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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
25 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
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)
20 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.
Miscellaneous P.way maintenance work in the Jurisdiction of ADEN/LINE-I/JU.
184OF2026-27~NWR
184OF2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹8.6 L
3 Nov 2026
3 Nov 2026
11 Nov 2026
100 items across 1 schedule · ₹4,27,97,218.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 2000.00 | 107.39 | 2,14,780 |
| 2 | Up to 40 m long rail panel | RM | 5000.00 | 9.8 | 49,000 |
| 3 | For Through Rail Renewal work | TRM | 4000.00 | 48.05 | 1,92,200 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 1500.00 | 38 | 57,000 |
| 5 | For Through Rail Renewal work | TRM | 4000.00 | 49.55 | 1,98,200 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 1500.00 | 40.24 | 60,360 |
| 7 | Locations other than Ballasted Deck Bridge | Each | 500.00 | 507.15 | 2,53,575 |
| 8 | For 1.00m long fishplates | Joint | 3000.00 | 120.4 | 3,61,200 |
| 9 | For 610 mm long fish plates. | Joint | 2400.00 | 83.03 | 1,99,272 |
| 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 | 640000.00 | 3.72 | 23,80,800 |
| 11 | 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 | 15000.00 | 4.65 | 69,750 |
| 12 | By using Railway's Grease graphite | Each | 30000.00 | 32.83 | 9,84,900 |
| 13 | GRSP | Each | 16000.00 | 22.26 | 3,56,160 |
| 14 | ERCs | Each | 10000.00 | 7.43 | 74,300 |
| 15 | Metal/GFN Liners | Each | 10000.00 | 4.95 | 49,500 |
| 16 | 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 screw with 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 | 8800.00 | 294.73 | 25,93,624 |
| 17 | Rail section of 52Kg and above | Each | 1050.00 | 127.67 | 1,34,053.5 |
| 18 | Renewal of existing SEJ along 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 all new materials to site, transportation 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 | 30.00 | 8,307.19 | 2,49,215.7 |
| 19 | 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 | 30.00 | 9,135.77 | 2,74,073.1 |
| 20 | 1 in 8½ Points & Crossing | Set | 5.00 | 14,360.08 | 71,800.4 |
| 21 | 1 in 12 Points & Crossing | Set | 5.00 | 19,545.93 | 97,729.65 |
| 22 | Sleepers up to 2.85 m length | Each | 400.00 | 651.53 | 2,60,612 |
| 23 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 300.00 | 898.16 | 2,69,448 |
| 24 | 1 in 12 Turnout | Set | 30.00 | 4,464.56 | 1,33,936.8 |
| 25 | 1 in 12 Switch Assembly | Set | 30.00 | 15,801.98 | 4,74,059.4 |
| 26 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 30.00 | 1,824.1 | 54,723 |
| 27 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 20.00 | 1,459.28 | 29,185.6 |
| 28 | 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 | 650.00 | 370.27 | 2,40,675.5 |
| 29 | Fabrication, supply and fixing of MS lock pins/bolts for stock and tongue rails made out of MS 40mm dia of length 200mm with head cutting, lathe machining, milling, drilling, welding the rod with MS flat of 6mm thick of suitable size as required at site with MS split pins/bolts and supplying of remaining ancillary materials required at for locking, including all taxes, lead, lift, loading and un loading , tools and plants, transportation, crossing of track whenever necessary etc., complete and as directed by Engineer-in-charge at site. | Set | 80.00 | 1,407.78 | 1,12,622.4 |
| 30 | Turnout sleepers of length up to 2.85 m | Each | 100.00 | 147.2 | 14,720 |
| 31 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 176.64 | 35,328 |
| 32 | Sleepers of length more than 4.20 m | Each | 100.00 | 191.36 | 19,136 |
| 33 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM | 1000.00 | 552.85 | 5,52,850 |
| 34 | 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 | 200.00 | 191.51 | 38,302 |
| 35 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 200.00 | 29.7 | 5,940 |
| 36 | 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 | 130000.00 | 28.14 | 36,58,200 |
| 37 | Under Traffic Block Conditions: | cum | 8000.00 | 56.2 | 4,49,600 |
| 38 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 120.00 | 2,079.91 | 2,49,589.2 |
| 39 | For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 400.00 | 1,917.13 | 7,66,852 |
| 40 | In-situ reconditioning of MCI insert of points & crossings sleeper by reclaiming the worn-out portion to the desired height, grinding of the finished profile for regaining the toe load lost. The reconditioning to be done by using TERRA C I-94 - Electrodes of make L & T, Advani Oerlicon, Diffusion, SHARP - 650, or equivalent approved by RDSO for reconditioning of Cast iron alloys. removing and refixing the required fittings for reconditioning in traffic condition. The cost includes all labour, lead lift, transportation of men and material, cost of consumables, hiring of machinery required etc, complete and as directed by the Engineer-in -charge. | Each | 16000.00 | 276.19 | 44,19,040 |
| 41 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 1000.00 | 134 | 1,34,000 |
| 42 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 1000.00 | 103.08 | 1,03,080 |
| 43 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. | Each | 2000.00 | 604.97 | 12,09,940 |
| 44 | Without Rail tensor | TRM | 60000.00 | 42.59 | 25,55,400 |
| 45 | 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 | 1000.00 | 102.98 | 1,02,980 |
| 46 | 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. N o t e : (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 | 100.00 | 1,929.81 | 1,92,981 |
| 47 | With Contractor's hard wood block. | Each | 200.00 | 1,426.71 | 2,85,342 |
| 48 | 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 | 800.00 | 291.74 | 2,33,392 |
| 49 | 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 | 130000.00 | 15.94 | 20,72,200 |
| 50 | For duration of 8 hrs. | Each | 1200.00 | 883.04 | 10,59,648 |
| 51 | For 60 Kg Rails | TRM | 15500.00 | 79.02 | 12,24,810 |
| 52 | For 52 Kg Rails | TRM | 15500.00 | 70.21 | 10,88,255 |
| 53 | 1 in 12 Turnout | Set | 240.00 | 1,276.62 | 3,06,388.8 |
| 54 | Kilometre & Gradient post | Each | 550.00 | 95.6 | 52,580 |
| 55 | Hectometre Post | Each | 1500.00 | 109.04 | 1,63,560 |
| 56 | LWR / SEJ Board | Each | 250.00 | 168.98 | 42,245 |
| 57 | Level Crossing Boards including Road Sign Boards | Each | 120.00 | 191.61 | 22,993.2 |
| 58 | Level Crossing Boom without fringe | Metre | 140.00 | 134.2 | 18,788 |
| 59 | Bridge Board | Each | 250.00 | 168.98 | 42,245 |
| 60 | HFL, FSL & DL on Bridge Pier / Abutment | Each | 250.00 | 729.67 | 1,82,417.5 |
| 61 | For day time block working | TRM | 100000.00 | 20.3 | 20,30,000 |
| 62 | Level crossing with asphalted surface | Sqm | 500.00 | 406.25 | 2,03,125 |
| 63 | Level crossing with CC block surface | Sqm | 500.00 | 350.76 | 1,75,380 |
| 64 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 98.00 | 11,639.19 | 11,40,640.62 |
| 65 | 60 Kg - 110/90 UTS - Outside Track | Each | 250.00 | 219.76 | 54,940 |
| 66 | 52 Kg - 90 UTS - Outside Track | Each | 200.00 | 197.11 | 39,422 |
| 67 | Outside Track | Each | 500.00 | 50.01 | 25,005 |
| 68 | On Running Line | Each | 1800.00 | 67.23 | 1,21,014 |
| 69 | 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 | 1500.00 | 74.81 | 1,12,215 |
| 70 | Measuring of Toe Load of ERC during service in field by Toe Load Measuring Device (Mechanical) with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Toe Load Measuring Device (Mechanical) will be as per RDSO's Specification No. TM/SM/14 (Rev. 01 of 2005 with all updation). | Each | 6000.00 | 4.33 | 25,980 |
| 71 | Extraction of jammed ERC by Heavy Duty Hydraulic Extractor with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Heavy Duty Hydraulic Extractor for jammed ERCs (10 Ton capacity) shall be used as per RDSO's Specification No. TM/SM/6, dated 8.05.1991. | Each | 1200.00 | 37.98 | 45,576 |
| 72 | 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 | 3000.00 | 80.54 | 2,41,620 |
| 73 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 440.00 | 124.5 | 54,780 |
| 74 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 640.00 | 92.69 | 59,321.6 |
| 75 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 440.00 | 95.87 | 42,182.8 |
| 76 | Lead up to 5 Km | MT | 1100.00 | 182.79 | 2,01,069 |
| 77 | Lead beyond 5 Km and up to 10 km | MT | 440.00 | 226.82 | 99,800.8 |
| 78 | Lead beyond 10 Km and up to 20 km | MT | 440.00 | 286.21 | 1,25,932.4 |
| 79 | Lead beyond 20 Km and up to 30 km | MT | 440.00 | 357.88 | 1,57,467.2 |
| 80 | Lead beyond 30 Km and up to 50 km | MT | 440.00 | 456.55 | 2,00,882 |
| 81 | Lead beyond 50 Km and up to 100 Km | MT | 220.00 | 669.61 | 1,47,314.2 |
| 82 | Lead beyond 100 Km and up to 150 Km | MT | 220.00 | 990.6 | 2,17,932 |
| 83 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 2200.00 | 3.29 | 7,238 |
| 84 | Lead up to 5 Km | MT | 600.00 | 59.47 | 35,682 |
| 85 | Lead beyond 5 Km and up to 10 km | MT | 240.00 | 103.5 | 24,840 |
| 86 | Lead beyond 10 Km and up to 20 km | MT | 240.00 | 162.89 | 39,093.6 |
| 87 | Lead beyond 20 Km and up to 30 km | MT | 240.00 | 234.56 | 56,294.4 |
| 88 | Lead beyond 30 Km and up to 50 km | MT | 240.00 | 333.24 | 79,977.6 |
| 89 | With Contractor's hard wood block | Each | 250.00 | 1,773.03 | 4,43,257.5 |
| 90 | 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 | 1100.00 | 228.69 | 2,51,559 |
| 91 | 26.5 mm dia. | Each | 12.00 | 2,499.69 | 29,996.28 |
| 92 | 31.75 mm dia. | Each | 15.00 | 4,073.42 | 61,101.3 |
| 93 | For Removing | Each | 660.00 | 248.86 | 1,64,247.6 |
| 94 | For Fixing / Re-erecting | Each | 660.00 | 248.86 | 1,64,247.6 |
| 95 | 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 | 3200.00 | 161.09 | 5,15,488 |
| 96 | 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 | 150.00 | 4,211.6 | 6,31,740 |
| 97 | 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 | 250827.00 | 0.63 | 1,58,021.01 |
| 98 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 2000.00 | 864.02 | 17,28,040 |
| 99 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 605.00 | 964.49 | 5,83,516.45 |
| 100 | Tractor with Trolley for local transportation or other misc. works. | Hour | 3000.00 | 167.24 | 5,01,720 |
| Schedule total | ₹4,27,97,218.71 | ||||
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