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Tender Value
₹13.0 Cr
EMD Value
₹8.0 L
Closing Date
24 Dec 2025, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RCF HQ
15 conditions · 3 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 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.(See detail in tender document)
(i)(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) (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 fulfillment of technical eligibility criteria for different components. (b) (ii) In such cases, what constitutes a component in a composite work shall be clearly predefined 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 1.4.1 : 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 atleast 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.
Defination of Similar Work :- Any structural steel fabrication / erection work.
7 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.
All credential documents submitted through DSC i.e. all document received in E-tenders , will be treated as self attested by tenderer & considered valid for evaluation and there will be no compulsion of manual attestation.
Extension of DPRS testing bay (166m X 32m) at RCF, Kapurthala
RCF-CE-WA-EOT-36-25-26~RCF
RCF-CE-WA-EOT-36-25-26
Open
Works - General
8 Months
Kapurthala, Punjab
₹0
₹8.0 L
24 Dec 2025
2 Dec 2025
10 Dec 2025
97 items across 3 schedules · ₹2,71,53,358.29 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 6000 | 203.98 | 12,23,880 |
| 2 | All kinds of soil | cum | 7000 | 205.45 | 14,38,150 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 140 | 253.95 | 35,553 |
| 4 | All kinds of soil | Sqm | 4000 | 28.15 | 1,12,600 |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5000 | 14.5 | 72,500 |
| 6 | Beyond 30 cm girth upto and including 60 cm girth | Each | 25 | 439.25 | 10,981.25 |
| 7 | Beyond 60 cm girth upto and including 120 cm girth | Each | 25 | 1,957.15 | 48,928.75 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 950 | 6,326.05 | 60,09,747.5 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 3000 | 307.95 | 9,23,850 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1000 | 669.55 | 6,69,550 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 700 | 608.35 | 4,25,845 |
| 12 | Under 20 cm wide | Metre | 5000 | 181.9 | 9,09,500 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 103500 | 89.65 | 92,78,775 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1300 | 8,683.8 | 1,12,88,940 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 100 | 688.45 | 68,845 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 6,882 | 3,44,100 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 225 | 8,512.1 | 19,15,222.5 |
| 20 | 150x10 mm | Each | 100 | 75.55 | 7,555 |
| 21 | 100x10 mm | Each | 100 | 58.65 | 5,865 |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 337000 | 111.95 | 3,77,27,150 |
| 23 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 300 | 3,008.8 | 9,02,640 |
| 24 | Providing and fixing ball bearing for rolling shutters. | Each | 150 | 424.2 | 63,630 |
| 25 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 35 | 1,108.7 | 38,804.5 |
| 26 | Exceeding 16.80 sqm in area | Sqm | 250 | 1,108.7 | 2,77,175 |
| 27 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 300 | 668.95 | 2,00,685 |
| 28 | Hot finished welded type tubes | Kg | 148000 | 154.9 | 2,29,25,200 |
| 29 | Providing and fixing bolts including nuts and washers complete. | Kg | 2200 | 140.15 | 3,08,330 |
| 30 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 31120 | 102.25 | 31,82,020 |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1700 | 142.3 | 2,41,910 |
| 32 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 400 | 612.25 | 2,44,900 |
| 33 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 60 | 7,958.65 | 4,77,519 |
| 34 | 0.80 mm thick | Metre | 100 | 76.5 | 7,650 |
| 35 | 1:6 (1 cement: 6 fine sand) | Sqm | 2200 | 282 | 6,20,400 |
| 36 | Two or more coats on new work | Sqm | 1000 | 92.75 | 92,750 |
| 37 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 97.6 | 97,600 |
| 38 | Two or more coats on new work | Sqm | 8500 | 131.45 | 11,17,325 |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1000 | 123.85 | 1,23,850 |
| 40 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 2900 | 180.5 | 5,23,450 |
| 41 | 63 mm to 45 mm size stone aggregate | cum | 725 | 1,624.5 | 11,77,762.5 |
| 42 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 725 | 865.8 | 6,27,705 |
| 43 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in- Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 1075 | 4.7 | 5,052.5 |
| 44 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 725 | 8,277.55 | 60,01,223.75 |
| 45 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,011.2 | 2,02,240 |
| 46 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 60 | 254.95 | 15,297 |
| 47 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 150 | 523.6 | 78,540 |
| 48 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 150 | 666.65 | 99,997.5 |
| 49 | 20 mm nominal bore | Each | 9 | 327.95 | 2,951.55 |
| 50 | 20 mm nominal bore | Each | 3 | 461.75 | 1,385.25 |
| 51 | 40 mm nominal bore | Each | 3 | 707.3 | 2,121.9 |
| 52 | 50 mm nominal bore | Each | 3 | 878.25 | 2,634.75 |
| 53 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 109.85 | 1,647.75 |
| 54 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 15 | 96.45 | 1,446.75 |
| 55 | 150 mm dia. R.C.C. pipe | Metre | 60 | 493.1 | 29,586 |
| 56 | 300 mm dia. R.C.C. pipe | Metre | 330 | 902.05 | 2,97,676.5 |
| 57 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 11,687.1 | 35,061.3 |
| 58 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 24,405.9 | 73,217.7 |
| 59 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 5,589.45 | 27,947.25 |
| 60 | 450 mm dia RCC pipes. | Metre | 250 | 2,385.5 | 5,96,375 |
| 61 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1000 | 466.3 | 4,66,300 |
| 62 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1350 | 564.8 | 7,62,480 |
| 63 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 100 | 951.05 | 95,105 |
| 64 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 200 | 1,019.8 | 2,03,960 |
| 65 | Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar | Each | 6 | 576.6 | 3,459.6 |
| 66 | Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work | Kg | 1000 | 102.85 | 1,02,850 |
| 67 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. | Each | 90 | 202.7 | 18,243 |
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