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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
8 Jun 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
SR.DEN/III
14 conditions · 2 needing a document upload
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-VIIB, 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: (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.
Defination of Similar Work :- Any type of track work.
7 conditions · 1 needing a document upload
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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Deep Screening of Loop lines in HNZM- DLI section and NDLS yard in the section of SSE/Pway/NDLS under ADEN/NDLS and Conversion of 4 non- standard layout of standard layout from 1 in 10 to 1 in 12 turnouts in DLI yard in section of SSE/Pway/DLI under ADEN/DLI.
NIT-20-2026-27-W-III
NIT-20-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.0 L
8 Jun 2026
15 May 2026
25 May 2026
60 items across 2 schedules · ₹1,49,87,719.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 200.00 | 10.51 | 2,102 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 40.73 | 8,146 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 43.13 | 8,626 |
| 4 | Locations other than Ballasted Deck Bridge | Each | 200.00 | 544.17 | 1,08,834 |
| 5 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper | 10000.00 | 19 | 1,90,000 |
| 6 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper | 500.00 | 27.16 | 13,580 |
| 7 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in- Charge. Note: GRSP will be supplied at SSE/stores/depot. | Sleeper | 5000.00 | 24.29 | 1,21,450 |
| 8 | For 1.00m long fishplates | Joint | 20.00 | 118.51 | 2,370.2 |
| 9 | 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 | 20.00 | 60.27 | 1,205.4 |
| 10 | 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 | 5000.00 | 3.34 | 16,700 |
| 11 | 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 | 2000.00 | 57.7 | 1,15,400 |
| 12 | 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 | 400.00 | 3.77 | 1,508 |
| 13 | By using Contractor's Grease Graphite | Each | 100.00 | 37.95 | 3,795 |
| 14 | GRSP | Each | 15000.00 | 23.91 | 3,58,650 |
| 15 | ERCs | Each | 1000.00 | 7.98 | 7,980 |
| 16 | Metal/GFN Liners | Each | 15000.00 | 5.32 | 79,800 |
| 17 | 1 in 12 Turnout (Under Traffic Block) | Set | 4.00 | 40,151.78 | 1,60,607.12 |
| 18 | 1 in 12 Turnout | Set | 4.00 | 49,630.8 | 1,98,523.2 |
| 19 | Sleepers up to 2.85 m length | Each | 100.00 | 699.07 | 69,907 |
| 20 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 50.00 | 963.98 | 48,199 |
| 21 | Sleepers of more than 4.20 m length | Each | 20.00 | 1,520.52 | 30,410.4 |
| 22 | 1 in 8.5 Turnouts | Set | 10.00 | 2,346.82 | 23,468.2 |
| 23 | 1 in 12 Turnout | Set | 30.00 | 3,970.76 | 1,19,122.8 |
| 24 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 4.00 | 4,147.72 | 16,590.88 |
| 25 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 4.00 | 1,395.54 | 5,582.16 |
| 26 | Turnout sleepers of length up to 2.85 m | Each | 100.00 | 157.77 | 15,777 |
| 27 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 50.00 | 189.33 | 9,466.5 |
| 28 | Sleepers of length more than 4.20 m | Each | 20.00 | 205.1 | 4,102 |
| 29 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 7000.00 | 668.57 | 46,79,990 |
| 30 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 100.00 | 1,069.71 | 1,06,971 |
| 31 | For average lead up to 50m and lift up to 5m | cum | 5000.00 | 107.39 | 5,36,950 |
| 32 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 720.00 | 29.73 | 21,405.6 |
| 33 | 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 | 1200.00 | 205.4 | 2,46,480 |
| 34 | 60 Kg 'in-situ' under traffic block | Each | 85.00 | 5,556.12 | 4,72,270.2 |
| 35 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 5600.00 | 438.21 | 24,53,976 |
| 36 | For PSC Sleeper | TRM | 8000.00 | 102.65 | 8,21,200 |
| 37 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 158.08 | 3,16,160 |
| 38 | 1 in 12 PSC layout | Set | 4.00 | 17,098.84 | 68,395.36 |
| 39 | With Contractor's Hydraulic Rail tensor | TRM | 6710.00 | 45.69 | 3,06,579.9 |
| 40 | 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 | 20000.00 | 17.1 | 3,42,000 |
| 41 | 1 in 12 Turnout | Set | 4.00 | 1,364.34 | 5,457.36 |
| 42 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 210.19 | 10,509.5 |
| 43 | 52 Kg - 90 UTS - Outside Track | Each | 50.00 | 181.81 | 9,090.5 |
| 44 | 60 Kg - 110/90 UTS - On Running Line | Each | 50.00 | 269.03 | 13,451.5 |
| 45 | 52 Kg - 90 UTS- On Running Line | Each | 50.00 | 219.83 | 10,991.5 |
| 46 | Outside Track | Each | 200.00 | 65.23 | 13,046 |
| 47 | On Running Line | Each | 200.00 | 83.55 | 16,710 |
| 48 | 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 | 200.00 | 56.49 | 11,298 |
| 49 | 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 | 7000.00 | 83.43 | 5,84,010 |
| 50 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 60.00 | 121.72 | 7,303.2 |
| 51 | For lead up to 500 metre. | MT | 50.00 | 439.62 | 21,981 |
| 52 | For lead beyond 500 metre and up to 1 Km. | MT | 50.00 | 567.69 | 28,384.5 |
| 53 | For lead up to 500 metres | MT | 200.00 | 342.34 | 68,468 |
| 54 | For lead beyond 500 metre and up to 1 Km | MT | 200.00 | 508.47 | 1,01,694 |
| 55 | Lead up to 5 Km | MT | 20.00 | 192.81 | 3,856.2 |
| 56 | Lead beyond 5 Km and up to 10 km | MT | 20.00 | 236.57 | 4,731.4 |
| 57 | 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 | 28.00 | 1,168.39 | 32,714.92 |
| Schedule total | ₹1,30,57,978.5 | ||||
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