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Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
30 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever 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 as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)(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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b)(b) (i)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: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components. (b)(ii)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) (iii) 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 Contract or 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 fulfilment 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 works 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 In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar nature of work:- Any civil Engineering work.
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
ADEN-FL Sub Division:- Provision of 1 Nos. New TMC sidings along with facilities in jurisdiction of ADEN-FL
ENGG-JP-2026-27-12
ENGG-JP-2026-27-12
Open
Works - General
6 Months
Jaipur, Rajasthan
₹0
₹2.9 L
30 Apr 2026
8 Apr 2026
16 Apr 2026
132 items across 2 schedules · ₹17,67,734.84 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 to Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching existing banks wherever required, spreading layers with motor grader, bringing the moisture content to OMC, mechanical compaction specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction s l i p s . Note: 1) Foundation preparation, Benching including additional earthwork account of this, wherever required, shall paid extra under relevant schedule item benching. 2) 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 on initial ground levels before doing benching and final profile of the bank worked out with final levels as per prevailing guidelines. | Soil in in to on be for (ii) | — | — | — | |
| 1 | Using Soil Class SQ2 | cum | 5000.00 | 227.72 | 11,38,600 |
| Dismantling and removing rail of all section length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within average distance of 500 metres as directed Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | & an by | — | — | — | |
| 2 | For Through Rail Renewal work | TRM | 200.00 | 48.05 | 9,610 |
| Assembling complete BG Turnout on staging, clear of infringements, to correct gauge alignment as per standard drawings with types of rail sections over PSC sleepers specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, all lift & crossing of track required and testing points with S&T staff throw of switch etc. at station yard after levelling surface complete including lubrication of all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall be paid separately 2. Required P.Way fittings/fastenings shall be supplied at SSE/P.Way stores. | and all at as for the | — | — | — | |
| 3 | 1 in 12 Turnout | Set | 1.00 | 46,110.68 | 46,110.68 |
| Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches prepared ballast bed during traffic block, manually or by contractor's cranes, specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers a v a ila b le anywhere within 500m as standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as requirement of signaling including crossing track, filling and spreading of ballast in and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. | on at per per of crib of by | — | — | — | |
| 4 | Derailing Switch | Set | 1.00 | 15,447.21 | 15,447.21 |
| Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers ballast bed, prepared after dismantling removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including cutting, drilling, fixing of all components, fittings with housing of tongue rails as requirement of signaling, preparing ballast bed, filling and spreading of ballast required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication fittings/fastening, complete as directed Engineer in-charge. Note: Payment dismantling & removal of existing turnout/normal line, transportation/stacking released material and preparing of ballast bed is not included in this item and shall be paid under relevant item. | on & per rail per as of by for of | — | — | — | |
| 5 | 1 in 12 Turnouts | Set | 1.00 | 57,876.21 | 57,876.21 |
| Unloading of Ballast from Railway's wagons other than Hopper wagons by opening doors of boxes and pulling & pushing down ballast with rake irons / phowrahs distributing unloaded ballast uniformly over the track as required, clearing infringements/jammed ballast, profiling boxing following all prescribed safety norms. | the and and | — | — | — | |
| 6 | Under Conditions not requiring Traffic Block: | cum | 500.00 | 104.69 | 52,345 |
| 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as Annexure - I shall be supplied by Railways. other items required shall be supplied by Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall used for chipping and profile Grinder finishing. 4. 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 per direction of Engineer-in-Charge after release from track. | and all of of per All the be for as | — | — | — | |
| 7 | 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 | 20.00 | 1,917.13 | 38,342.6 |
| 8 | Spreading of ballast, from existing stacks available along formation on top or at cess, required uniform thickness, compaction ballast layer laid on new formation at all locations with smooth wheeled power roller 8-10 tonne capacity to sufficient number passes to form consolidated ballast bed approximately 250mm thickness to a width 4m symmetrical to centre line of proposed track in correct line & level with all ascents descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing same & making good formation after completion of work; (b) redistribution leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum in of the of of of of & the & | 500.00 | 44.93 | 22,465 |
| Linking of BG track (except at LC, Bridges 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 formation, leading and spreading all fittings and fastenings, spreading of sleepers specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings 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 in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall paid separately under relevant item. | and to at and per etc. be | — | — | — | |
| 9 | For sleeper density of 1660 sleepers per km | TRM | 300.00 | 299.09 | 89,727 |
| First or Second Through Packing of track of sleeper density including giving a general as desired to eliminate sag after Deep Screening work, lifting of track, lowering track and major realignment of curves formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated may be up to 50 mm. | all lift, of and lift | — | — | — | |
| 10 | For other than PSC Sleeper Track with Sleeper Density of 1660 | TRM | 300.00 | 122.08 | 36,624 |
| Third or subsequent Through Packing of track for all sleeper density including picking slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated may be up to 50 mm. | of of lift | — | — | — | |
| 11 | For other than PSC Sleeper Track with Sleeper Density of 1660 | TRM | 300.00 | 97.66 | 29,298 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to 9862 of reputed make including painting liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% payment shall be made if painting on only gauge face side is done. | IS- of of | — | — | — | |
| 12 | For 60 Kg Rails | TRM | 100.00 | 79.02 | 7,902 |
| Quick cutting with abrasive rail cutter of types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | all | — | — | — | |
| 13 | 60 Kg - 110/90 UTS - Outside Track | Each | 100.00 | 219.76 | 21,976 |
| Drilling holes of 16 mm to 32 mm dia. with Drilling machine including chamfering with appropriate chamfering tools in all types of section with contractor's tools & plants, equipment, consumable with all lead & lift complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | Rail rail etc. | — | — | — | |
| 14 | Outside Track | Each | 100.00 | 50.01 | 5,001 |
| Loading of rails of any section and length up 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | to | — | — | — | |
| 15 | I n Wagon where mechanical handling possible and traffic block is not required or Truck/trailer. | is MT in | 40.00 | 124.5 | 4,980 |
| Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and up to 5 metre. | lift | — | — | — | |
| 16 | I n Wagon where mechanical handling possible and traffic block is not required or Truck/trailer. | is MT in | 3.00 | 123.98 | 371.94 |
| Unloading of rails of any section and length to 13 metre, in neat manner for Railway usage from departmental material train (DMT) contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre stacking in prescribed manner. | up or and | — | — | — | |
| 17 | From Wagon where mechanical handling possible and traffic block is not required or Truck / trailer. | is MT in | 40.00 | 92.69 | 3,707.6 |
| Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, required with contractor's labour, tools plants, machinery, consumables etc. Note: case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost sleeper shall be levied. | in if & In of | — | — | — | |
| 18 | I n Wagon where mechanical handling possible and traffic block is not required or Truck / trailer | is MT in | 200.00 | 95.87 | 19,174 |
| Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot Station / Mid-section between stations in neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% the all inclusive cost of sleeper shall be levied. | / a of | — | — | — | |
| 19 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is required. | MT not | 15.00 | 123.54 | 1,853.1 |
| Loading, leading and unloading of all types P.Way fittings and all other miscellaneous 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 the shortest motorable road length between the points of loading and unloading. | of be | — | — | — | |
| 20 | Lead beyond 5 Km and up to 10 km | MT | 2.00 | 226.82 | 453.64 |
| 21 | Lead beyond 100 Km and up to 150 Km | MT | 5.00 | 990.6 | 4,953 |
| 22 | Extra for every Km per MT beyond 150 over item no. 172047 | Km MT-Km | 2000.00 | 3.29 | 6,580 |
| 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. | — | — | — | — | |
| 23 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 103.5 | 5,175 |
| 24 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 162.89 | 8,144.5 |
| 25 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 333.24 | 16,662 |
| 26 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 867.28 | 86,728 |
| Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up 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% the all inclusive cost of sleeper shall be levied. | / to of | — | — | — | |
| 27 | From Truck / Trailer | MT | 200.00 | 91.41 | 18,282 |
| Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up 50 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% the all inclusive cost of sleeper shall be levied. | / to of | — | — | — | |
| 28 | From Truck / Trailer | MT | 15.00 | 94.08 | 1,411.2 |
| Unloading of Switches / Crossings / SEJ Rails Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & up to 5 metres. | / lift | — | — | — | |
| 29 | From Truck / Trailer | MT | 3.00 | 124.13 | 372.39 |
| 30 | 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 track where necessary and as directed Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each all of by | 1.00 | 17,561.77 | 17,561.77 |
| Schedule total | ₹17,67,734.84 | ||||
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