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Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
22 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
SR.DEN III
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.
7 conditions · 1 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.
Annual zone work for PE 30/6/2027 for repair to service building station building At Delhi Station in S/O SSE/W/DLI/Stn. under Sr.ADEN/DLI.
NIT-31-2026-27-W-III
NIT-31-2026-27-W-III
Open
Works - General
12 Months
Delhi, Delhi
₹0
₹2.5 L
22 Jul 2026
23 Jun 2026
8 Jul 2026
167 items across 2 schedules · ₹1,34,90,021.88 total
| # | 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 | 400 | 411.3 | 1,64,520 |
| 2 | 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 | 20 | 7,365.15 | 1,47,303 |
| 3 | 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 | 20 | 7,783.65 | 1,55,673 |
| 4 | 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 | — | 4 8364.2 | 33,456.8 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 60 | 307.95 | 18,477 |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 500 | 89.65 | 44,825 |
| 7 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 6,882 | 2,06,460 |
| 8 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 8,512.1 | 2,55,363 |
| 9 | 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 | 150 | 1,063.45 | 1,59,517.5 |
| 10 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,086.1 | 92,583 |
| 11 | 125x65x2.12 mm | Each | 20 | 48 | 960 |
| 12 | 100x58x1.90 mm | Each | 20 | 39.05 | 781 |
| 13 | 300x16 mm | Each | — | 6 180.55 | 1,083.3 |
| 14 | 250x16 mm | Each | — | 6 165.9 | 995.4 |
| 15 | 250x10 mm | Each | — | 6 74.65 | 447.9 |
| 16 | 200x10 mm | Each | — | 6 61.05 | 366.3 |
| 17 | 150x10 mm | Each | — | 4 53.05 | 212.2 |
| 18 | 300x20x6 mm | Each | 12 | 82.4 | 988.8 |
| 19 | 125 mm | Each | 10 | 35.2 | 352 |
| 20 | 150 mm | Each | — | 6 29.15 | 174.9 |
| 21 | Single rubber stopper | Each | — | 6 35.5 | 213 |
| 22 | Hot finished seamless type tubes | Kg | 2000 | 168.95 | 3,37,900 |
| 23 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 6000 | 142.3 | 8,53,800 |
| 24 | 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 | 500 | 612.25 | 3,06,125 |
| 25 | Size of Tile 600 x 600 mm | Sqm | 150 | 1,286.6 | 1,92,990 |
| 26 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 27 | 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 | 600 | 671.55 | 4,02,930 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 339.7 | 2,03,820 |
| 29 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 400 | 214.3 | 85,720 |
| 30 | Two or more coats on new work | Sqm | 6000 | 92.75 | 5,56,500 |
| 31 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 5500 | 158.95 | 8,74,225 |
| 32 | Two or more coats on new work | Sqm | 8000 | 131.45 | 10,51,600 |
| 33 | 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 |
| 34 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 2000 | 16.35 | 32,700 |
| 35 | Old work (one or more coats) | Sqm | 1000 | 77.2 | 77,200 |
| 36 | 150 mm diameter pipes | Metre | 2000 | 43.45 | 86,900 |
| 37 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | — | 2 357.55 | 715.1 |
| 38 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 39 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 30 | 2,928.1 | 87,843 |
| 40 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 60.5 | 12,100 |
| 41 | G.S. Sheet | Sqm | 200 | 136 | 27,200 |
| 42 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 500 | 45.05 | 22,525 |
| 43 | Overhead informatory road signage | Sqm | 80 | 5,609.55 | 4,48,764 |
| 44 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 500 | 623.8 | 3,11,900 |
| 45 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 60 | 4,256.3 | 2,55,378 |
| 46 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | — | 6 5781.35 | 34,688.1 |
| 47 | W.C. pan with ISI marked white solid plastic seat and lid | Each | — | 6 5540.55 | 33,243.3 |
| 48 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | — | 6 5268.85 | 31,613.1 |
| 49 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | — | 6 1913.75 | 11,482.5 |
| 50 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | — | 3 3302.95 | 9,908.85 |
| 51 | 510x1040 mm bowl depth 250 mm | Each | — | 6 6008.45 | 36,050.7 |
| 52 | 32 mm dia | Each | — | 6 104.35 | 626.1 |
| 53 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | — | 3 45.25 | 135.75 |
| 54 | Rectangular shape 453x357 mm | Each | — | 6 1158.95 | 6,953.7 |
| 55 | 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 | — | 6 16100.4 | 96,602.4 |
| 56 | 15 mm dia nominal bore | Metre | 120 | 304.15 | 36,498 |
| 57 | 15 mm nominal bore | Each | — | 5 303.85 | 1,519.25 |
| 58 | 15 mm nominal bore | Each | — | 5 303.85 | 1,519.25 |
| 59 | 25 mm nominal bore | Each | — | 5 532.35 | 2,661.75 |
| 60 | 15 mm nominal bore | Each | — | 5 348.85 | 1,744.25 |
| 61 | 15 mm nominal bore | Each | — | 5 85.2 | 426 |
| 62 | 15 mm nominal bore | Each | 20 | 262.3 | 5,246 |
| 63 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 2000 | 9.7 | 19,400 |
| 64 | 15 mm nominal bore | Each | — | 5 708.4 | 3,542 |
| 65 | 250 mm dia. R.C.C. pipe | Metre | 50 | 811.15 | 40,557.5 |
| 66 | With stainless steel cover plate minimum 1.25 mm thickness | Each | — | 5 2448.85 | 12,244.25 |
| 67 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 20 | 4,540.7 | 90,814 |
| 68 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 650 | 474.15 | 3,08,197.5 |
| 69 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 50 | 2,748.85 | 1,37,442.5 |
| Schedule total | ₹86,32,671.95 | ||||
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