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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
24 Jun 2026, 2:00 pmClosed
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.
26 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/MG/MDU section - Proposed Annual maintenance of track between MDU-KQN stations and of MDU-TPC stations in MDU-DG and MDU-MNM engine run sections respectively in SSE/P.Way/MG/MDU section under ADEN/Central/MDU jurisdiction for one year
MDU-W-07-2026-11
MDU-W-07-2026-11
Open
Works - General
12 Months
Madurai, Tamil Nadu
₹0
₹3.0 L
24 Jun 2026
2 Jun 2026
10 Jun 2026
84 items across 2 schedules · ₹1,51,09,617.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Girth over 30 cm and up to 60 cm | Each | 100.00 | 391.35 | 39,135 |
| 2 | Girth over 60 cm and up to 1.5m | Each | 50.00 | 1,083.73 | 54,186.5 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 39.41 | 7,882 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 41.74 | 8,348 |
| 5 | Locations other than Ballasted Deck Bridge | Each | 100.00 | 526.76 | 52,676 |
| 6 | Ballasted Deck Bridge | Each | 50.00 | 622.59 | 31,129.5 |
| 7 | For 1.00m long fishplates | Joint | 300.00 | 139.62 | 41,886 |
| 8 | 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 | 600.00 | 58.37 | 35,022 |
| 9 | 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 | 341993.00 | 6.54 | 22,36,634.22 |
| 10 | By using Contractor's Grease Graphite | Each | 14814.00 | 42.74 | 6,33,150.36 |
| 11 | GRSP | Each | 5000.00 | 23.15 | 1,15,750 |
| 12 | ERCs | Each | 10000.00 | 7.73 | 77,300 |
| 13 | Metal/GFN Liners | Each | 10000.00 | 5.15 | 51,500 |
| 14 | 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 | 500.00 | 275.98 | 1,37,990 |
| 15 | Rail section of 52Kg and above | Each | 250.00 | 123.43 | 30,857.5 |
| 16 | Sleepers up to 2.85 m length | Each | 100.00 | 676.7 | 67,670 |
| 17 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 50.00 | 933.14 | 46,657 |
| 18 | Sleepers of more than 4.20 m length | Each | 50.00 | 1,471.88 | 73,594 |
| 19 | 1 in 8½ Turnout | Set | 5.00 | 4,225.18 | 21,125.9 |
| 20 | 1 in 12 Turnout | Set | 5.00 | 4,629.07 | 23,145.35 |
| 21 | 1 in 8½ Switch Assembly | Set | 2.00 | 15,047.37 | 30,094.74 |
| 22 | 1 in 12 Switch Assembly | Set | 2.00 | 16,754.58 | 33,509.16 |
| 23 | Renewal of corroded slide chairs duly removing the old slide chairs by heating using contractors gas and equipments or by any approved methods and inserting Railways new slide chairs and plate screws including crossing of tracks, leading all required materials to site, stacking all released materials, with all contractor's tools, consumables, labour, lead, lift and incidental charges etc complete as directed by the Engineer in charge. Note: 1. All the fittings will be supplied at nearest SSE/Stores. 2. In case of damage of PSC sleeper, penalty at the rate of 25% of the current cost of sleeper shall be levied. | Each | 50.00 | 398.56 | 19,928 |
| 24 | 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 | 71000.00 | 29.22 | 20,74,620 |
| 25 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in- Charge after release from track. | Each | 50.00 | 1,806.57 | 90,328.5 |
| 26 | Packing of isolated loose PSC sleepers on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 200.00 | 89.62 | 17,924 |
| 27 | With 2 bolts | Set | 50.00 | 121.53 | 6,076.5 |
| 28 | With Clamps | Set | 50.00 | 172.85 | 8,642.5 |
| 29 | 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 | 156.00 | 15,337.88 | 23,92,709.28 |
| 30 | 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 | 5.00 | 1,999.79 | 9,998.95 |
| 31 | With Contractor's hard wood block. | Each | 204.00 | 4,425.05 | 9,02,710.2 |
| 32 | 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 | 6991.00 | 35.96 | 2,51,396.36 |
| 33 | 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 | 100.00 | 189.81 | 18,981 |
| 34 | For 60 Kg Rails | TRM | 1496.00 | 96.39 | 1,44,199.44 |
| 35 | For 52 Kg Rails | TRM | 7645.00 | 85.64 | 6,54,717.8 |
| 36 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track for old painted joints in normal corrosive prone area for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to IS:9862 latest version 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: 1.Before painting, dust, dirt and flaked paint from the welded joint shall be removed thoroughly by scrapping with wire brush. Grease and oil shall be removed by use of appropriate solvent confirming to latest IS:1745. 2.Use of detergent followed by water washing should also be done to ensure removal of oil and grease apart from the greasing compound. 3.The paint should be procured along with the thinner recommended by the manufacturer of the paint. 4.No other thinner like kerosene oil should be used. | Each | 500.00 | 32.13 | 16,065 |
| 37 | Hectometre Post | Each | 700.00 | 116.65 | 81,655 |
| 38 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1500.00 | 62.44 | 93,660 |
| 39 | For day time block working | TRM | 35000.00 | 21.05 | 7,36,750 |
| 40 | Level crossing with asphalted surface | Sqm | 521.00 | 442.84 | 2,30,719.64 |
| 41 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 500.00 | 116.39 | 58,195 |
| 42 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 10,379.53 | 2,07,590.6 |
| 43 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 12,086.74 | 2,41,734.8 |
| 44 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 2.00 | 15,666.88 | 31,333.76 |
| 45 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 20.00 | 2,553.45 | 51,069 |
| 46 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 302.82 | 15,141 |
| 47 | 52 Kg - 90 UTS - Outside Track | Each | 70.00 | 274.77 | 19,233.9 |
| 48 | 60 Kg - 110/90 UTS - On Running Line | Each | 50.00 | 383.76 | 19,188 |
| 49 | 52 Kg - 90 UTS- On Running Line | Each | 70.00 | 311.48 | 21,803.6 |
| 50 | Outside Track | Each | 100.00 | 72.67 | 7,267 |
| 51 | On Running Line | Each | 200.00 | 90.38 | 18,076 |
| 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 | 100.00 | 53.93 | 5,393 |
| 53 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 13280.00 | 81.12 | 10,77,273.6 |
| 54 | 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 | 1000.00 | 39.81 | 39,810 |
| 55 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 30.00 | 161.36 | 4,840.8 |
| 56 | Lead beyond 50 Km and up to 100 Km | MT | 30.00 | 542.34 | 16,270.2 |
| 57 | Lead beyond 100 Km and up to 150 Km | MT | 30.00 | 865.12 | 25,953.6 |
| 58 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 10000.00 | 3.3 | 33,000 |
| 59 | From Truck / Trailer | MT | 30.00 | 172.41 | 5,172.3 |
| 60 | Level crossings with concrete blocks road surface | Sqm | 924.00 | 596.74 | 5,51,387.76 |
| 61 | 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 | 150.00 | 1,307.16 | 1,96,074 |
| 62 | 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 | 200.00 | 91.63 | 18,326 |
| 63 | Paving of level crossing road surface with Railway's precast RCC slab / blocks as per standards / approved drawings for light and heavy vehicles on bed of sand, moorum or gravel, duly compacted and joints filled with mixture of sand & tar/bitumen in proportion of 1:2 by weight. | Sqm | 200.00 | 303.86 | 60,772 |
| 64 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm | Set | 4.00 | 8,004.87 | 32,019.48 |
| 65 | 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 a n d 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 | 8.00 | 4,245.92 | 33,967.36 |
| 66 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 4.00 | 6,677.49 | 26,709.96 |
| 67 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 4.00 | 5,715.38 | 22,861.52 |
| 68 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 4.00 | 8,078.45 | 32,313.8 |
| 69 | 26.5 mm dia. | Each | 2.00 | 4,313.52 | 8,627.04 |
| 70 | 28.75 mm dia. | Each | 2.00 | 4,868.57 | 9,737.14 |
| 71 | 31.75 mm dia. | Each | 2.00 | 5,675.86 | 11,351.72 |
| 72 | For erection | Each | 150.00 | 282.2 | 42,330 |
| 73 | For removal | Each | 150.00 | 232.13 | 34,819.5 |
| 74 | For Removing | Each | 100.00 | 258.67 | 25,867 |
| 75 | For Fixing / Re-erecting | Each | 100.00 | 258.67 | 25,867 |
| 76 | Galvanisation of Railway's stretcher bars, M.S.Liners, ERCs and Plate screws by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629- 1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. | MT | 2.00 | 24,335.57 | 48,671.14 |
| 77 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 200.00 | 867.49 | 1,73,498 |
| 78 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 1,459.19 | 1,45,919 |
| 79 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 500.00 | 17.9 | 8,950 |
| Schedule total | ₹1,50,08,740.98 | ||||
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