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Tender Value
₹37.9 Cr
EMD Value
₹75.8 L
Closing Date
24 Aug 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
(PH-31)
AEN LINEII
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)
21 conditions · 4 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.
Raikabagh - Phalodi Jn. CTR(P) - 92.000 Tkm (From Km 0.000 to Km 92.000) by Contractors own PQRS/SQRS portal under ADEN/Line-II Jurisdiction.
119OF2026-27~NWR
119OF2026-27
Open
Works - General
15 Months
Jodhpur, Rajasthan
₹0
₹75.8 L
31 Jul 2026
31 Jul 2026
10 Aug 2026
47 items across 1 schedule · ₹23,86,59,712.23 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ3 | cum | 15550.00 | 227.72 | 35,41,046 |
| 2 | In all conditions and classifications of soil except rock | cum | 15550.00 | 107.39 | 16,69,914.5 |
| 3 | Up to 40 m long rail panel | RM | 16000.00 | 9.8 | 1,56,800 |
| 4 | 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 | 61244.00 | 3.72 | 2,27,827.68 |
| 5 | Rail section of 52Kg and above | Each | 14180.00 | 127.67 | 18,10,360.6 |
| 6 | Under Traffic Block Conditions | Set | 39.00 | 7,900.25 | 3,08,109.75 |
| 7 | 1 in 12 Turnout (Under Traffic Block) | Set | 60.00 | 37,253.94 | 22,35,236.4 |
| 8 | 1 in 12 Turnout | Set | 60.00 | 46,110.68 | 27,66,640.8 |
| 9 | 1 in 8½ Turnouts | Set | 6.00 | 44,847.67 | 2,69,086.02 |
| 10 | Derailing Switch | Set | 2.00 | 10,272.35 | 20,544.7 |
| 11 | 1 in 12 Turnouts | Set | 60.00 | 57,876.21 | 34,72,572.6 |
| 12 | For average lead up to 50m and lift up to 5m | cum | 5000.00 | 100.3 | 5,01,500 |
| 13 | 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 | 9210.00 | 191.51 | 17,63,807.1 |
| 14 | 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 | 32420.00 | 28.14 | 9,12,298.8 |
| 15 | For 60 Kg - 90 UTS Rail | Each | 3042.00 | 7,179.68 | 2,18,40,586.56 |
| 16 | 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 | 212030.00 | 309.11 | 6,55,40,593.3 |
| 17 | For sleeper density of 1660 sleepers per km | TRM | 4000.00 | 299.09 | 11,96,360 |
| 18 | 1 in 12 PSC layout | Set | 60.00 | 15,946.88 | 9,56,812.8 |
| 19 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 18400.00 | 134.34 | 24,71,856 |
| 20 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 18400.00 | 169.39 | 31,16,776 |
| 21 | 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 r e q u i r e d including stacking of released material and as directed by engineer in- charge. Note: (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 | 736.00 | 1,929.81 | 14,20,340.16 |
| 22 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the 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 of track etc. complete and as directed by the Engineer-in-charge. | TRM | 40000.00 | 33.12 | 13,24,800 |
| 23 | Level crossing with asphalted surface | Sqm | 4600.00 | 406.25 | 18,68,750 |
| 24 | Level crossing with CC block surface | Sqm | 4600.00 | 350.76 | 16,13,496 |
| 25 | 60 Kg - 110/90 UTS - Outside Track | Each | 1474.00 | 219.76 | 3,23,926.24 |
| 26 | 60 Kg - 110/90 UTS - On Running Line | Each | 3684.00 | 280.99 | 10,35,167.16 |
| 27 | Outside Track | Each | 8844.00 | 50.01 | 4,42,288.44 |
| 28 | On Running Line | Each | 22104.00 | 67.23 | 14,86,051.92 |
| 29 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 548.00 | 123.98 | 67,941.04 |
| 30 | For lead up to 500m | MT | 11936.00 | 463.74 | 55,35,200.64 |
| 31 | For lead beyond 500 metre and up to 1 Km | MT | 11936.00 | 675.16 | 80,58,709.76 |
| 32 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 46812.00 | 95.87 | 44,87,866.44 |
| 33 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 1380.00 | 155.31 | 2,14,327.8 |
| 34 | Lead beyond 100 Km and up to 150 Km | MT | 590.00 | 990.6 | 5,84,454 |
| 35 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT- Km | 88500.00 | 3.29 | 2,91,165 |
| 36 | Lead beyond 100 Km and up to 150 Km | MT | 61312.00 | 867.28 | 5,31,74,671.36 |
| 37 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 9196800.00 | 3.29 | 3,02,57,472 |
| 38 | From Truck / Trailer | MT | 46812.00 | 91.41 | 42,79,084.92 |
| 39 | From Truck / Trailer | MT | 1380.00 | 94.08 | 1,29,830.4 |
| 40 | From Truck / Trailer | MT | 548.00 | 124.13 | 68,023.24 |
| 41 | Complete Track Renewal on Bridge with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, drilling of holes, cutting of rails etc. and leading the released rails, sleepers & fittings near bridge approaches under traffic block as directed and making track structure fit for normal speed. N o t e : 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | TRM | 30.00 | 1,183.07 | 35,492.1 |
| 42 | Manufacture and supply of Hook Bolt 28mm dia. & 320mm long as per RDSO Drg. no. BA-1636/I/R2 from RDSO approved sources | Kg | 320.00 | 136.05 | 43,536 |
| 43 | Manufacture & supply of 10mm thick Grooved Rubber Pads as per drg. No. RDSO/T-5199 & RDSO's Spec. no. IRS-T-47- 2006 (Prov.) from RDSO approved sources with all contractor's lead, lift, labour, tools, plant and transportation etc. complete as instructed by Engineer in-charge. Note: One set constitutes two nos. | Set | 100.00 | 402.18 | 40,218 |
| 44 | Manufacture & supply of Elastomeric Pads 25mm / 30mm thick as per RDSO drawing No. B/1636/I/R2 to suit Insulated steel channel sleepers from RDSO approved sources with all contractor's material, lead, lift, labour, tools, plant and transportation etc. complete and as instructed by Engineer in-charge. Note: One set constitutes two nos. | Set | 100.00 | 1,324.69 | 1,32,469 |
| 45 | Supplying of Zero toe load fixtures for H Beam sleepers of 52/60Kg Rails procured from RDSO approved firms a s p e r RDSO approved drawing with up-to-date correction slips and specifications with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per instructions of Engineer in-charge. Note: Complete fixture for 1 sleeper shall constitute 1 set. | Set | 100.00 | 4,216.49 | 4,21,649 |
| 46 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 5520.00 | 864.02 | 47,69,390.4 |
| 47 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 1840.00 | 964.49 | 17,74,661.6 |
| Schedule total | ₹23,86,59,712.23 | ||||
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nit.pdf
NIT
AmendmenttoCECircular129.pdf
ATTACHMENT
SpecialConditionofCTRbyContPQRSportal.pdf
ATTACHMENT
ACSno01to06inGCC2022.pdf
ATTACHMENT
ACSno7to10.pdf
ATTACHMENT
ACS11dated130326toIRGCCApril20221_compressed.pdf
ATTACHMENT
GCC2022ACS102repaired2025compressed1.pdf
ATTACHMENT
AnnexureVofGCC.pdf
ATTACHMENT
SeekingclarificationonapplicabilityofGCCCorrectionSlipNo1024-06-2025.pdf
ATTACHMENT
SPECIALCONDITIONFORBALLASTSUPPLYCECir129.pdf
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GuidelinesonworkingofcontractorsTLEBoardLetterdt13.07.2026_compressed.pdf working of
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
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FinalSTDWorks12.2.20191.pdf
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GuidelinesonworkingofcontractorsTLEBoardLetterdt13.07.2026_compressed.pdf
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