Loading…
Loading…
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
31 Aug 2026, 3:00 pmDue tomorrow
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.
Improvement of misc. work i.e water supply system and sewerage system ay ANVR station in the section of SSE/W/ANVT under ADEN/NDLS.
NIT-38-2026-27-W-III~NR
NIT-38-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.0 L
7 Aug 2026
7 Aug 2026
17 Aug 2026
45 items across 2 schedules · ₹1,64,52,336.4 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 | 100 | 411.3 | 41,130 |
| 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 | 125 | 7,365.15 | 9,20,643.75 |
| 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 | 100 | 7,783.65 | 7,78,365 |
| 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 | 130 | 8,364.2 | 10,87,346 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 400 | 307.95 | 1,23,180 |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10000 | 89.65 | 8,96,500 |
| 7 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 8,500.45 | 10,20,054 |
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 400 | 10,122.85 | 40,49,140 |
| 9 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 6,882 | 6,88,200 |
| 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 | 100 | 1,063.45 | 1,06,345 |
| 11 | 35 mm thick shutters | Sqm | 40 | 3,704.45 | 1,48,178 |
| 12 | 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 | 750 | 111.95 | 83,962.5 |
| 13 | Hot finished seamless type tubes | Kg | 4500 | 168.95 | 7,60,275 |
| 14 | 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 | 150 | 612.25 | 91,837.5 |
| 15 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 28 | 1,142.8 | 31,998.4 |
| 16 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 17 | 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 | 300 | 671.55 | 2,01,465 |
| 18 | 1:4 (1 cement: 4 fine sand) | Sqm | 400 | 339.7 | 1,35,880 |
| 19 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1000 | 214.3 | 2,14,300 |
| 20 | Two or more coats on new work | Sqm | 800 | 92.75 | 74,200 |
| 21 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 800 | 97.6 | 78,080 |
| 22 | Two or more coats on new work | Sqm | 1500 | 131.45 | 1,97,175 |
| 23 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 200 | 16.35 | 3,270 |
| 24 | Overhead informatory road signage | Sqm | 50 | 5,609.55 | 2,80,477.5 |
| 25 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 100 | 4,256.3 | 4,25,630 |
| 26 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 27 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 5,268.85 | 21,075.4 |
| 28 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 4 | 1,913.75 | 7,655 |
| 29 | Flat back wash basin of size 550x400 mm | Each | 2 | 915.45 | 1,830.9 |
| 30 | 32 mm dia | Each | 10 | 104.35 | 1,043.5 |
| 31 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 5 | 45.25 | 226.25 |
| 32 | Rectangular shape 453x357 mm | Each | 4 | 1,158.95 | 4,635.8 |
| 33 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 600 | 654.65 | 3,92,790 |
| 34 | PPR Union 63mm | Each | 10 | 951.35 | 9,513.5 |
| 35 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 20 | 143.3 | 2,866 |
| 36 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 20 | 194.15 | 3,883 |
| 37 | 250 mm dia. R.C.C. pipe | Metre | 320 | 811.15 | 2,59,568 |
| 38 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 100 | 474.7 | 47,470 |
| 39 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 564.8 | 84,720 |
| 40 | Powder coated minimum thickness 50 micron aluminium tubular handle bar | Each | 50 | 563.5 | 28,175 |
| Schedule total | ₹1,33,57,222.2 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
StandardTenderDocument2022R5.pdf Standard Tender Document 2022
ATTACHMENT
GCC-2022withCSupto10.pdf
ATTACHMENT
Specialinstructionstothetenderer.pdf
ATTACHMENT
GCC-2022withCSupto11.pdf
ATTACHMENT
StandardTenderDocument2022R5.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].