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Tender Value
₹3.7 Cr
EMD Value
₹3.4 L
Closing Date
2 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
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 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
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: Northern Railway Standard Tender Document- 2022 15 of 135 (i) Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works 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) (i) In case of tender 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 costing not less than the amount equal to 30% of advertised value of each component of tender, or (iii) Two similar works costing not less than the amount equal to 40% of advertised value of each component of tender, or (iv) One similar work costing not less than the amount equal to@ 10<37@ 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 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 (a) (ii) of Part-II of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Northern Railway Standard Tender Document- 2022 16 of 135 Contract Part-II of GCC 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 fulfil 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 necess
Defination of Similar Work :- Any Civil work other than track work.
1 condition
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.
Construction and relocation of new Platforms 2 & 3, at SZM Station under Revised ESP (R5) of Yard, including dismantling of existing Platforms 1A & 2, delaunching of existing FOBs, provision of platform shelters, and improvement of second entry offices and circulating area.
CPM-DLI-NIT-24-2025-26~NR
CPM-DLI-NIT-24-2025-26
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹3.4 L
2 Feb 2026
9 Jan 2026
19 Jan 2026
40 items across 1 schedule · ₹3,96,86,276.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 3000 | 205.45 | 6,16,350 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 3000 | 368.65 | 11,05,950 |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 200 | 7,365.15 | 14,73,030 |
| 4 | 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 | 600 | 6,326.05 | 37,95,630 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 307.95 | 61,590 |
| 6 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 100 | 669.55 | 66,955 |
| 7 | Stairs, (excluding landings) except spiral- staircases | Sqm | 200 | 657.75 | 1,31,550 |
| 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 150 | 9,673.5 | 14,51,025 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 40000 | 89.65 | 35,86,000 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 11 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum | 50 | 9,108.5 | 4,55,425 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 10,306.2 | 2,57,655 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 8,288.35 | 1,65,767 |
| 15 | Electric resistance or induction butt welded tubes | Kg | 20000 | 140.85 | 28,17,000 |
| 16 | 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 | 4000 | 612.25 | 24,49,000 |
| 17 | 25 mm thick | Sqm | 2000 | 1,706.6 | 34,13,200 |
| 18 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 100 | 2,589.9 | 2,58,990 |
| 19 | 75 mm diameter | Metre | 1200 | 213 | 2,55,600 |
| 20 | 110 mm diameter | Metre | 600 | 319.75 | 1,91,850 |
| 21 | 75 mm | Each | 10 | 310.85 | 3,108.5 |
| 22 | 110 mm | Each | 10 | 309.5 | 3,095 |
| 23 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 2000 | 671.55 | 13,43,100 |
| 24 | Two or more coats on new work | Sqm | 1500 | 131.45 | 1,97,175 |
| 25 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 2000 | 219.35 | 4,38,700 |
| 26 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 800 | 10,006.65 | 80,05,320 |
| 27 | Overhead informatory road signage | Sqm | 30 | 5,609.55 | 1,68,286.5 |
| 28 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with Local sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | Sqm | 6000 | 196.3 | 11,77,800 |
| 29 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 60 | 951 | 57,060 |
| 30 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 100 | 2,658.1 | 2,65,810 |
| 31 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 50 | 4,537.25 | 2,26,862.5 |
| 32 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 400 | 1,719 | 6,87,600 |
| 33 | 15 mm nominal dia Pipes | Metre | 50 | 221.35 | 11,067.5 |
| 34 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 35 | 50 mm dia nominal bore | Metre | 800 | 893.2 | 7,14,560 |
| 36 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 50 | 143.3 | 7,165 |
| 37 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 60 | 96.45 | 5,787 |
| 38 | 250 mm dia. R.C.C. pipe | Metre | 500 | 811.15 | 4,05,575 |
| 39 | Concrete grade M-35 (Cement content 370 kgs) | cum | 100 | 19,488.05 | 19,48,805 |
| 40 | Solid concrete wall elements | cum | 100 | 2,284.75 | 2,28,475 |
| Schedule total | ₹3,96,86,276.5 | ||||
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