Loading
Loading…
Loading…
Tender Value
₹36.7 Cr
EMD Value
₹73.3 L
Closing Date
10 Jul 2026, 3:00 pmClosed
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
(PH-31)
ADEN JSM
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)
11 conditions · 3 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.
Phalodi Jn. - Jaisalmer CTR(P) - 48.905 Tkm (From Km 134.29 to Km 160.595 & Km 183.4 to Km 206) by Contractors own PQRS/SQRS portal with Supply of P.way material under ADEN/JSM Jurisdiction.
ADENJSM01OF2026-27
ADENJSM01OF2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹73.3 L
10 Jul 2026
20 Jun 2026
26 Jun 2026
57 items across 1 schedule · ₹16,33,98,014.16 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ3 | cum | 46600.00 | 227.72 | 1,06,11,752 |
| 2 | In all conditions and classifications of soil except rock | cum | 38080.00 | 107.39 | 40,89,411.2 |
| 3 | Up to 40 m long rail panel | RM | 6000.00 | 9.8 | 58,800 |
| 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 | 27000.00 | 3.72 | 1,00,440 |
| 5 | Rail section of 52Kg and above | Each | 7530.00 | 127.67 | 9,61,355.1 |
| 6 | Under Traffic Block Conditions | Set | 14.00 | 7,900.25 | 1,10,603.5 |
| 7 | 1 in 12 Turnout (Under Traffic Block) | Set | 12.00 | 37,253.94 | 4,47,047.28 |
| 8 | 1 in 12 Turnout | Set | 12.00 | 46,110.68 | 5,53,328.16 |
| 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 | 12.00 | 57,876.21 | 6,94,514.52 |
| 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 | 4700.00 | 191.51 | 9,00,097 |
| 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 | 3500.00 | 28.14 | 98,490 |
| 15 | Under Traffic Block Conditions: | cum | 88029.00 | 56.2 | 49,47,229.8 |
| 16 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. | Each | 1218.00 | 1,701.08 | 20,71,915.44 |
| 17 | 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 | 110000.00 | 309.11 | 3,40,02,100 |
| 18 | For sleeper density of 1660 sleepers per km | TRM | 3000.00 | 299.09 | 8,97,270 |
| 19 | 1 in 12 PSC layout | Set | 12.00 | 15,946.88 | 1,91,362.56 |
| 20 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 7500.00 | 134.34 | 10,07,550 |
| 21 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 7500.00 | 169.39 | 12,70,425 |
| 22 | Without Rail tensor | TRM | 48905.00 | 42.59 | 20,82,863.95 |
| 23 | 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 | 150.00 | 1,929.81 | 2,89,471.5 |
| 24 | 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 of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re- fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM | 48905.00 | 16.88 | 8,25,516.4 |
| 25 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM | 48905.00 | 41.96 | 20,52,053.8 |
| 26 | Removal of screened muck discharged by BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of 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. | TRM | 37600.00 | 31.87 | 11,98,312 |
| 27 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 15000.00 | 2.97 | 44,550 |
| 28 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the 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. | TRM | 32600.00 | 22.06 | 7,19,156 |
| 29 | 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 in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of 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 | 48905.00 | 39.58 | 19,35,659.9 |
| 30 | 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 is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM | 20000.00 | 35.29 | 7,05,800 |
| 31 | Carrying out Through packing of sleepers to make track fit for 30 KM speed as per procedure stipulated in latest version of IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | TRM | 48905.00 | 91.06 | 44,53,289.3 |
| 32 | 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 | 15000.00 | 33.12 | 4,96,800 |
| 33 | 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 the standards in specific time including crossing of tracks etc. complete and as directed by the 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 up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of 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. b) 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 of 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 at 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 the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM | 24600.00 | 448.25 | 1,10,26,950 |
| 34 | For day time block working | TRM | 48905.00 | 20.3 | 9,92,771.5 |
| 35 | Level crossing with asphalted surface | Sqm | 1600.00 | 406.25 | 6,50,000 |
| 36 | Level crossing with CC block surface | Sqm | 1600.00 | 350.76 | 5,61,216 |
| 37 | 60 Kg - 110/90 UTS - Outside Track | Each | 780.00 | 219.76 | 1,71,412.8 |
| 38 | 60 Kg - 110/90 UTS - On Running Line | Each | 1956.00 | 280.99 | 5,49,616.44 |
| 39 | Outside Track | Each | 4680.00 | 50.01 | 2,34,046.8 |
| 40 | On Running Line | Each | 11736.00 | 67.23 | 7,89,011.28 |
| 41 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 145.00 | 123.98 | 17,977.1 |
| 42 | For lead up to 500m | MT | 6306.00 | 463.74 | 29,24,344.44 |
| 43 | For lead beyond 500 metre and up to 1 Km | MT | 6306.00 | 675.16 | 42,57,558.96 |
| 44 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 24808.00 | 95.87 | 23,78,342.96 |
| 45 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 276.00 | 155.31 | 42,865.56 |
| 46 | Lead beyond 100 Km and up to 150 Km | MT | 306.00 | 990.6 | 3,03,123.6 |
| 47 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT- Km | 45900.00 | 3.29 | 1,51,011 |
| 48 | Lead beyond 100 Km and up to 150 Km | MT | 31841.00 | 867.28 | 2,76,15,062.48 |
| 49 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 4776150.00 | 3.29 | 1,57,13,533.5 |
| 50 | From Truck / Trailer | MT | 24808.00 | 91.41 | 22,67,699.28 |
| 51 | From Truck / Trailer | MT | 276.00 | 94.08 | 25,966.08 |
| 52 | From Truck / Trailer | MT | 145.00 | 124.13 | 17,998.85 |
| 53 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 5086.00 | 392.28 | 19,95,136.08 |
| 54 | All type of PSC sleepers | MT | 21464.00 | 429.95 | 92,28,446.8 |
| 55 | P.Way fittings of all types and other similar loose items | MT | 294.00 | 414.33 | 1,21,813.02 |
| 56 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 2350.00 | 864.02 | 20,30,447 |
| 57 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 750.00 | 964.49 | 7,23,367.5 |
| Schedule total | ₹16,33,98,014.16 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
FinalSTDWorks12.2.20191.pdf
ATTACHMENT
2022_CE-I_CT_GCC-2022Policy14.07.2022.pdf
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf corrigendum 01 05 2023
ATTACHMENT
GCC 2022
ATTACHMENT
ACS no 2 in GCC 2022
ATTACHMENT
ACS-2toGCC-2022_2022-CE-1-CT-GCC-2022-POLICY_13.12.2022.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.221.pdf
ATTACHMENT
CorrigendumintenderdocumentJU01052023.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .