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Tender Value
₹7.9 Cr
EMD Value
₹5.4 L
Closing Date
13 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
(PH-31)
Above/Below/Par
ADEN LINE
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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(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 fulfillment 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 work 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.
Defination of Similar Work :- Any Track works. (Note: -1. Fabrication of Glued joints should be done by RDSO approved manufacturer as per the extant guidelines on the subject. 2. Ballast supply/formation work will not be considered under this item)
10 conditions · 2 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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
Secondary TSR of loop lines & Deep screening of loop line in BGKT and JU yard in the section of SSE/PW/JU under ADEN/Line
156OF2025-26~NWR
156OF2025-26
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹5.4 L
13 Jan 2026
21 Dec 2025
30 Dec 2025
51 items across 1 schedule · ₹5,75,79,101.42 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum 600.00 | — | 215.53 | 1,29,318 |
| 2 | In all conditions and classifications of except rock | soil cum 600.00 | — | 107.39 | 64,434 |
| 3 | For location of work involving deep screening (deep screening to be paid separately). | Each 22659.00 | — | 203.97 | 46,21,756.23 |
| 4 | For location of work not involving deep screening | TRM 10000.00 | — | 177.73 | 17,77,300 |
| 5 | 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 fittings, cleaning of rail seat, rail flange liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg 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 Engineer-in-Charge. Note: All the fittings be supplied at SSE/Stores/Depot. | Sleeper 30359.00 all at of by will | — | 29.61 | 8,98,929.99 |
| 6 | Lubrication of Elastic Rail Clips on sleepers with contractor's grease, conforming to Railway's specifications, labour complete as per procedure prescribed latest edition of IRPWM. | PSC ERC 100000.00 etc. in | — | 3.72 | 3,72,000 |
| 7 | Lubrication of Elastic Rail Clips on sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | PSC ERC 55000.00 | — | 2.43 | 1,33,650 |
| 8 | Removing seized ERC from SGCI inserts existing track by using suitable approved chemicals and re-fixing after greasing insert eye and ERC with Contractor's grease of specified quality as per provisions IRPWM, as directed by Engineer in-charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection SSE/P.Way and marked prior to execution this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty 50% of the basic cost of new sleeper nearest sleeper factory shall be levied each, if SGCI insert is broken or sleeper gets cracked in the process. | of ERC 16000.00 of of of of of in on | — | 53.1 | 8,49,600 |
| 9 | Rail section of 52Kg and above | Each 2120.00 | — | 127.67 | 2,70,660.4 |
| 10 | Depth of 250 mm below bottom of sleeper For Plain Track : | - TRM 15650.00 | — | 552.85 | 86,52,102.5 |
| 11 | For average lead up to 50m and lift up to 5m | cum 30460.00 | — | 100.3 | 30,55,138 |
| 12 | Lifting and packing for regrading the existing PSC sleeper track to required height / level stages not exceeding 75mm or part thereof at a time, providing permissible ramp for track, insertion of moorum / sand / stone ballast uniformly under the existing track placing the same to safe approved gradient, gauge, cushion including levelling and round of through packing to allow train movement at restricted speed of 30 kmph a specified length with all leads & lifts fixing, marking, painting rail level pegs every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to the proposed final level as per approved working profile, as directed by Engineer charge. | TRM 7500.00 in the and one for and at get in- | — | 191.51 | 14,36,325 |
| 13 | 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 of track, deweeding on ballast section etc and directed by Engineer-In charge. | per TRM 15650.00 of the a as | — | 28.14 | 4,40,391 |
| 14 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion Welder and finishing of weld to meet prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. complete the work in all respect as per "Manual for Fusion Welding of Rails Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint original position and fixing of joggled plate at new weld, to be removed after passing of weld in USFD test as directed Engineer in charge. Note: 1. Only welding portion and related accessories as Annexure - I and Welder shall be supplied Railways. 2. Hydraulic Weld trimmer shall used for chipping and profile Grinder finishing. 3. Required nos. of Joggled plates shall be supplied by Railway nearest P. Way Stores and the same shall returned at nearest P. Way Store or at other location as per direction of Engineer-in- Charge after release from track. | Each 300.00 & the to IR's by to fish by per by be for fish at be | — | 1,701.08 | 5,10,324 |
| 15 | For PSC Sleeper | TRM 13650.00 | — | 95.71 | 13,06,441.5 |
| 16 | For PSC Sleeper Track with Sleeper Density 1540 | of TRM 2000.00 | — | 134 | 2,68,000 |
| 17 | For PSC Sleeper Track with Sleeper Density 1660 | of TRM 13650.00 | — | 147.4 | 20,12,010 |
| 18 | For PSC Sleeper Track with Sleeper Density 1540 | of TRM 2000.00 | — | 103.08 | 2,06,160 |
| 19 | For PSC Sleeper Track with Sleeper Density 1660 | of TRM 13650.00 | — | 113.38 | 15,47,637 |
| 20 | Packing of isolated loose PSC sleepers plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of renewed sleepers and packing the sleeper bring the track to normal speed including gauging, aligning, squaring of sleepers sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing tracks where ever necessary complete and directed by the Engineer-in-charge. | on Sleeper 3000.00 the to and of as | — | 86.43 | 2,59,290 |
| 21 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift make up general track level, packing profiling as directed. | Each 1600.00 to and | — | 604.97 | 9,67,952 |
| 22 | PSC Sleeper track - Maximum slew up 50mm | to TRM 1400.00 | — | 134.34 | 1,88,076 |
| 23 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM 1400.00 | — | 169.39 | 2,37,146 |
| 24 | Without Rail tensor | TRM 17650.00 | — | 42.59 | 7,51,713.5 |
| 25 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer charge to keep drains clean and clear cuttings etc. | RM 4800.00 in- in | — | 34.63 | 1,66,224 |
| 26 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out reach of cutter chain and putting the same cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM 9000.00 of in re- | — | 16.88 | 1,51,920 |
| 27 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied department and attending track parameters etc. complete so as to make track fit for kmph speed. | TRM 9000.00 is by 20 | — | 41.96 | 3,77,640 |
| 28 | Removal of screened muck discharged BCM, where muck disposal on side slope restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | by TRM 9000.00 is of | — | 31.87 | 2,86,830 |
| 29 | Removing the ballast from shoulders, over after BCM working, screening the same removing the muck and putting back screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | left TRM 9000.00 the | — | 22.06 | 1,98,540 |
| 30 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing fastening, attention during each round sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM 9000.00 in of of | — | 39.58 | 3,56,220 |
| 31 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess high and disposing off extra muck beyond from edge of cutting which are up to 3m deep or alternatively carting it up to 50m disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM 9000.00 is 5m for | — | 35.29 | 3,17,610 |
| 32 | Carrying out Through packing of sleepers make track fit for 30 KM speed as procedure stipulated in latest version IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | to TRM 9000.00 per of | — | 91.06 | 8,19,540 |
| 33 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs shoulders including boxing/profiling as IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing track etc. complete and as directed by Engineer-in-charge. | TRM 9000.00 and per the of the | — | 33.12 | 2,98,080 |
| 34 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to standards in specific time including crossing of tracks etc. complete and as directed by Engineer - in - charge. I. Pre-BCM Operation a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling ballast up to sleeper level. c) Tightening fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : Assistance to S&T Department : Opening cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement initial packing of lead portion to allow train 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing Levelling of muck duly ensuring levelling muck on cess side and lowering of cess to deep screened depth and removing of muck in between the lines and leading up 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM 9000.00 the the : up of a) of b) of & at the / of the to in this | — | 448.25 | 40,34,250 |
| 35 | 60 Kg - 110/90 UTS - Outside Track | Each 200.00 | — | 219.76 | 43,952 |
| 36 | 52 Kg - 90 UTS - Outside Track | Each 150.00 | — | 197.11 | 29,566.5 |
| 37 | 60 Kg - 110/90 UTS - On Running Line | Each 200.00 | — | 280.99 | 56,198 |
| 38 | 52 Kg - 90 UTS- On Running Line | Each 150.00 | — | 228.94 | 34,341 |
| 39 | Outside Track | Each 1400.00 | — | 50.01 | 70,014 |
| 40 | On Running Line | Each 1400.00 | — | 67.23 | 94,122 |
| 41 | I n Wagon where mechanical handling possible and traffic block is not required or Truck / trailer | is MT 6345.00 in | — | 95.87 | 6,08,295.15 |
| 42 | For lead up to 500 metres | MT 6345.00 | — | 319.49 | 20,27,164.05 |
| 43 | Lead beyond 100 Km and up to 150 Km | MT 65.00 | — | 990.6 | 64,389 |
| 44 | Extra for every Km per MT beyond 150 over item no. 172047 | Km MT-Km 19500.00 | — | 3.29 | 64,155 |
| 45 | Lead beyond 100 Km and up to 150 Km | MT 6410.00 | — | 867.28 | 55,59,264.8 |
| 46 | Extra for every Km per MT beyond 150 over item no. 172057 | Km MT-Km 1923000.00 | — | 3.29 | 63,26,670 |
| 47 | From Truck / Trailer | MT 6345.00 | — | 91.41 | 5,79,996.45 |
| 48 | All type of PSC sleepers | MT 6345.00 | — | 429.95 | 27,28,032.75 |
| 49 | P.Way fittings of all types and other similar loose items | MT 60.00 | — | 414.33 | 24,859.8 |
| 50 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour 1220.00 | — | 864.02 | 10,54,104.4 |
| 51 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works handling of material | Hour 260.00 of | — | 964.49 | 2,50,767.4 |
| Schedule total | ₹5,75,79,101.42 | ||||
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