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Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
24 Apr 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
P.WAY
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N crores or V, whichever is lower; 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.
Similar nature of work for this tender is "Any Civil Engineering work, comprising of Execution of earth work in formation with Mechanical Compaction'.
34 conditions · 2 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexure duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/ tenderers. Annexure are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b).3 Annexure-II Details of Plants and Machinery with the tenderer to be filled & submitted as per Annexure- II. 4. Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5. Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6. Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7. Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8. Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9. Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10. Annexure-IX GST COMPLAINT INVOICE: To be filled & submitted as per Annexure-IX. 11. Annexure V (A) by each partners of Partnership Firm/ JV/ HUF/ LLP; FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-V (A) of GCC-2022 12. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 13. Annexure-VIA BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-VIA. 14. Annexure-VIB Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-VIA. 15. Submission of Form VA properly. 16. Annexure-VI of GCC- 2022: TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-VI of GCC-2022. (This annexure will be applicable, if tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity).
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI. Annexure-VI, VI A & VI B of GCC-2022 respectively. These Annexure are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderers.
Demand for Mandate for NEFT is to be uploaded with a scanned copy duly filled in and signed as per annexure no. VIII. This Annexure is available in View Document menu at Home page and is downloadable.
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.
Open e-tender for the work of Through Formation treatment & Rehabilitation (TFTR) between New Farakka-Malda Town =1.4 Tkm (UP -265.8-266.1=0.3, 273.8- 274.2=0.4, 285.1-285.6=0.5, DN-281.3-281.5=0.2)(LB-2025-26) in the jurisdiction of Divisional Engineer/I/Eastern Railway/Malda.
7-MLDT-26-27
7-MLDT-26-27
Open
Works - General
12 Months
Maldah, West Bengal
₹0
₹4.6 L
24 Apr 2026
2 Apr 2026
10 Apr 2026
73 items across 3 schedules · ₹2,20,06,079.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in filling in layers to form embankment/ sub-bank to required profile including trolley refuges and approaches of level crossings with contractor's own earth of approved quality in all classes, nature and conditions of soil including all lead, lift, descent, crossing of Railway track or any other obstructions, making and maintaining service road where necessary, octroi, royalty etc. breaking of clods, cutting trees including uprooting of tree stumps, bushes, etc. leveling and dressing of slopes (excluding mechanical compaction) in layers not exceeding 300 mm in thickness during progress of work in accordance with RDSO guidlines complete in all respects as per specifications and as directed by the Engineer-in-charge with contractor's own labour, tools, equipment and all other incidental charges etc. (No deduction in quantity shall be made on account of shrinkage). Note- 1. The Contractor should establish field laboratory with all equipments for conducting all required soil test and compaction test at site. 2. Sample of earth along with its test result as prescribed and slope analysis result shall be submitted to the Engineer in charge before making the embankment. 3. The Contractor shall take undisturbed sample as per IS: 2132/ 1986 of the parent soil over which the embankment shall rest and shall conduct precribed laboratory test to enable analysis of stability of the base to assess its long term stability and details of borrow pit etc. 4. The temporary service road if required for transportation of earth to be prepared and maintained by Contractor at his own cost. 5. Before quoting the rates, the Contractor should inspect the site to assess the lead, lift and site condition etc. | 10 cum | 10000.00 | 2,366 | 23,66,000 |
| 2 | Mechanical Compaction (by Vibromax or similar vibratory roller) of earthwork / unscreened shingle / granular material in layers not exceeding 300 mm in thickness during progress of work at or near optimum moisture content to obtain a minimum density index of 70% as obtained in accordance with IS : 2720 (Pt.XIV) - 1983 in case of granular/coarse grained soils or materials and 98% of minimum dry density as obtained using heavy compaction (by approved mechanical means preferably Vibromax) in accordance with IS : 2720 (Pt.VIII) - 1983 in making of new bank in case of all other types of soil and 98% of MDD, in case of widening the existing bank as obtained using light vibrator in accordance with IS : 2720 (Pt.VIII) 1983 or equal to the dry density of existing bank whichever is less complete in all respects as per specification and as directed by the Engineer at site with contractor's own labour, materials, tools, equipment, testing equipment, staff etc. | 10 cum | 10000.00 | 206 | 2,06,000 |
| 3 | Turfing the bank/cutting slopes with contractor's own turf, labour, materials, tools and equipment including all lead, lift, ascent, descent, crossing of road, waterway and any other obstruction including re-handling and watering to keep the grass alive with all other incidental charges complete in all respects as per specifications and as directed by the Engineer at site. | Sqm | 3000.00 | 13 | 39,000 |
| 4 | Providing temporary barricading parallel to the existing running track with 75mm to 100mm dia hard wood ballah vertically at a spacing of 1.5m c/c and connecting them with bamboos of (medium type and dia 50 mm minimum) horizontally (minimum 3 layers) .The rate includes supply of all materials required for making barricading e.g. nails, bamboo, ballah posts, etc. labour and tool and plants. Rate also includes earth work in excavation required to fix ballah post minimum 750mm in to the ground / formation and as per instruction of site in charge. Hieght of barricading to be kept minimum 1.200m above rail level of existing track. Demarcating tape clearly visible during night, should also be fixed. agency to take away all the materials from the site after the work is complete. Barricading should be dismantled only after the instructions of engineer. | Metre | 200.00 | 132 | 26,400 |
| 5 | Supply & driving of hard wood piles of Eucaliptus or similar types of length varies from 5m to 6m and of average diameter 150mm. The rate includes supplying and erecting of derricks monkey all other necessary equipments, tools, plants, fuel, labours etc as required for completion of the work in all respect. The rate also includes application of single layer bitumen on the ballah piles before they driven into the ground. The ballah shall be driven only when these are passed by the Competent authority and driven order is given. | Metre | 500.00 | 565 | 2,82,500 |
| 6 | Rail (90R/52kg/100 lbs) pilling including leading from Railway Bank to site of work and driving the Rail up to 16M and not less than 8M. The rate includes the cost of cutting rails and making shoe and hob for driving and joining two rails by fishplate and bolts, with other incidental charges complete in all respect. Rail shall be supplied by the Railways near the work site and payment will be made for the length of Rail driven in earth only. | Metre | 200.00 | 621 | 1,24,200 |
| 7 | Supply & loading of Stone boulders in RMC into any type of wagon. Weight of each boulder not less than 30 Kg and not more than 54 Kg each. To be supplied from different quarry / Mines nearest to Railway station. Rate shall included all lead, lift, ascend, descend, crosiing of Railway track & Royalti charges. | cum | 100.00 | 1,755 | 1,75,500 |
| 8 | Supply & loading of Stone dust of approved quality in any type of RMC or wagon from any private quarry to different locations of Malda Division as per direction of site incharge of Railway including lift, ascend, descend, crosing of Railway line, Royalty & other taxes including all to complete the work in all respect. | cum | 2000.00 | 597 | 11,94,000 |
| 9 | Making cross drain with boulder as per approved drawing. The rate includes all cost of labour, tools & plants etc. except supply of boulder which will be paid separately. | RM | 1000.00 | 110 | 1,10,000 |
| 10 | Trollying of PSC sleeper on dip lorry under traffic block from PWI/ store to site of work with proper stacking as per PWI in charge upto distance of 1 Km. | Each | 200.00 | 111 | 22,200 |
| 11 | Loading/unloading of any kind of p-way materials such as switch, xing, check rail, SEJ, glued rails, any type of sleeper, tie bar, C.I plate, loose fitting of any type etc. into any type of wagon/from any type of wagon /BRH/road vehicles within schedule time as per rly rule with al lift &lead within 100 meter including stackling at any stattion or deport | MT | 450.00 | 193 | 86,850 |
| 12 | Transporting the rails/sleepers, small fittings etc. from Workshop/Track depot site to PWIs store/ PQRS/TRT base or any other location as directed by the site engineer by Contractor's own truck/ tractor/ trailor. Rate includes loading, unloading stacking of materials with all leads crossing lines etc. - (a) With lead upto 40 Km. | MT/Km | 200.00 | 23 | 4,600 |
| 13 | Transporting the rails/sleepers, small fittings etc. from Workshop/Track depot site to PWIs store/ PQRS/TRT base or any other location as directed by the site engineer by Contractor's own truck/ tractor/ trailor. Rate includes loading, unloading stacking of materials with all leads crossing lines etc. - (b) With lead above 40 Km upto 120 Km. | MT/Km | 200.00 | 12 | 2,400 |
| 14 | Transporting the rails/sleepers, small fittings etc. from Workshop/Track depot site to PWIs store/ PQRS/TRT base or any other location as directed by the site engineer by Contractor's own truck/ tractor/ trailor. Rate includes loading, unloading stacking of materials with all leads crossing lines etc. - (c) With lead more than 120 Km. | MT/Km | 200.00 | 21 | 4,200 |
| 15 | Cutting Rail 90R/ 52 Kg/60 Kg 9MM/ UTS) by contractor's own arrangement in running track | Each Cut | 150.00 | 103 | 15,450 |
| 16 | Boring 150mm / 200mm dia bore holes by hand or by mechanical augering of suitable process in all kinds of soil like sand, silt, clay etc. (excluding Rocks) collecting disturbed & undisturbed samples at every 1.5m or less depending upon changes in layer/ strata as per standard method specified in IS code, preserving disturbed samples in properly sealed and labeled polyethene bags, measurement of ground water table, conducting standard penetration test in bore holes in every 1.50m depth intervals as per IS: 2131-1981, preparing field bore log simultaneously with the progress of boring and submission of the same along with the disturbed samples placed in order of ascending depth immediately after completion of bore hole. Mobilization of plants, equipment, at each bore hole location will be of Contractor's own cost from ground level to 15m. | Metre | 60.00 | 880 | 52,800 |
| 17 | Submission of report on sub soil investigation in 03 copies which shall include (i) site plan showing position of bore hole, (ii) detailed longitudinal section of each bore hole showing the classification of soil and values of important parameters i.e. N.C. & P values, (iii) the result of various samples of each bore holes in proper tabular form (as per IRC- 78- 1983 Sh-2) (iv) Calculation of bearing capacity of soil & settlement of pile/ open foundation with specific design load. (v) Bearing capacity & technical recommendation of deep foundation for proposed structure. (vi) Classification of soil showing different strata with all soil parameter. (VII) Every bore hole should show ground level & bed level. (VIII) Level of ground to water level. (IX) In case rock is encountered, classification & characteristic of rock, RQD, safe bearing capacity, founding level should be mentioned. Nature of cleavage plane to be specified. (X) Report should show recommendation of type of foundation with detailed calculation for bearing capacity, settlement & embedment in incompressible layer/ Rock as per latest IS/ IRC/ IRS recommendations. One set of work includes the soil investigation conducted as per instruction of Engineer- In - Charge as per site condition. (Each unit referes to Each Job). | Each | 1.00 | 43,439 | 43,439 |
| 18 | Trollying of ordinary PSC sleepers of any section up to a distance of 1 Km. on rail dolly / dip lorry without any infrequent with a lead of 30mtr., lift, crossing lines/obstruction etc. in all respect including crossing lines. | Each | 500.00 | 49 | 24,500 |
| 19 | Addl. Lead of PSC sleepers above 1 Km. upto 500 Mtr. ( 3 Lead )(200*3=600 Unit) (Each =Each/lead unit) | Each | 600.00 | 49 | 29,400 |
| 20 | Trollying rails for every addl. 1/2 KM, or part thereof by rail dolly including crossing of lines, platform, ascent, descent, keeping without any infringement as per instruction of EIC. | Metre | 500.00 | 6 | 3,000 |
| 21 | Trollying any type of rails up to 1 km, or part thereof by rail dolly including crossing of lines, platform, ascent, descent, keeping without any infringement as per instruction of EIC. | Metre | 800.00 | 16 | 12,800 |
| 22 | Stacking of rails outside the track as per instruction of EIC. | Metre | 500.00 | 6 | 3,000 |
| 23 | Stacking of PSC sleepers outside the track as per instruction of Engineer at site. | Each | 1500.00 | 23 | 34,500 |
| 24 | Shoulder ballast cleaning for a distance of 1.5m from the end of PSC sleepers upto formation level as per direction of site Engineer | Metre | 800.00 | 97 | 77,600 |
| 25 | Collection screening and stacking the hard stone railway ballast along the cess lying on the railway line as directed by engineer in charge with all lead lift crossing line ,tools and plants other incidental charges etc. complete in all respect. payment for this item will be made on the basis of stack measurement and no deduction will be made for settement. | cum | 150.00 | 144 | 21,600 |
| 26 | Spreading the screening stone boulder ballast already stacked along the cess as directed by the engineer in charge with all lead lift crossing line tools and plants other incidental charges etc complete in all respect. | cum | 150.00 | 152 | 22,800 |
| 27 | Transportation of cc crib, p.way materials etc. including rail by contractors own transport including all lead, lift, crossing lines. p.f. fencing unloading stacking etc.as per direction of SE/JE(p.way). | MT/Km | 2000.00 | 94 | 1,88,000 |
| 28 | Excavation of earth /caked up ballast from beneath the sleeper and up to 600mm to 900 mm and as per details given in drawing with 1 in 30 slope on the side, insertion of cc crib duly dubbed and provided with cover plate as indicated in CE's drawing fixing of tapered wooden wedges on top of cc cribs fixing of wooden sleeper support over crib, insertion of 2numbers 3 three rail clusters (including insertion of rubber pads)between rail cluster top and bottom of sleepers, excavation with lateral ramp of 1in 30 for a length of 300 mm and removal of ballast behind the rail cluster wooden support, moving of the cc cribs with rail cluster assembly filling cavity created by dumping store dust/grit already unloading on cess up to specified depth as per directed by engineer in charges with all lead lift location unloading labour materials tools and plants crossing one or more railway lines complete as required. The above work has to be done under traffic at a speed restriction of 20kmph. | Track metre | 970.00 | 4,879 | 47,32,630 |
| 29 | Supplying fabricating of CC crib by iron materials as per CE's drg.no.p-15-05 and DRM/SDAH's NO.G-7-05. | Kg | 400.00 | 144 | 57,600 |
| 30 | Provision of boulder drain of width 1M. It should be provided upto a depth of 50% of the bank height where boulder drain to be provided. The rate includes the following: a) E/work in excavation b) Filling the excavated trench with boulder.c) Filled up the voids of boulder with coarse sand including supplying of sand Payment of boulder will be done under seperately relavant item of schdule | cum | 500.00 | 419 | 2,09,500 |
| 31 | Boulder pitching hand packed over ground of bank previously dressed to section with Railway boulder stacked at toe with a free lead of 100m. | cum | 350.00 | 604 | 2,11,400 |
| 32 | Taking out boulder pitching on the toe and slope of the existing embankment including stacking at toe or as directed by engineer-at- site within free lead upto 100m. | cum | 200.00 | 305 | 61,000 |
| Schedule total | ₹1,04,44,869 | ||||
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