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Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
24 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
Annual operation and maintenance of track 2026-27 in the section of SSE/P- way/SSB under ADEN/DLI.
NIT-35-2026-27-W-III
NIT-35-2026-27-W-III
Open
Works - General
12 Months
Delhi, Delhi
₹0
₹3 L
24 Aug 2026
31 Jul 2026
10 Aug 2026
82 items across 2 schedules · ₹1,49,99,126.24 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 500.00 | 10.51 | 5,255 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 40.73 | 20,365 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 43.13 | 21,565 |
| 4 | Locations other than Ballasted Deck Bridge | Each | 350.00 | 544.17 | 1,90,459.5 |
| 5 | For 1.00m long fishplates | Joint | 2500.00 | 118.51 | 2,96,275 |
| 6 | 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 | 20000.00 | 4.55 | 91,000 |
| 7 | 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 | 6000.00 | 57.7 | 3,46,200 |
| 8 | By using Contractor's Grease Graphite | Each | 12000.00 | 37.95 | 4,55,400 |
| 9 | GRSP | Each | 20000.00 | 23.91 | 4,78,200 |
| 10 | ERCs | Each | 2000.00 | 7.98 | 15,960 |
| 11 | Metal/GFN Liners | Each | 25000.00 | 5.32 | 1,33,000 |
| 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 | 3000.00 | 158.79 | 4,76,370 |
| 13 | Rail section of 52Kg and above | Each | 500.00 | 110.37 | 55,185 |
| 14 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block c o n d i t i o n s 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 | 1.00 | 9,657.84 | 9,657.84 |
| 15 | 1 in 8½ Turnout | Set | 5.00 | 4,368.33 | 21,841.65 |
| 16 | 1 in 12 Turnout | Set | 10.00 | 4,785.57 | 47,855.7 |
| 17 | 1 in 16 Turnout | Set | 6.00 | 5,202.8 | 31,216.8 |
| 18 | 1 in 8½ Switch Assembly | Set | 1.00 | 15,555.98 | 15,555.98 |
| 19 | 1 in 12 Switch Assembly | Set | 5.00 | 17,319.11 | 86,595.55 |
| 20 | 1 in 16 Switch Assembly | Set | 2.00 | 19,134.49 | 38,268.98 |
| 21 | 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 | 450.00 | 413.37 | 1,86,016.5 |
| 22 | Turnout sleepers of length up to 2.85 m | Each | 50.00 | 157.77 | 7,888.5 |
| 23 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 50.00 | 189.33 | 9,466.5 |
| 24 | 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 | 1500.00 | 205.4 | 3,08,100 |
| 25 | 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 | 15000.00 | 30.19 | 4,52,850 |
| 26 | Under Traffic Block Conditions: | cum | 1000.00 | 60.27 | 60,270 |
| 27 | With Rail pegs | Each | 30.00 | 161.33 | 4,839.9 |
| 28 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 8000.00 | 119.75 | 9,58,000 |
| 29 | For PSC Sleeper | TRM | 12000.00 | 102.65 | 12,31,800 |
| 30 | 1 in 8½ PSC layout | Set | 15.00 | 13,118.48 | 1,96,777.2 |
| 31 | 1 in 12 PSC layout | Set | 30.00 | 17,098.84 | 5,12,965.2 |
| 32 | 1 in 16 PSC layout | Set | 10.00 | 19,516.5 | 1,95,165 |
| 33 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 2500.00 | 204.34 | 5,10,850 |
| 34 | One Gang comprising of 20 physically fit labours plus 1 Mate.Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 120.00 | 17,726.34 | 21,27,160.8 |
| 35 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 50.00 | 188.6 | 9,430 |
| 36 | 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 |
| 37 | 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 | 350.00 | 196.11 | 68,638.5 |
| 38 | For 60 Kg Rails | TRM | 5000.00 | 67.83 | 3,39,150 |
| 39 | For 52 Kg Rails | TRM | 3000.00 | 60.27 | 1,80,810 |
| 40 | 1 in 16 Turnout | Set | 11.00 | 2,004.73 | 22,052.03 |
| 41 | 1 in 12 Turnout | Set | 50.00 | 1,364.34 | 68,217 |
| 42 | 1 in 8½ Turnout | Set | 50.00 | 854.36 | 42,718 |
| 43 | Derailing Switch | Set | 20.00 | 427.18 | 8,543.6 |
| 44 | For day time block working | TRM | 6000.00 | 21.76 | 1,30,560 |
| 45 | For night time block working | TRM | 9495.00 | 24.4 | 2,31,678 |
| 46 | 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 | 200.00 | 120.31 | 24,062 |
| 47 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 5.00 | 10,725.24 | 53,626.2 |
| 48 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 10.00 | 12,488.38 | 1,24,883.8 |
| 49 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 5.00 | 16,190.52 | 80,952.6 |
| 50 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 3,914.07 | 19,570.35 |
| 51 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 210.19 | 10,509.5 |
| 52 | 52 Kg - 90 UTS - Outside Track | Each | 50.00 | 181.81 | 9,090.5 |
| 53 | 60 Kg - 110/90 UTS - On Running Line | Each | 50.00 | 269.03 | 13,451.5 |
| 54 | 52 Kg - 90 UTS- On Running Line | Each | 50.00 | 219.83 | 10,991.5 |
| 55 | Outside Track | Each | 100.00 | 65.23 | 6,523 |
| 56 | On Running Line | Each | 200.00 | 83.55 | 16,710 |
| 57 | 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 | 350.00 | 83.43 | 29,200.5 |
| 58 | For lead up to 500 metre. | MT | 200.00 | 439.62 | 87,924 |
| 59 | For lead beyond 500 metre and up to 1 Km. | MT | 200.00 | 567.69 | 1,13,538 |
| 60 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 200.00 | 68.07 | 13,614 |
| 61 | For lead up to 500 metres | MT | 100.00 | 342.34 | 34,234 |
| 62 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 508.47 | 25,423.5 |
| 63 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 50.00 | 53.09 | 2,654.5 |
| 64 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 100.00 | 425.03 | 42,503 |
| 65 | All type of PSC sleepers | MT | 50.00 | 465.44 | 23,272 |
| 66 | 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 | 100.00 | 1,168.39 | 1,16,839 |
| 67 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 800.00 | 858.69 | 6,86,952 |
| 68 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 400.00 | 878.02 | 3,51,208 |
| 69 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 800.00 | 808.11 | 6,46,488 |
| Schedule total | ₹1,35,86,395.18 | ||||
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