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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 for P.E. 30.06.2027 for repair to service building, station building ANVT and other structure in the section of SSE/W/ANVT under ADEN/NDLS.
NIT-29-2026-27-W-III
NIT-29-2026-27-W-III
Open
Works - General
12 Months
Delhi
₹0
₹2.5 L
22 Jul 2026
22 Jun 2026
8 Jul 2026
84 items across 2 schedules · ₹1,35,42,731.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 150 | 107 | 16,050 |
| 2 | All kinds of soil | cum | 70 | 205.45 | 14,381.5 |
| 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 | 15 | 9,793.75 | 1,46,906.25 |
| 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 | 15 | 10,185.05 | 1,52,775.75 |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 80 | 766.55 | 61,324 |
| 6 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 600 | 89.65 | 53,790 |
| 7 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 35 | 6,882 | 2,40,870 |
| 8 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 8,512.1 | 1,70,242 |
| 9 | Area of slab over 0.50 sqm | Sqm | 70 | 3,301.45 | 2,31,101.5 |
| 10 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 70 | 3,086.1 | 2,16,027 |
| 11 | 125 mm | Each | 70 | 205.1 | 14,357 |
| 12 | 150 mm | Each | 70 | 118.6 | 8,302 |
| 13 | 300x16 mm | Each | 30 | 260.3 | 7,809 |
| 14 | 300x10 mm | Each | 40 | 117.65 | 4,706 |
| 15 | 125 mm | Each | 55 | 60.05 | 3,302.75 |
| 16 | Twin rubber stopper | Each | 55 | 62.25 | 3,423.75 |
| 17 | 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 | 2600 | 111.95 | 2,91,070 |
| 18 | Electric resistance or induction butt welded tubes | Kg | 2600 | 140.85 | 3,66,210 |
| 19 | 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 | 900 | 612.25 | 5,51,025 |
| 20 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 55 | 940.3 | 51,716.5 |
| 21 | 110 mm diameter | Metre | 180 | 319.75 | 57,555 |
| 22 | 110 mm | Each | 70 | 119.95 | 8,396.5 |
| 23 | 110 mm | Each | 70 | 309.5 | 21,665 |
| 24 | 1:6 (1 cement: 6 fine sand) | Sqm | 550 | 282 | 1,55,100 |
| 25 | 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 | 15000 | 158.95 | 23,84,250 |
| 26 | One or more coats on old work | Sqm | 5500 | 90.85 | 4,99,675 |
| 27 | One or more coats on old work | Sqm | 6000 | 86.55 | 5,19,300 |
| 28 | One or more coats on old work | Sqm | 6000 | 79.4 | 4,76,400 |
| 29 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 1500 | 285.9 | 4,28,850 |
| 30 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | Sqm | 120 | 71.3 | 8,556 |
| 31 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 6 | 2,007.1 | 12,042.6 |
| 32 | 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 | 2350 | 623.8 | 14,65,930 |
| 33 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 5,781.35 | 1,15,627 |
| 34 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 5,540.55 | 66,486.6 |
| 35 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 12 | 5,268.85 | 63,226.2 |
| 36 | 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 | 16000 | 9.7 | 1,55,200 |
| Schedule total | ₹90,43,649.9 | ||||
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StandardTenderDocument2022R5.pdf Standard Tender Document 2022
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GCC-2022withCSupto11.pdf
ATTACHMENT
GCC-2022withCSupto10.pdf
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Annexure-I.pdf
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Annexure-II.pdf
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StandardTenderDocument2022R5.pdf
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