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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
25 Sept 2026, 3:00 pmDue tomorrow
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
16 conditions · 2 needing a document upload
10.2. 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.
Technical Eligibility Criteria: As per Clause 10.1 of Part-I of IRSGCC-2022 with advance correction slip and up to date (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 fulfilment 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.
Note for Item 10.1 of IRSGCC-2022 with advance correction slip and up to date: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Experience in any track work.
28 conditions · 4 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
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.
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) I 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 Attorney, 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-I, 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 perAdvance Correction Slip No.2 dt.13/12/2022 to GCC - 2022, the tenderersshall submit copy of certificate stating that they are not liable to be disqualifiedand all their statements/documents submitted along with bid are true andfactual. Standard format of the certificate to be submitted by the bidder in formAnnexuere-V Non-submission of the above Certificate(s) by the bidder shallresult in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate. In caseof other than company/Proprietary firm, Annexure-V(A) shall also be submittedby the each member of a Partnership Firm/ Joint Venture (JV) /HinduUndivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the casemy be. Non-submission of the above Certificate(s) by the bidder shall result insummarily rejection of his/their bid.
(i) Linking of track, points & crossings, etc., for Provision of full length Shunting neck and three stabling lines between TPJ and GOC stations and (ii) Linking of BG track, Points & crossing, approach road, etc., in connection with provision of Spur Line for stabling and Handling full length rakes at TPGY.
TPJ-16-2026-01~SR
TPJ-16-2026-01
Open
Works - General
6 Months
Chennai, Tamil Nadu
₹0
₹3.2 L
2 Sept 2026
2 Sept 2026
11 Sept 2026
104 items across 4 schedules · ₹1,41,13,006.34 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Lubrication of Elastic Rail Clips on sleepers as per procedure prescribed latest edition of IRPWM with Railway's grease. | PSC ERC in | 23524.00 | 2.69 | 63,279.56 |
| Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit 30 kmph speed and making ballast profile per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One comprise complete SEJ on both rails at SEJ. | any a for as set | — | — | — | |
| 2 | Under Traffic Block Conditions | Set | 10.00 | 8,314.44 | 83,144.4 |
| 3 | Boxing and profiling of ballast as procedure prescribed in latest edition IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting same in crib and shoulder by leading to maximum of 50m including crossing track, deweeding on ballast section etc as directed by Engineer-In charge. | per TRM of the a of and | 3819.00 | 29.22 | 1,11,591.18 |
| 25mm gap Cess Welding with Railway's welding portion and finishing of weld meet the prescribed tolerances and pass stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Only welding portion related accessories as per Annexure - I shall be supplied by Railways. 2. Welding shall carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. | to all as of and be | — | — | — | |
| 4 | For 52 Kg - 90 UTS or 52 Kg-72 UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 392.00 | 1,254.24 | 4,91,662.08 |
| 5 | Dismantling of existing LWR/SWR track any structure, removing rails, sleepers, plates, cutting of rails, segregation stacking of released Rails, Sleepers fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer- in-Charge. | of TRM fish and and | 3819.00 | 216.96 | 8,28,570.24 |
| Providing Centre Line / Rail Level, reference Pegs on formation at an interval of metres on one side or at centre of proposed / existing track, as directed by engineer charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied the Railways from nearest Stores Depot. case of hard wood peg, the hard wood be supplied by the contractor. (2) Excavation and concrete work, if required, will be paid separately. | 30 in- by In will | — | — | — | |
| 6 | With Rail pegs | Each | 255.00 | 152.14 | 38,795.7 |
| 7 | Installation of reference points for track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting reference pegs with two coats of enamel paints on exposed surface, as directed Engineer In charge. Note: Earth work Cement concrete will be paid under relevant items. | Each of in to by and | 10.00 | 708.6 | 7,086 |
| 8 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction ballast layer laid on new formation at all locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed 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 charge. Note: Item is inclusive of providing ramp for taking roller to formation and removing the same & making good formation after completion of work; redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum of the of in- (a) (b) | 9910.00 | 49.15 | 4,87,076.5 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section sleeper of specified density, on ballast spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along alignment on to formation, leading spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers fixing rails to sleepers with all types fittings and fastenings to correct gauge alignment, lubrication of fittings fastenings with contractor's grease as IRPWM standards with contractors labour, tools, consumables, with all lead, lifts complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed Indian Railway Track Machine Manual deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | and bed the and and of & and per etc. in for | — | — | — | |
| 9 | For sleeper density of 1540 sleepers per km | TRM | 3819.00 | 325.44 | 12,42,855.36 |
| 10 | Carrying out cut & connection to the existing PSC sleeper track under line block of any section and sleeper density to connect same to newly linked track which is laid the side, duly carrying out cutting of rails, insertion of additional PSC sleepers, required, providing fish plated joints including drilling of holes, slewing required length of both tracks to prescribed alignment, adjusting sleeper spacing, providing continuity to track, spreading ballast to provide cushion, shoulder ballast to the track stretch, giving one round initial packing to make track fit for 20 kmph speed and boxing of ballast to profile directed by Engineer in charge. | Each rail the by if of of as | 4.00 | 72,097.07 | 2,88,388.28 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 11 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 3819.00 | 115.94 | 4,42,774.86 |
| De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments consumables inclusive of all lead & Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails keeping them on rollers provided at every 15 sleepers, working out elongation of ends depending on prevailing conditions, pulling rails with the help Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. Opening and closing of LC if required will paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. | and lift. and rail site of of (3) be | — | — | — | |
| 12 | Without Rail tensor | TRM | 3819.00 | 51.02 | 1,94,845.38 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall paid separately). | SSE be | — | — | — | |
| 13 | With Clamps | Set | 196.00 | 172.85 | 33,878.6 |
| 14 | Replacing existing glued joint rail with rails or with glued joint rail or insertion 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 alternative to drilling holes or joining rails with fish plates duly drilling holes r e q u i r e d including stacking of released material and as directed by engineer charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation materials to the site of work from supply points, if more than 250m, shall be paid separately. | cut Each of an as in- of | 30.00 | 1,999.79 | 59,993.7 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, etc. including liner contact area (excluding bottom of foot) and fishing plane as requirement with two coats of thickness 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done. | foot per of | — | — | — | |
| 15 | For 60 Kg Rails | TRM | 3819.00 | 96.39 | 3,68,113.41 |
| Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include (1) Re-adjustment of ballast, heaping-up ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders crib of adjoining track up to lead of 50 m ensure effective packing; (2) Clearing ballast on sleepers to make them visible operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment ballast at mud pumping / rounded ballast sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at time either during day or night. 2. Stages payment a) 30% of the rate will be paid completion of pre tamping attention, Balance 70% of the rate will be paid completion of post tamping. 3. Recovery the rate of twice the above applicable rate will be effected in case contractor fails carry out pre/during/post operation. 4.Payment shall be made only once irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. | : of / to of to of in / any of on b) on at to in | — | — | — | |
| 16 | For day time block working | TRM | 3819.00 | 21.05 | 80,389.95 |
| Quick cutting with abrasive rail cutter of types of rail sections including wear resistant, head hardened rails up to UTS, with contractors tools & plants, equipment, consumable with all lead & etc. complete as directed by Engineer charge. Abrasive Rail Cutter will be as RDSO Specification No. TM/SM/1 (Rev. 01 2012) with latest status of RDSO; Cutting Wheel Abrasive Disc will be as RDSO Specification No.TM/SM/2 (Rev. 01 2020) | all 110 lift in- per of Rail per of | — | — | — | |
| 17 | 60 Kg - 110/90 UTS - Outside Track | Each | 1328.00 | 302.82 | 4,02,144.96 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in types of rail section with contractor's tools plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as RDSO Specification No. TM/SM/3, dated 24.04.1991. | all & per | — | — | — | |
| 18 | Outside Track | Each | 1455.00 | 72.67 | 1,05,734.85 |
| 19 | 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 under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer charge at site. | Each or in | 60.00 | 53.93 | 3,235.8 |
| Loading of rails of any section and length t o 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up 5 metres. | up to | — | — | — | |
| 20 | I n Wagon where mechanical handling possible and traffic block is not required in Truck/trailer. | is MT or | 458.00 | 165.78 | 75,927.24 |
| Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. | — | — | — | — | |
| 21 | From Wagon where mechanical handling possible and traffic block is not required in Truck / trailer. | is MT or | 458.00 | 121.63 | 55,706.54 |
| Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading unloading. | and | — | — | — | |
| 22 | Lead up to 5 Km | MT | 107.00 | 183.33 | 19,616.31 |
| 23 | Lead beyond 5 Km and up to 10 km | MT | 107.00 | 226.31 | 24,215.17 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading unloading. 2. Loading and unloading shall paid extra under relevant items. | and be | — | — | — | |
| 24 | Lead up to 5 Km | MT | 38.00 | 55.11 | 2,094.18 |
| 25 | Lead beyond 5 Km and up to 10 km | MT | 38.00 | 98.1 | 3,727.8 |
| 26 | Lead beyond 50 Km and up to 100 Km | MT | 458.00 | 542.34 | 2,48,391.72 |
| 27 | Lead beyond 100 Km and up to 150 Km | MT | 2499.00 | 865.12 | 21,61,934.88 |
| 28 | Extra for every Km per MT beyond 150 over item no. 172057 | Km MT-Km | 510250.00 | 3.3 | 16,83,825 |
| Unloading of 52kg / 60kg PSC line special sleepers up to 2.75 metre length Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | and in or lift | — | — | — | |
| 29 | From Truck / Trailer | MT | 2041.00 | 116.66 | 2,38,103.06 |
| 30 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as 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 including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing tracks and as directed by the engineer 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 per & etc of in- | 200.00 | 1,307.16 | 2,61,432 |
| Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end check rails including sizing at level crossings with contractor's labour, tools & plants as directed. | of and | — | — | — | |
| 31 | With Contractor's hard wood block | Each | 76.00 | 5,373.04 | 4,08,351.04 |
| 32 | Supply and fixing in position pre-cast cement concrete Fouling Mark as approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each per and | 10.00 | 563.39 | 5,633.9 |
| 33 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with contractor's labour, materials, tools, plants etc. and all lead and lift including crossing track where necessary and as directed Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling holes will be paid separately. | Each all of by of | 4.00 | 17,110.32 | 68,441.28 |
| Schedule total | ₹1,05,90,960.93 | ||||
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