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Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
8 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
ESTATE II
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-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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 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.
Defination of Similar Work :- Any Civil work other than track work.
27 conditions · 2 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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Repair to vacant flat of College Lane, Tilak Bridge Railway Colony in section of S/o SSE/W/BH under ADEN/E-III.
NIT-16-A-26-27-WE~NR
NIT-16-A-26-27-WE
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3 L
15 Sept 2026
15 Sept 2026
24 Sept 2026
68 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 500 | 411.3 | 2,05,650 |
| 2 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 50 | 6,833.4 | 3,41,670 |
| 3 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 4 | Decorative veneer facings approved manufacture | Sqm | 200 | 1,645.8 | 3,29,160 |
| 5 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 700 | 1,063.45 | 7,44,415 |
| 6 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 7 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 100 | 1,521.6 | 1,52,160 |
| 8 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 90 | 3,086.1 | 2,77,749 |
| 9 | 20 mm dia (heavy type) | Metre | 200 | 152.65 | 30,530 |
| 10 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1282 | 197.7 | 2,53,451.4 |
| 11 | With 2nd class teak wood beading 62X19 mm | Sqm | 500 | 1,164.9 | 5,82,450 |
| 12 | 100x58x1.90 mm | Each | 200 | 39.05 | 7,810 |
| 13 | 250x16 mm | Each | 200 | 165.9 | 33,180 |
| 14 | 150x10 mm | Each | 200 | 53.05 | 10,610 |
| 15 | 100 mm | Each | 50 | 28.25 | 1,412.5 |
| 16 | 100x85x5.5 mm (heavy type) | Each | 50 | 175.7 | 8,785 |
| 17 | 75x40x2.5 mm (ordinary type) | Each | 50 | 86.15 | 4,307.5 |
| 18 | 150x10 mm | Each | 50 | 232.3 | 11,615 |
| 19 | 100 mm | Each | 50 | 189.85 | 9,492.5 |
| 20 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 20 | 1,025.65 | 20,513 |
| 21 | 75x63x4 mm | Each | 200 | 79.05 | 15,810 |
| 22 | 100x10 mm | Each | 200 | 58.65 | 11,730 |
| 23 | Twin rubber stopper | Each | 50 | 62.25 | 3,112.5 |
| 24 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. | Each | 50 | 739.8 | 36,990 |
| 25 | 1.0 mm thick | Sqm | 400 | 764 | 3,05,600 |
| 26 | 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 | 2000 | 111.95 | 2,23,900 |
| 27 | Hot finished welded type tubes | Kg | 1450 | 154.9 | 2,24,605 |
| 28 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 100 | 935.6 | 93,560 |
| 29 | Size of Tile 600x600 mm | Sqm | 800 | 1,416.65 | 11,33,320 |
| 30 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 200 | 1,179.25 | 2,35,850 |
| 31 | 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 | 800 | 671.55 | 5,37,240 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 282 | 4,23,000 |
| 33 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 10000 | 214.3 | 21,43,000 |
| 34 | Water thinnable cement primer | Sqm | 10000 | 64.45 | 6,44,500 |
| 35 | Two or more coats on new work | Sqm | 1000 | 137.85 | 1,37,850 |
| 36 | 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 | 600 | 123.85 | 74,310 |
| 37 | Two coats | Sqm | 10000 | 116.05 | 11,60,500 |
| 38 | One or more coats on old work | Sqm | 3000 | 86.55 | 2,59,650 |
| 39 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 5000 | 111.6 | 5,58,000 |
| 40 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 100 | 462.3 | 46,230 |
| 41 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 42 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 43 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 60.5 | 12,100 |
| 44 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 50 | 5,781.35 | 2,89,067.5 |
| 45 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 40 | 5,540.55 | 2,21,622 |
| 46 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 40 | 3,459.05 | 1,38,362 |
| 47 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 40 | 1,500.05 | 60,002 |
| 48 | 510x1040 mm bowl depth 200 mm | Each | 20 | 6,276 | 1,25,520 |
| 49 | 610x510 mm bowl depth 200 mm | Each | 20 | 4,274.4 | 85,488 |
| 50 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 50 | 299.35 | 14,967.5 |
| 51 | 10 litre capacity - White | Each | 20 | 1,023.05 | 20,461 |
| 52 | White solid plastic seat with lid | Each | 20 | 586.55 | 11,731 |
| 53 | 32 mm dia | Each | 100 | 104.35 | 10,435 |
| 54 | 40 mm dia | Each | 100 | 104.35 | 10,435 |
| 55 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 150 | 45.25 | 6,787.5 |
| 56 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 50 | 1,411.15 | 70,557.5 |
| 57 | C.P. brass | Each | 40 | 680.8 | 27,232 |
| 58 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 10 | 16,100.4 | 1,61,004 |
| 59 | 15 mm dia nominal bore | Metre | 300 | 304.15 | 91,245 |
| 60 | 25 mm dia nominal bore | Metre | 100 | 491.2 | 49,120 |
| 61 | 15 mm nominal bore | Each | 100 | 434.2 | 43,420 |
| 62 | 15 mm nominal bore | Each | 100 | 708.4 | 70,840 |
| 63 | 15 mm nominal bore | Each | 90 | 594.75 | 53,527.5 |
| 64 | 15mm nominal bore | Each | 100 | 500.35 | 50,035 |
| 65 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 466.3 | 1,39,890 |
| 66 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 564.8 | 56,480 |
| 67 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 80 | 951.05 | 76,084 |
| 68 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 80 | 1,325.55 | 1,06,044 |
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