Loading…
Loading…
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
28 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN IV
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.
Repair/improvement to sewerage & drainage system of staff qtrs at BGZ and GHNA Railway colony under ADEN/ROK
NIT34-W-IV-26-27~NR
NIT34-W-IV-26-27
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.0 L
3 Sept 2026
3 Sept 2026
14 Sept 2026
42 items across 2 schedules · ₹2,86,347.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1150 | 286.85 | 3,29,877.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 397.66 | 253.95 | 1,00,985.76 |
| 3 | All kinds of soil | cum | 750 | 104.5 | 78,375 |
| 4 | 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 | 15 | 7,365.15 | 1,10,477.25 |
| 5 | 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 | 25 | 6,326.05 | 1,58,151.25 |
| 6 | cum | 5 | 10,719.3 | 53,596.5 | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 90 | 307.95 | 27,715.5 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 800 | 669.55 | 5,35,640 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 224 | 766.55 | 1,71,707.2 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 11 | Under 20 cm wide | Metre | 175 | 181.9 | 31,832.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 25000 | 89.65 | 22,41,250 |
| 13 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 149.57 | 10,477.75 | 15,67,157.07 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 95 | 8,288.35 | 7,87,393.25 |
| 16 | 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 | 40100 | 111.95 | 44,89,195 |
| 17 | Electric resistance or induction butt welded tubes | Kg | 8400 | 140.85 | 11,83,140 |
| 18 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 200 | 88.5 | 17,700 |
| 19 | Providing and fixing bolts including nuts and washers complete. | Kg | 200 | 140.15 | 28,030 |
| 20 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 30 | 971.55 | 29,146.5 |
| 21 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 110 | 905.8 | 99,638 |
| 22 | In 75x75 mm deep chase | Metre | 150 | 260.2 | 39,030 |
| 23 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 10 | 266.6 | 2,666 |
| 24 | 110 mm diameter | Metre | 62 | 319.75 | 19,824.5 |
| 25 | 1:6 (1 cement: 6 fine sand) | Sqm | 750 | 282 | 2,11,500 |
| 26 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1500 | 97.6 | 1,46,400 |
| 27 | Two or more coats on new work | Sqm | 1000 | 131.45 | 1,31,450 |
| 28 | 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 | 200 | 123.85 | 24,770 |
| 29 | Two coats | Sqm | 500 | 90.05 | 45,025 |
| 30 | 20 mm nominal dia Pipes | Metre | 300 | 325.1 | 97,530 |
| 31 | 25 mm nominal dia Pipes | Metre | 300 | 408.55 | 1,22,565 |
| 32 | 50 mm nominal dia Pipes | Metre | 300 | 927 | 2,78,100 |
| 33 | 15 mm dia nominal bore | Metre | 250 | 267.5 | 66,875 |
| 34 | 32 mm dia nominal bore | Metre | 400 | 457.7 | 1,83,080 |
| 35 | 20 mm nominal bore | Each | 150 | 461.75 | 69,262.5 |
| 36 | 65 mm nominal bore | Each | 40 | 1,490.7 | 59,628 |
| 37 | 15 mm nominal bore | Each | 150 | 348.85 | 52,327.5 |
| 38 | Class II | Each | 20 | 4,500.25 | 90,005 |
| 39 | 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 | 5000 | 9.7 | 48,500 |
| 40 | 300 mm dia. R.C.C. pipe | Metre | 1000 | 902.05 | 9,02,050 |
| 41 | 450 mm dia. R.C.C. pipe | Metre | 1000 | 1,481.55 | 14,81,550 |
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
ACS 12 GCC 2022
ATTACHMENT
Specialinstructionstothetenderer.pdf
ATTACHMENT
StandardTenderDocument2022R5.pdf
ATTACHMENT
GCC-2022withCSupto11.pdf
ATTACHMENT
GCCACS-123389822Dated12.08.2026_compressed.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 .