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Tender Value
₹3.9 Cr
EMD Value
₹3.5 L
Closing Date
13 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.
17 conditions · 2 needing a document upload
Tenderers are instructed to kindly peruse the contents of attached document "Special conditions of letter of credit as mode of Payment" before exercising the option of payment through letter of credit as mode of payment.
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 Guarantee should be worth on adequate stamp duty. Further, as per Advance Correction Slip No. 5 dated 20.10.2023 "The Original Bank Guarantee should be delivered in person in this office (i.e. in Receive and Dispatch Section of 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).
CTR - 4.827 Km, TBR 1.259 Km, TTR (FS+TWS+WCMS) 1/12 - 9 no., 1/8.5 - 43 no., TTR (TWS+WCMSC) 1/12 - 3 no., 1/8.5 - 15 no. and TSR of turnout 1 in 12 - 1 no., 1 in 8.5 - 3 no. in connection with Improvement to yards under Senior Divisional Engineer (South) section on Itarsi-Jabalpur section.
DRMW-JBP-207-2025~WCR
DRMW-JBP-207-2025
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹3.5 L
13 Jan 2026
19 Dec 2025
30 Dec 2025
93 items across 1 schedule · ₹3,94,30,760.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 3 | For Through Rail Renewal work | TRM | 6647.00 | 48.48 | 3,22,246.56 |
| 4 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 2973.00 | 375.18 | 11,15,410.14 |
| 5 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 4460.00 | 209.14 | 9,32,764.4 |
| 6 | Locations other than Ballasted Deck Bridge | Each | 8521.00 | 496.88 | 42,33,914.48 |
| 7 | Ballasted Deck Bridge | Each | 13.00 | 586.85 | 7,629.05 |
| 8 | Fish plates with 4 fish bolts. | Joint | 5.00 | 225.92 | 1,129.6 |
| 9 | 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 | 33565.00 | 4.6 | 1,54,399 |
| 10 | 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 | 520.00 | 58.59 | 30,466.8 |
| 11 | 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 | 9654.00 | 6.13 | 59,179.02 |
| 12 | By using Contractor's Grease Graphite | Each | 1537.00 | 41.73 | 64,139.01 |
| 13 | 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 | 154.00 | 428.9 | 66,050.6 |
| 14 | Rail section of 52Kg and above | Each | 1407.00 | 152.2 | 2,14,145.4 |
| 15 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions 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 | 10.00 | 9,121.79 | 91,217.9 |
| 16 | 1 in 8½ Turnout (Under Traffic Block) | Set | 43.00 | 32,787.23 | 14,09,850.89 |
| 17 | 1 in 12 Turnout (Under Traffic Block) | Set | 9.00 | 37,570.36 | 3,38,133.24 |
| 18 | 1 in 8½ Turnouts | Set | 15.00 | 18,963.26 | 2,84,448.9 |
| 19 | 1 in 12 Turnouts | Set | 3.00 | 21,866.58 | 65,599.74 |
| 20 | 1 in 8½ Turnouts | Set | 43.00 | 62,261.56 | 26,77,247.08 |
| 21 | 1 in 12 Turnouts | Set | 9.00 | 72,275.93 | 6,50,483.37 |
| 22 | Sleepers up to 2.85 m length | Each | 129.00 | 638.42 | 82,356.18 |
| 23 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 191.00 | 879.25 | 1,67,936.75 |
| 24 | Sleepers of more than 4.20 m length | Each | 104.00 | 1,385.21 | 1,44,061.84 |
| 25 | 1 in 8½ Turnout | Set | 15.00 | 3,981.3 | 59,719.5 |
| 26 | 1 in 12 Turnout | Set | 3.00 | 4,360.61 | 13,081.83 |
| 27 | For 1 in 12 Turnouts | Set | 3.00 | 32,108.76 | 96,326.28 |
| 28 | For 1 in 8.5 Turnouts | Set | 15.00 | 25,687.01 | 3,85,305.15 |
| 29 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM | 4995.00 | 541.29 | 27,03,743.55 |
| 30 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 2889.00 | 609.95 | 17,62,145.55 |
| 31 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 126.00 | 866.06 | 1,09,123.56 |
| 32 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 2363.00 | 975.91 | 23,06,075.33 |
| 33 | 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 | 38753.00 | 5.8 | 2,24,767.4 |
| 34 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 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 for 1 TRM in station yard / cutting. | Each | 3043.00 | 12.09 | 36,789.87 |
| 35 | 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 | 5121.00 | 187.56 | 9,60,494.76 |
| 36 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 2539.00 | 29.01 | 73,656.39 |
| 37 | 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 | 6086.00 | 27.59 | 1,67,912.74 |
| 38 | Under Traffic Block Conditions: | cum | 5550.00 | 55.06 | 3,05,583 |
| 39 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 8114.00 | 144.51 | 11,72,554.14 |
| 40 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 8010.00 | 111.16 | 8,90,391.6 |
| 41 | 1 in 8½ PSC layout | Set | 61.00 | 12,021.37 | 7,33,303.57 |
| 42 | 1 in 12 PSC layout | Set | 13.00 | 15,640.49 | 2,03,326.37 |
| 43 | Without Rail tensor | TRM | 6086.00 | 50.9 | 3,09,777.4 |
| 44 | With 2 bolts | Set | 565.00 | 115.97 | 65,523.05 |
| 45 | 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 | 331.00 | 1,884.92 | 6,23,908.52 |
| 46 | 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 | 2965.00 | 33.94 | 1,00,632.1 |
| 47 | For 60 Kg Rails | RM | 9654.00 | 59.67 | 5,76,054.18 |
| 48 | 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 | 560.00 | 22.97 | 12,863.2 |
| 49 | 1 in 12 Turnout | Set | 12.00 | 1,364.03 | 16,368.36 |
| 50 | 1 in 8½ Turnout | Set | 58.00 | 884.78 | 51,317.24 |
| 51 | Kilometre & Gradient post | Each | 3.00 | 102.93 | 308.79 |
| 52 | Hectometre Post | Each | 13.00 | 119.52 | 1,553.76 |
| 53 | For day time block working | TRM | 1259.00 | 19.88 | 25,028.92 |
| 54 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 61.00 | 9,768.62 | 5,95,885.82 |
| 55 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 13.00 | 11,372.8 | 1,47,846.4 |
| 56 | 60 Kg - 110/90 UTS - Outside Track | Each | 97.00 | 261.75 | 25,389.75 |
| 57 | 60 Kg - 110/90 UTS - On Running Line | Each | 804.00 | 331.17 | 2,66,260.68 |
| 58 | 52 Kg - 90 UTS- On Running Line | Each | 97.00 | 268.91 | 26,084.27 |
| 59 | Outside Track | Each | 97.00 | 53.95 | 5,233.15 |
| 60 | On Running Line | Each | 1512.00 | 71.32 | 1,07,835.84 |
| 61 | 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 | 705.00 | 39.72 | 28,002.6 |
| 62 | In wagons not involving traffic block or on lines not opened to traffic but handling by mechanical means is not possible | MT | 538.00 | 170.64 | 91,804.32 |
| 63 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 642.00 | 134.38 | 86,271.96 |
| 64 | For lead up to 500 metre. | MT | 232.00 | 403.67 | 93,651.44 |
| 65 | For lead beyond 500 metre and up to 1 Km. | MT | 268.00 | 520.17 | 1,39,405.56 |
| 66 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 97.00 | 61.89 | 6,003.33 |
| 67 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 500.00 | 180.54 | 90,270 |
| 68 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 579.00 | 185.12 | 1,07,184.48 |
| 69 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 538.00 | 100.82 | 54,241.16 |
| 70 | During period of traffic block | MT | 579.00 | 30.73 | 17,792.67 |
| 71 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 2196.00 | 106.6 | 2,34,093.6 |
| 72 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 1932.00 | 133.94 | 2,58,772.08 |
| 73 | For lead up to 500 metres | MT | 969.00 | 314.3 | 3,04,556.7 |
| 74 | For lead beyond 500 metre and up to 1 Km | MT | 1035.00 | 465.38 | 4,81,668.3 |
| 75 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 1.00 | 48.28 | 48.28 |
| 76 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 556.00 | 188.87 | 1,05,011.72 |
| 77 | Lead up to 5 Km | MT | 167.00 | 175.92 | 29,378.64 |
| 78 | Lead beyond 5 Km and up to 10 km | MT | 70.00 | 218.17 | 15,271.9 |
| 79 | Lead beyond 100 Km and up to 150 Km | MT | 97.00 | 973.94 | 94,472.18 |
| 80 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT- Km | 5068.00 | 3.25 | 16,471 |
| 81 | Lead up to 5 Km | MT | 2751.00 | 53.94 | 1,48,388.94 |
| 82 | Lead beyond 100 Km and up to 150 Km | MT | 4746.00 | 851.96 | 40,43,402.16 |
| 83 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 949230.00 | 3.25 | 30,84,997.5 |
| 84 | From DMT - During period of traffic block | MT | 579.00 | 174.86 | 1,01,243.94 |
| 85 | From Truck / Trailer | MT | 2196.00 | 98.23 | 2,15,713.08 |
| 86 | From Truck / Trailer | MT | 1932.00 | 103.01 | 1,99,015.32 |
| 87 | From Truck / Trailer | MT | 642.00 | 138.77 | 89,090.34 |
| 88 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 50.00 | 410.31 | 20,515.5 |
| 89 | All type of PSC sleepers | MT | 98.00 | 447.11 | 43,816.78 |
| 90 | P.Way fittings of all types and other similar loose items | MT | 118.00 | 406 | 47,908 |
| 91 | 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 | 560.00 | 68.18 | 38,180.8 |
| 92 | Painting of running rails and check rails of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM | 126.00 | 50.29 | 6,336.54 |
| 93 | 18 mm dia. | Each | 48.00 | 2,163.22 | 1,03,834.56 |
| 94 | 26.5 mm dia. | Each | 48.00 | 3,334.25 | 1,60,044 |
| 95 | 28.75 mm dia. | Each | 48.00 | 2,910.35 | 1,39,696.8 |
| Schedule total | ₹3,94,30,760.75 | ||||
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nit.pdf
NIT
Specialconditonsofletterofcreditasmodeofpayment.pdf
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AnnexureVIB.pdf
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Specialconditions.pdf
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Advancecorrectionslipno.8to9.pdf
ATTACHMENT
SlowDownTolerancesPassengerLoopLineMaintenance.pdf
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GoodsLoopLineMaintenance.pdf
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DENSyardimprovementworkproposed1.pdf
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TRACK-CONDITIONS.pdf
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ACS10dtd04.3.25forGCCApril2022.pdf
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TenderDocument.pdf
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