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Tender Value
₹1.5 Cr
EMD Value
₹3 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 for P.E. 30.06.2027 for repair to service building new Delhi and other structure i.e. MSRR, TTRH, CPD sick line shed, Loco shed etc. under SSE/W/NDLS/Stn. under ADEN/NDLS.
NIT-33-2026-27-W-III~NR
NIT-33-2026-27-W-III
Open
Works - General
12 Months
Delhi
₹0
₹3 L
22 Jul 2026
25 Jun 2026
8 Jul 2026
127 items across 2 schedules · ₹71,74,090.8 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 | 670 | 411.3 | 2,75,571 |
| 2 | All kinds of soil | Sqm | 111 | 107 | 11,877 |
| 3 | All kinds of soil | cum | 56 | 205.45 | 11,505.2 |
| 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 | 20 | 9,793.75 | 1,95,875 |
| 5 | 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 | 22 | 10,185.05 | 2,24,071.1 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 22 | 766.55 | 16,864.1 |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 111 | 89.65 | 9,951.15 |
| 8 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 33 | 6,882 | 2,27,106 |
| 9 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 56 | 8,512.1 | 4,76,677.6 |
| 10 | 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 | 560 | 1,063.45 | 5,95,532 |
| 11 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 33 | 4,474.2 | 1,47,648.6 |
| 12 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 44 | 3,086.1 | 1,35,788.4 |
| 13 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 44 | 2,818.5 | 1,24,014 |
| 14 | 125x64x1.90 mm | Each | 56 | 95.5 | 5,348 |
| 15 | 100X58X1.90 mm | Each | 44 | 86.15 | 3,790.6 |
| 16 | 75x47x1.80 mm | Each | 44 | 64.2 | 2,824.8 |
| 17 | 125 mm | Each | 56 | 205.1 | 11,485.6 |
| 18 | 100 mm | Each | 44 | 189.85 | 8,353.4 |
| 19 | Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. | Each | 350 | 76.3 | 26,705 |
| 20 | 150 mm | Each | 60 | 118.6 | 7,116 |
| 21 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. | Each | 60 | 857.6 | 51,456 |
| 22 | 300x16 mm | Each | 250 | 260.3 | 65,075 |
| 23 | 250x16 mm | Each | 250 | 234.9 | 58,725 |
| 24 | 300x10 mm | Each | 130 | 117.65 | 15,294.5 |
| 25 | 250x10 mm | Each | 130 | 104.4 | 13,572 |
| 26 | 200x10 mm | Each | 15 | 90.8 | 1,362 |
| 27 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | Set | 44 | 749.7 | 32,986.8 |
| 28 | 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 | 1170 | 111.95 | 1,30,981.5 |
| 29 | Electric resistance or induction butt welded tubes | Kg | 150 | 140.85 | 21,127.5 |
| 30 | 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 | 350 | 612.25 | 2,14,287.5 |
| 31 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 70 | 971.55 | 68,008.5 |
| 32 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 33 | 940.3 | 31,029.9 |
| 33 | Size of Tile 600 x 600 mm | Sqm | 560 | 1,286.6 | 7,20,496 |
| 34 | 0.63 mm thick with zinc coating not less than 275 gm/ sqm | Sqm | 55 | 978 | 53,790 |
| 35 | 110 mm diameter | Metre | 133 | 319.75 | 42,526.75 |
| 36 | 110 mm | Each | 111 | 119.95 | 13,314.45 |
| 37 | 110 mm | Each | 56 | 309.5 | 17,332 |
| 38 | 1:6 (1 cement: 6 fine sand) | Sqm | 225 | 282 | 63,450 |
| 39 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 670 | 214.3 | 1,43,581 |
| 40 | 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 | 6690 | 158.95 | 10,63,375.5 |
| 41 | One or more coats on old work | Sqm | 5577 | 90.85 | 5,06,670.45 |
| 42 | One or more coats on old work | Sqm | 6250 | 86.55 | 5,40,937.5 |
| 43 | One or more coats on old work | Sqm | 560 | 79.4 | 44,464 |
| 44 | One or more coats on old work | Sqm | 1010 | 50.6 | 51,106 |
| 45 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 560 | 111.6 | 62,496 |
| 46 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 670 | 462.3 | 3,09,741 |
| 47 | 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 | 780 | 623.8 | 4,86,564 |
| 48 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 35 | 5,781.35 | 2,02,347.25 |
| 49 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 70 | 5,540.55 | 3,87,838.5 |
| 50 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 15 | 5,268.85 | 79,032.75 |
| 51 | 15 mm dia nominal bore | Metre | 135 | 304.15 | 41,060.25 |
| 52 | 15 mm dia nominal bore | Metre | 135 | 485.2 | 65,502 |
| 53 | 25 mm nominal bore | Each | 11 | 532.35 | 5,855.85 |
| 54 | 50 mm nominal bore | Each | 11 | 878.25 | 9,660.75 |
| 55 | 15 mm nominal bore | Each | 270 | 85.2 | 23,004 |
| 56 | 100 mm dia pipe | Metre | 66 | 1,210.5 | 79,893 |
| 57 | 150 mm dia pipe | Metre | 66 | 1,824.7 | 1,20,430.2 |
| 58 | 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 | 15000 | 9.7 | 1,45,500 |
| 59 | 15 mm nominal bore | Each | 25 | 434.2 | 10,855 |
| 60 | 15 mm nominal bore | Each | 25 | 708.4 | 17,710 |
| 61 | 15mm nominal bore | Each | 25 | 500.35 | 12,508.75 |
| 62 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 250 | 109.85 | 27,462.5 |
| 63 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 250 | 103.15 | 25,787.5 |
| 64 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 800 | 96.45 | 77,160 |
| 65 | 100 mm nominal dia | Each | 150 | 33.2 | 4,980 |
| 66 | 15 mm nominal bore with 30cm length | Each | 150 | 85.5 | 12,825 |
| 67 | 15 mm nominal bore with 45 cm length | Each | 150 | 107.9 | 16,185 |
| 68 | Circular shape 560 mm internal diameter | Each | 33 | 1,494.2 | 49,308.6 |
| 69 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 111 | 466.3 | 51,759.3 |
| 70 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 66 | 564.8 | 37,276.8 |
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StandardTenderDocument2022R5.pdf
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