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Tender Value
₹9.9 Cr
EMD Value
₹6.5 L
Closing Date
9 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
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)
10 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.
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.
Provision of new TMC siding including Linking of track, extension of track machine sidings, & other ancillary work at various stations ie. Asarnada, Banar, Luni, Rohat, Palimarwar, Mandor, Marwar Mathaniya, Tivari, Haralaya, Marwar Lohawat, Marwar Khara, Ashapura Gomat, Odhaniya Chacha , Jetha Chandan, Thaiyat Hamira, & Jaisalmer station for new TMC sidings in the Jurisdiction of DEN/Cent.
151OF2025-26~NWR
151OF2025-26
Open
Works - General
15 Months
Jodhpur, Rajasthan
₹0
₹6.5 L
9 Jan 2026
16 Dec 2025
26 Dec 2025
72 items across 2 schedules · ₹9,64,57,936.89 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based initial ground levels before doing benching and (ii) final profile of the bank worked with final levels as per prevailing guidelines. | to to 2) on out | — | — | — | |
| 1 | Using Soil Class SQ1 | cum | 40000.00 | 215.53 | 86,21,200 |
| 2 | Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher different gradations, wet mixing of same in designed proportion in Pug mill wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall used only when entire constituent blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation designed proportion. | cum to the or No. be of of | 11200.00 | 1,728.03 | 1,93,53,936 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of bridges, retaining walls etc. including setting out, dressing of sides, ramming bottom, getting out the excavated material, back filling in layers with approved material and consolidation of layers by ramming and watering etc. including all lift, disposal of surplus soil to a lead of 300m, all types of shoring strutting with all labour and material complete as per drawing and technical specification as directed by Engineer charge. Note: This item will be used excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | the of the up and in for | — | — | — | |
| 3 | All kinds of soils | cum | 3130.00 | 210.9 | 6,60,117 |
| Providing and laying in position Plain cement concrete of specified Nominal f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding cost of Cement, centering and shuttering All work up to plinth level : | Mix the - | — | — | — | |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) 6 graded stone aggregate 20 mm nominal size) | : cum | 430.00 | 3,015.76 | 12,96,776.8 |
| 5 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall made extra under relevant item. Plasticiser shall invariably be used approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made per relevant item. | cum in be 2. in as | 530.00 | 2,919.59 | 15,47,382.7 |
| Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality the following Reinforced cement concrete structural elements up to height of 9.0 from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall made extra under relevant item. Plasticiser shall invariably be used approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made per relevant item. | for m be 2. in as | — | — | — | |
| 6 | Abutment & Pier | cum | 15.00 | 2,999.09 | 44,986.35 |
| Centering and shuttering including strutting, propping etc. and removal form for : | of | — | — | — | |
| 7 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 1330.00 | 715.17 | 9,51,176.1 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 8 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 355.60 | 7,801.51 | 27,74,216.96 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing position and binding all complete. | in | — | — | — | |
| 9 | Thermo-Mechanically Treated bars grade Fe-500D or more of approved brands/makes. | of Kg | 96800.00 | 107.01 | 1,03,58,568 |
| 10 | Supplying and fixing HSFG bolts of any and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 bridges and s t e e l structures with contractors labour, tools and plants and lead and lift etc., complete. | dia Kg for | 15640.00 | 180.45 | 28,22,238 |
| 11 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required per approved drawing including applying priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing tracks if required etc., complete as specification and as directed by Engineer- in-charge. Note: The payment shall made on the theoretical weight of main components and gusset plates only. | MT in as a of per be | 223.00 | 1,29,631.69 | 2,89,07,866.87 |
| Cutting / cropping of rail of 52Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged time. 2. Cutting of Rails with blade and forcing to part by using other means break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | in to | — | — | — | |
| 12 | On Cess | Each | 4000.00 | 260.23 | 10,40,920 |
| Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc. | — | — | — | — | |
| 13 | Hole of dia. 26.5mm and above | Each | 4320.00 | 255.59 | 11,04,148.8 |
| Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section PSC sleepers on prepared ballast bed New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of components, fittings with housing tongue rails as per requirement signaling, preparing ballast bed, filling spreading of ballast as required, linking turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for kmph speed including lubrication fittings/fastenings, complete as directed Engineer in-charge. | on for all of of and of 20 of by | — | — | — | |
| 14 | Derailing Switch | Set | 16.00 | 10,272.35 | 1,64,357.6 |
| Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre proposed / existing track, as directed engineer in-charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by contractor. (2) Excavation and concrete work, if required, will be paid separately. | of by bar the | — | — | — | |
| 15 | With contractor's hard wood pegs of mm dia and 60 cm long | 50 Each | 480.00 | 133.12 | 63,897.6 |
| 16 | Spreading of ballast, from existing stacks available along formation on top or c e s s , in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes form consolidated ballast bed approximately 250mm thickness to a width of 4m symmetrical to centre line proposed track in correct line & level with all ascents & descents, as directed Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller formation and removing the same making good formation after completion work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum at to of of by to & of | 11680.00 | 44.93 | 5,24,782.4 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types fittings and fastenings to correct gauge alignment, lubrication of fittings and fastenings with contractor's grease as IRPWM standards with contractors labour, tools, consumables, with all lead, lifts complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed Indian Railway Track Machine Manual deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | of & per etc. in for be | — | — | — | |
| 17 | For sleeper density of 1540 sleepers km | per TRM | 4800.00 | 277.89 | 13,33,872 |
| 18 | Assembling, laying and linking of Broad Gauge track over CC apron, RCC/CC Bed Blocks etc. to correct level & alignment, fixing of all fittings with rails / panels, aligning & leveling correctly, as directed engineer in-charge. Rate is inclusive cutting rails, drilling holes for fixing plates, lubrication of fittings & fastenings, fixing reference pillars, arrangement keeping assembly in correct position while concreting, as required. | TRM by of fish for | 200.00 | 218.38 | 43,676 |
| First or Second Through Packing of track all sleeper density including giving general lift, as desired to eliminate after Deep Screening work, lifting of track, lowering of track and major realignment curves and formation rehabilitation as procedure prescribed in latest edition IRPWM. Note: General lift is normally mm and isolated lift may be up to 50 mm. | of a sag of per of 25 | — | — | — | |
| 19 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 4800.00 | 134 | 6,43,200 |
| Third or subsequent Through Packing track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | of | — | — | — | |
| 20 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 4800.00 | 103.08 | 4,94,784 |
| Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment ballast, heaping-up of ballast, filling-up cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; Digging, screening and replenishment ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening loose fittings immediately before & after tamping; (6) Replacement of broken missing fittings supplied by Railway; Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: Tamping blocks are not identical & it may be given at any time either during day night. 2. Stages of payment a) 30% of rate will be paid on completion of tamping attention, b) Balance 70% of rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry pre/during/post operation. 4.Payment shall be made only once in irrespective numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. | of of (3) (4) of of / (7) of 1. or the pre the out of | — | — | — | |
| 21 | For day time block working | TRM | 4800.00 | 20.3 | 97,440 |
| Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift to 5 metres. | up | — | — | — | |
| 22 | I n Wagon where mechanical handling possible and traffic block is not required in Truck/trailer. | is MT or | 672.00 | 124.5 | 83,664 |
| Unloading of rails of any section and length up to 13 metre, in neat manner Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking prescribed manner. | for in | — | — | — | |
| 23 | From Wagon where mechanical handling possible and traffic block is not required in Truck / trailer. | is MT or | 672.00 | 92.69 | 62,287.68 |
| Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner departmental material train (DMT) contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up 250 metre and lift up to 5 metre, required with contractor's labour, tools plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | to or to if & | — | — | — | |
| 24 | I n Wagon where mechanical handling possible and traffic block is not required in Truck / trailer | is MT or | 2080.00 | 95.87 | 1,99,409.6 |
| Loading, leading and unloading of all types of P.Way fittings and all other m iscellane o us m a t e r i a l except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | — | — | — | — | |
| 25 | Lead beyond 100 Km and up to 150 Km | MT | 80.00 | 990.6 | 79,248 |
| 26 | Extra for every Km per MT beyond 150 over item no. 172047 | Km MT-Km | 8000.00 | 3.29 | 26,320 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. | — | — | — | — | |
| 27 | Lead beyond 100 Km and up to 150 Km | MT | 2592.00 | 867.28 | 22,47,989.76 |
| 28 | Extra for every Km per MT beyond 150 over item no. 172057 | Km MT-Km | 259200.00 | 3.29 | 8,52,768 |
| Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | in or | — | — | — | |
| 29 | From Truck / Trailer | MT | 2080.00 | 91.41 | 1,90,132.8 |
| 30 | Supply and fixing in position pre-cast cement concrete Fouling Mark as approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with labour, materials including cement, tools and plants etc. | Each per all | 16.00 | 474.79 | 7,596.64 |
| 31 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each all | 16.00 | 17,561.77 | 2,80,988.32 |
| Schedule total | ₹8,68,79,947.98 | ||||
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