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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
30 Nov 2026, 2:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
TENDER SEC
14 conditions · 3 needing a document upload
For works costing more than Rs.50 lakhs - The tenderer must have minimum average annual contractual turnover of V/N or 'V' which ever 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.
Similar nature of work: Any track work.
33 conditions · 3 needing a document upload
Whether required test certificates/ samples, if any have been uploaded?
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Atorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a) Clause 17 of GCC - Part-1, for JV b) Clause 18 of GCC - Part 1, for Partnership Firm
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slip No.4 dt.07/08/2023 to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
SSE / P.way / SCT section - Annual maintenance of track in between SNKL-TSI-EDP and KKY-TSI stations for a period of Two year.
MDU-W-16-2026-03~SR
MDU-W-16-2026-03
Open
Works - General
24 Months
Madurai, Tamil Nadu
₹0
₹8.0 L
6 Nov 2026
6 Nov 2026
16 Nov 2026
79 items across 3 schedules · ₹3,80,54,196.01 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 39.41 | 39,410 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 41.74 | 41,740 |
| 3 | Locations other than Ballasted Deck Bridge | Each | 200.00 | 526.76 | 1,05,352 |
| 4 | Ballasted Deck Bridge | Each | 50.00 | 622.59 | 31,129.5 |
| 5 | For 1.00m long fishplates | Joint | 6782.00 | 139.62 | 9,46,902.84 |
| 6 | For 610 mm long fish plates. | Joint | 406.00 | 97.26 | 39,487.56 |
| 7 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 6234.00 | 58.37 | 3,63,878.58 |
| 8 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 1339150.00 | 2.69 | 36,02,313.5 |
| 9 | By using Contractor's Grease Graphite | Each | 43748.00 | 42.74 | 18,69,789.52 |
| 10 | GRSP | Each | 5000.00 | 23.15 | 1,15,750 |
| 11 | ERCs | Each | 5000.00 | 7.73 | 38,650 |
| 12 | Metal/GFN Liners | Each | 5000.00 | 5.15 | 25,750 |
| 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 s c r e w w i t h 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 | 400.00 | 275.98 | 1,10,392 |
| 14 | Rail section of 52Kg and above | Each | 500.00 | 123.43 | 61,715 |
| 15 | 1 in 8½ Turnout | Set | 5.00 | 4,225.18 | 21,125.9 |
| 16 | 1 in 12 Turnout | Set | 10.00 | 4,629.07 | 46,290.7 |
| 17 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 10.00 | 2,028.64 | 20,286.4 |
| 18 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 15.00 | 1,622.91 | 24,343.65 |
| 19 | 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 | 50000.00 | 29.22 | 14,61,000 |
| 20 | For 60 Kg - 90 UTS Rail | Each | 120.00 | 5,833.38 | 7,00,005.6 |
| 21 | For 52 Kg - 90/72 UTS Rail | Each | 200.00 | 6,471.14 | 12,94,228 |
| 22 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. | Each | 5000.00 | 628.17 | 31,40,850 |
| 23 | With Contractor's Hydraulic Rail tensor | TRM | 19652.00 | 58.53 | 11,50,231.56 |
| 24 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate.Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 520.00 | 15,337.88 | 79,75,697.6 |
| 25 | 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 | 10.00 | 1,999.79 | 19,997.9 |
| 26 | With Contractor's hard wood block. | Each | 225.00 | 4,425.05 | 9,95,636.25 |
| 27 | 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 | 47812.00 | 35.96 | 17,19,319.52 |
| 28 | 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 | 1000.00 | 189.81 | 1,89,810 |
| 29 | For 60 Kg Rails | TRM | 15000.00 | 96.39 | 14,45,850 |
| 30 | For 52 Kg Rails | TRM | 35000.00 | 85.64 | 29,97,400 |
| 31 | 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 | 23408.00 | 28.51 | 6,67,362.08 |
| 32 | 1 in 12 Turnout | Set | 47.00 | 1,411.94 | 66,361.18 |
| 33 | 1 in 8½ Turnout | Set | 15.00 | 909.93 | 13,648.95 |
| 34 | Derailing Switch | Set | 6.00 | 454.96 | 2,729.76 |
| 35 | Kilometre & Gradient post | Each | 306.00 | 100.96 | 30,893.76 |
| 36 | Hectometre Post | Each | 880.00 | 116.65 | 1,02,652 |
| 37 | LWR / SEJ Board | Each | 64.00 | 184 | 11,776 |
| 38 | Curve Board | Each | 172.00 | 184 | 31,648 |
| 39 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 3392.00 | 62.44 | 2,11,796.48 |
| 40 | Bridge Board | Each | 22.00 | 184 | 4,048 |
| 41 | Bridge Tablet | Each | 518.00 | 51.29 | 26,568.22 |
| 42 | For day time block working | TRM | 70000.00 | 21.05 | 14,73,500 |
| 43 | For night time block working | TRM | 18000.00 | 23.61 | 4,24,980 |
| 44 | Level crossing with asphalted surface | Sqm | 500.00 | 442.84 | 2,21,420 |
| 45 | 60 Kg - 110/90 UTS - Outside Track | Each | 100.00 | 302.82 | 30,282 |
| 46 | 52 Kg - 90 UTS - Outside Track | Each | 200.00 | 274.77 | 54,954 |
| 47 | 60 Kg - 110/90 UTS - On Running Line | Each | 300.00 | 383.76 | 1,15,128 |
| 48 | 52 Kg - 90 UTS- On Running Line | Each | 600.00 | 311.48 | 1,86,888 |
| 49 | Outside Track | Each | 50.00 | 72.67 | 3,633.5 |
| 50 | On Running Line | Each | 500.00 | 90.38 | 45,190 |
| 51 | Quick removal of damaged concrete sleepers and restoration of railway track in case of accidents / derailments and other such emergent situations by Concrete Sleeper Breaker & angle grinder with contractor's tools & plants, equipments, consumable etc. with all lead & lift complete, as directed by Engineer in-charge. | Each | 200.00 | 197.26 | 39,452 |
| 52 | Measuring of Toe Load of ERC during service i n field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. | Each | 3840.00 | 5.73 | 22,003.2 |
| 53 | Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Heavy Duty Hydraulic Extractor for jammed ERCs (10 Ton capacity) shall be used as per RDSO's Specification No. TM/SM/6, dated 8.05.1991. | Each | 2000.00 | 39.81 | 79,620 |
| 54 | For lead up to 500 metres | MT | 10.00 | 331.33 | 3,313.3 |
| 55 | For lead beyond 500 metre and up to 1 Km | MT | 10.00 | 492.16 | 4,921.6 |
| 56 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 10.00 | 51.4 | 514 |
| 57 | Level crossings with asphalted road surface | Sqm | 500.00 | 654.78 | 3,27,390 |
| 58 | With Contractor's hard wood block | Each | 60.00 | 5,373.04 | 3,22,382.4 |
| 59 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre | 950.00 | 237.26 | 2,25,397 |
| 60 | 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 | 50.00 | 1,181.15 | 59,057.5 |
| 61 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 20.00 | 563.39 | 11,267.8 |
| 62 | 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 | 1408000.00 | 1.09 | 15,34,720 |
| 63 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 867.49 | 8,67,490 |
| 64 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 25.00 | 575.82 | 14,395.5 |
| 65 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 50.00 | 753.01 | 37,650.5 |
| Schedule total | ₹3,78,69,368.31 | ||||
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nit.pdf
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GCCApril2022withcorrectionSlip1to11_compressed.pdf
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RulesandRegulationsAug23.pdf
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Splconditionsfortrackworkgeneral-alt1.pdf
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SRcivilworkspecialtechnicalconditons-alt-1.pdf
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SplconditionforTRR.pdf
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splconditionsfortrackwork-TSR.pdf
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conditionsforpainting.pdf
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MovmentofverhiclesnearRailwaytrack.pdf
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BankGuaranteeBond-Modelform.pdf
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Ancillaryweldingsplcondition.pdf
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USSORspecifications-2021.pdf
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DSRspecificationextract.pdf
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