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Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
23 Oct 2026, 2:00 pm
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: Ay track work
32 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 / PUU section - Annual maintenance of track in between EDP-QLN stations for the period of two year.
MDU-W-15-2026-03~SR
MDU-W-15-2026-03
Open
Works - General
24 Months
Madurai, Tamil Nadu
₹0
₹8.6 L
30 Sept 2026
30 Sept 2026
9 Oct 2026
106 items across 3 schedules · ₹4,30,82,770.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Girth over 30 cm and up to 60 cm | Each | 30.00 | 391.35 | 11,740.5 |
| 2 | Girth over 60 cm and up to 1.5m | Each | 30.00 | 1,083.73 | 32,511.9 |
| 3 | Girth over 1.5m up to 3 m | Each | 70.00 | 2,160.77 | 1,51,253.9 |
| 4 | Girth over 3 m | Each | 30.00 | 3,622.47 | 1,08,674.1 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 1500.00 | 39.41 | 59,115 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 1500.00 | 41.74 | 62,610 |
| 7 | For 1.00m long fishplates | Joint | 9000.00 | 139.62 | 12,56,580 |
| 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 | 1678.00 | 58.37 | 97,944.86 |
| 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 | 250000.00 | 6.54 | 16,35,000 |
| 10 | 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 | 4500.00 | 6.03 | 27,135 |
| 11 | By using Contractor's Grease Graphite | Each | 10000.00 | 42.74 | 4,27,400 |
| 12 | 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 | 700.00 | 275.98 | 1,93,186 |
| 13 | 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 | 4.00 | 9,598.52 | 38,394.08 |
| 14 | Under Traffic Block Conditions | Set | 4.00 | 8,314.44 | 33,257.76 |
| 15 | 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 | 10,578.04 | 42,312.16 |
| 16 | Sleepers up to 2.85 m length | Each | 20.00 | 676.7 | 13,534 |
| 17 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 20.00 | 933.14 | 18,662.8 |
| 18 | Sleepers of more than 4.20 m length | Each | 10.00 | 1,471.88 | 14,718.8 |
| 19 | 1 in 8½ Turnout | Set | 4.00 | 4,225.18 | 16,900.72 |
| 20 | 1 in 12 Turnout | Set | 8.00 | 4,629.07 | 37,032.56 |
| 21 | 1 in 8½ Switch Assembly | Set | 2.00 | 15,047.37 | 30,094.74 |
| 22 | 1 in 12 Switch Assembly | Set | 6.00 | 16,754.58 | 1,00,527.48 |
| 23 | 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 | 25000.00 | 29.22 | 7,30,500 |
| 24 | 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 | 200.00 | 1,806.57 | 3,61,314 |
| 25 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 4000.00 | 197.8 | 7,91,200 |
| 26 | Overhauling of fish plated / welded joint track sleepers including 3 approach sleepers on either sides up to 50mm below bottom of sleepers in crib & shoulder, replacing rounded ballast, recouping deficient ballast within 50m lead, replacement of worn-out fittings supplied by Railway, as directed as per procedure prescribed in latest edition of IRPWM. | Each | 40.00 | 1,413.9 | 56,556 |
| 27 | For rails up to 13 metre length | TRM | 6000.00 | 40.05 | 2,40,300 |
| 28 | With Contractor's Hydraulic Rail tensor | TRM | 36732.00 | 58.53 | 21,49,923.96 |
| 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 | 365.00 | 15,337.88 | 55,98,326.2 |
| 30 | Interchanging gauge face of rails of any section in traffic line block including removal of fittings and re-fixing the same after changing of gauge face, cutting of rails, joining the rails with fish plate & drilling holes as directed by engineer in-charge. | TRM | 2200.00 | 110.55 | 2,43,210 |
| 31 | 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 | 25.00 | 1,999.79 | 49,994.75 |
| 32 | With Contractor's hard wood block. | Each | 300.00 | 4,425.05 | 13,27,515 |
| 33 | 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 | 260000.00 | 35.96 | 93,49,600 |
| 34 | 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 | 420000.00 | 16.55 | 69,51,000 |
| 35 | 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 | 600.00 | 189.81 | 1,13,886 |
| 36 | For 60 Kg Rails | TRM | 15000.00 | 96.39 | 14,45,850 |
| 37 | For 52 Kg Rails | TRM | 22000.00 | 85.64 | 18,84,080 |
| 38 | Hectometre Post | Each | 700.00 | 116.65 | 81,655 |
| 39 | LWR / SEJ Board | Each | 360.00 | 184 | 66,240 |
| 40 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 5500.00 | 62.44 | 3,43,420 |
| 41 | Bridge Tablet | Each | 540.00 | 51.29 | 27,696.6 |
| 42 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 300.00 | 753.44 | 2,26,032 |
| 43 | For day time block working | TRM | 40000.00 | 21.05 | 8,42,000 |
| 44 | 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 | 350.00 | 116.39 | 40,736.5 |
| 45 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 3.00 | 10,379.53 | 31,138.59 |
| 46 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 12,086.74 | 1,81,301.1 |
| 47 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 1.00 | 15,666.88 | 15,666.88 |
| 48 | 60 Kg - 110/90 UTS - Outside Track | Each | 40.00 | 302.82 | 12,112.8 |
| 49 | 52 Kg - 90 UTS - Outside Track | Each | 80.00 | 274.77 | 21,981.6 |
| 50 | 60 Kg - 110/90 UTS - On Running Line | Each | 150.00 | 383.76 | 57,564 |
| 51 | 52 Kg - 90 UTS- On Running Line | Each | 250.00 | 311.48 | 77,870 |
| 52 | Outside Track | Each | 20.00 | 72.67 | 1,453.4 |
| 53 | On Running Line | Each | 480.00 | 90.38 | 43,382.4 |
| 54 | 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 | 450.00 | 81.12 | 36,504 |
| 55 | 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 | 6000.00 | 5.73 | 34,380 |
| 56 | Tamping of track for picking up slacks in concrete sleeper track by Hand Held Off Track Tamper (Power Pack Version) with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Off-track tamper (Power Pack Version) will be as per RDSO Specification No. TM/SM/OTT/320, dated 28.01.2009. | Each | 16000.00 | 93.49 | 14,95,840 |
| 57 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 80.00 | 165.78 | 13,262.4 |
| 58 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 100.00 | 161.36 | 16,136 |
| 59 | For lead up to 500 metre. | MT | 30.00 | 425.5 | 12,765 |
| 60 | For lead beyond 500 metre and up to 1 Km. | MT | 30.00 | 549.5 | 16,485 |
| 61 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 240.00 | 65.9 | 15,816 |
| 62 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 80.00 | 121.63 | 9,730.4 |
| 63 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 10.00 | 132.26 | 1,322.6 |
| 64 | Lead beyond 10 Km and up to 20 km | MT | 10.00 | 156.6 | 1,566 |
| 65 | Lead beyond 20 Km and up to 30 km | MT | 10.00 | 227.87 | 2,278.7 |
| 66 | Lead beyond 30 Km and up to 50 km | MT | 20.00 | 326.83 | 6,536.6 |
| 67 | Lead beyond 100 Km and up to 150 Km | MT | 150.00 | 865.12 | 1,29,768 |
| 68 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 24750.00 | 3.3 | 81,675 |
| 69 | From Truck / Trailer | MT | 10.00 | 116.66 | 1,166.6 |
| 70 | From Truck / Trailer | MT | 100.00 | 172.41 | 17,241 |
| 71 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 60.00 | 500.78 | 30,046.8 |
| 72 | All type of PSC sleepers | MT | 22.00 | 539.92 | 11,878.24 |
| 73 | P.Way fittings of all types and other similar loose items | MT | 50.00 | 430.26 | 21,513 |
| 74 | Level crossings with concrete blocks road surface | Sqm | 100.00 | 596.74 | 59,674 |
| 75 | With Hot melt thermoplastic road marking paint | Sqm | 50.00 | 252.51 | 12,625.5 |
| 76 | With Contractor's hard wood block | Each | 30.00 | 5,373.04 | 1,61,191.2 |
| 77 | 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 | 1500.00 | 237.26 | 3,55,890 |
| 78 | Tightening of steel channel sleeper fittings i.e. hook bolts, running rails bolts, guard rail bolts on girder bridges with contractor labour tools, plants etc., including oiling, greasing of fittings complete and as directed by engineer in charge. Note: Before execution of work specific approval of ADEN to be obtained by duly indicating the locations with specific reasons along with date of last tightening done. | Sleeper | 700.00 | 50.92 | 35,644 |
| 79 | 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 | 10.00 | 6,677.49 | 66,774.9 |
| 80 | 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 | 14.00 | 5,715.38 | 80,015.32 |
| 81 | 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 | 6.00 | 8,078.45 | 48,470.7 |
| 82 | Fabricating of check rails of 52Kg and 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor's labour, tools and materials complete. Note: 1. Rails shall be supplied by Railways 2.The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly with in a lead of 500m. 4.Drilling of holes shall be paid under relevant item. | RM | 1400.00 | 266.83 | 3,73,562 |
| 83 | Dismantling Check Rail on curves on track of all rail sections, duly removing fish plates and bolts including removing chairs from sleepers, leading and stacking released materials away from track clear of infringements, complete and as directed. | RM | 4000.00 | 70.53 | 2,82,120 |
| 84 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores. | RM | 4000.00 | 80.82 | 3,23,280 |
| 85 | 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 | 25.00 | 563.39 | 14,084.75 |
| 86 | 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 | 1000.00 | 167.22 | 1,67,220 |
| 87 | 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 | 20.00 | 4,998.7 | 99,974 |
| 88 | 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 | 280000.00 | 1.09 | 3,05,200 |
| 89 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 867.49 | 8,67,490 |
| 90 | 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 | 10.00 | 575.82 | 5,758.2 |
| Schedule total | ₹4,29,86,979.05 | ||||
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