 39.44 | 3,944 |
| 8 | For location of work not involving deep screening | Each | 200.00 | 357.31 | 71,462 |
| 9 | For location of work involving deep screening (deep screening to be paid separately). | Each | 300.00 | 199.19 | 59,757 |
| 10 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 200.00 | 375.18 | 75,036 |
| 11 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 300.00 | 209.14 | 62,742 |
| 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 | 1800.00 | 4.6 | 8,280 |
| 13 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 600.00 | 2.42 | 1,452 |
| 14 | 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 | 200.00 | 6.43 | 1,286 |
| 15 | 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 | 1000.00 | 58.59 | 58,590 |
| 16 | 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 | 300.00 | 6.13 | 1,839 |
| 17 | Hole of dia. 26.5mm and above | Each | 100.00 | 279.14 | 27,914 |
| 18 | Hole of dia. below 26.5mm | Each | 50.00 | 179.79 | 8,989.5 |
| 19 | Rail section of 52Kg and above | Each | 200.00 | 152.2 | 30,440 |
| 20 | Under Traffic Block Conditions | Set | 4.00 | 7,909.82 | 31,639.28 |
| 21 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 4.00 | 9,533.51 | 38,134.04 |
| 22 | 1 in 8½ Turnout (Under Traffic Block) | Set | 2.00 | 32,787.23 | 65,574.46 |
| 23 | 1 in 12 Turnout (Under Traffic Block) | Set | 4.00 | 37,570.36 | 1,50,281.44 |
| 24 | 1 in 12 Turnouts | Set | 4.00 | 72,275.93 | 2,89,103.72 |
| 25 | Derailing Switch | Set | 1.00 | 15,428.6 | 15,428.6 |
| 26 | 1 in 12 Turnouts | Set | 1.00 | 25,138.11 | 25,138.11 |
| 27 | 1 in 12 Points & Crossing | Set | 4.00 | 19,141.87 | 76,567.48 |
| 28 | For 1 in 12 Points & Crossing | Set | 4.00 | 10,439.93 | 41,759.72 |
| 29 | For Derailing Switch | Set | 1.00 | 6,105.01 | 6,105.01 |
| 30 | Sleepers up to 2.85 m length | Each | 30.00 | 638.42 | 19,152.6 |
| 31 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 20.00 | 879.25 | 17,585 |
| 32 | Sleepers of more than 4.20 m length | Each | 10.00 | 1,385.21 | 13,852.1 |
| 33 | 1 in 12 Turnout | Set | 4.00 | 4,360.61 | 17,442.44 |
| 34 | 1 in 12 Switch Assembly | Set | 4.00 | 15,475.7 | 61,902.8 |
| 35 | Depth of 250 mm below bottom of sleeper of Plain Track | TRM | 200.00 | 434.76 | 86,952 |
| 36 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 300.00 | 695.61 | 2,08,683 |
| 37 | Loading Railway's ballast, collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. | cum | 250.00 | 41.21 | 10,302.5 |
| 38 | Under Traffic Block Conditions: | cum | 250.00 | 55.06 | 13,765 |
| 39 | For 60 Kg/60EI - R260 grade Rail | Each | 60.00 | 6,534.38 | 3,92,062.8 |
| 40 | For 52 Kg - 90/72 UTS Rail | Each | 10.00 | 4,584.34 | 45,843.4 |
| 41 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 1100.00 | 461.58 | 5,07,738 |
| 42 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 140.00 | 46.99 | 6,578.6 |
| 43 | For sleeper density of 1540 sleepers per km | TRM | 50.00 | 289.88 | 14,494 |
| 44 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 300.00 | 109.42 | 32,826 |
| 45 | For PSC Sleeper | TRM | 300.00 | 93.84 | 28,152 |
| 46 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 100.00 | 131.38 | 13,138 |
| 47 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 300.00 | 144.51 | 43,353 |
| 48 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 100.00 | 101.06 | 10,106 |
| 49 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 300.00 | 111.16 | 33,348 |
| 50 | 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 | 12.00 | 1,884.92 | 22,619.04 |
| 51 | For 60 Kg Rails | RM | 300.00 | 59.67 | 17,901 |
| 52 | For 60 Kg Rails | TRM | 500.00 | 81.69 | 40,845 |
| 53 | For 52 Kg Rails | TRM | 600.00 | 72.58 | 43,548 |
| 54 | 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 | 70.00 | 22.97 | 1,607.9 |
| 55 | 60 Kg - 110/90 UTS - Outside Track | Each | 20.00 | 261.75 | 5,235 |
| 56 | 60 Kg - 110/90 UTS - On Running Line | Each | 80.00 | 331.17 | 26,493.6 |
| 57 | 52 Kg - 90 UTS- On Running Line | Each | 20.00 | 268.91 | 5,378.2 |
| 58 | For lead up to 500 metre. | MT | 75.00 | 403.67 | 30,275.25 |
| 59 | For lead beyond 500 metre and up to 1 Km. | MT | 75.00 | 520.17 | 39,012.75 |
| 60 | For lead up to 500 metres | MT | 75.00 | 314.3 | 23,572.5 |
| 61 | For lead beyond 500 metre and up to 1 Km | MT | 75.00 | 465.38 | 34,903.5 |
| 62 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 321.42 | 32,142 |
| 63 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 851.96 | 85,196 |
| 64 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 20000.00 | 3.25 | 65,000 |
| 65 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 100.00 | 410.31 | 41,031 |
| 66 | All type of PSC sleepers | MT | 100.00 | 447.11 | 44,711 |
| 67 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 40.00 | 4,292.55 | 1,71,702 |
| 68 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 50.00 | 1,123.37 | 56,168.5 |
| 69 | Tractor with Trolley for local transportation or other misc. works. | Hour | 40.00 | 291.34 | 11,653.6 |
| Schedule total | ₹38,84,159.44 | ||||
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