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Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
18 Dec 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ESTATE II
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.
28 conditions · 2 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 to damaged flooring, walls, ceiling of corridors, rooms, halls, staircase of Accounts Building (Annexe-II) at Baroda House in the section of SSE/W/BH under ADEN/E-III and Renewal of certification (Indian Green Building Council Platinum Rating) of Railway Officers Enclave, SP Marg, New Delhi in the section of SSE/W/SPM under ADEN/E-II
NIT-29-D-25-26-WE~NR
NIT-29-D-25-26-WE
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹2.5 L
18 Dec 2025
24 Nov 2025
4 Dec 2025
37 items across 1 schedule · ₹68,66,098.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 950 | 217.16 | 2,06,302 |
| 2 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 50 | 89.65 | 4,482.5 |
| 3 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 6,658.25 | 1,33,165 |
| 4 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. | Sqm | 500 | 2,607.45 | 13,03,725 |
| 5 | Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. | Sqm | 250 | 600.15 | 1,50,037.5 |
| 6 | 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 | 5500 | 111.95 | 6,15,725 |
| 7 | Hot finished welded type tubes | Kg | 800 | 154.9 | 1,23,920 |
| 8 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 142.3 | 1,42,300 |
| 9 | 1.00 mm thick with zinc coating not less than 275 gm/sqm | Sqm | 150 | 1,320.35 | 1,98,052.5 |
| 10 | 110 mm diameter | Metre | 400 | 319.75 | 1,27,900 |
| 11 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1000 | 1,145.95 | 11,45,950 |
| 12 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1350 | 214.3 | 2,89,305 |
| 13 | 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 | 1350 | 123.85 | 1,67,197.5 |
| 14 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. | Sqm | 300 | 217.5 | 65,250 |
| 15 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 500 | 111.6 | 55,800 |
| 16 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 400 | 540.35 | 2,16,140 |
| 17 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 10 | 2,007.1 | 20,071 |
| 18 | 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 | 50 | 2,928.1 | 1,46,405 |
| 19 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in- charge. | Sqm | 10 | 947.1 | 9,471 |
| 20 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 21 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 150 | 1,018.05 | 1,52,707.5 |
| 22 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 100 | 931.55 | 93,155 |
| 23 | 15 mm dia nominal bore | Metre | 300 | 304.15 | 91,245 |
| 24 | 20 mm dia nominal bore | Metre | 150 | 373.35 | 56,002.5 |
| 25 | 50 mm dia nominal bore | Metre | 200 | 893.2 | 1,78,640 |
| 26 | 25 mm nominal bore | Each | 50 | 532.35 | 26,617.5 |
| 27 | 32 mm nominal bore. | Each | 20 | 589.9 | 11,798 |
| 28 | 50 mm nominal bore | Each | 50 | 878.25 | 43,912.5 |
| 29 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 700 | 466.3 | 3,26,410 |
| 30 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 564.8 | 1,41,200 |
| 31 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 150 | 951.05 | 1,42,657.5 |
| 32 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 150 | 1,325.55 | 1,98,832.5 |
| 33 | Upto 5mm depth and 5 mm width | Metre | 51 | 85.25 | 4,347.75 |
| 34 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 50 | 449.55 | 22,477.5 |
| 35 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. ( 2 ) The payment will be made once only for execution of all items for such works. | Sqm | 200 | 285 | 57,000 |
| 36 | 75mm average thickness | Sqm | 150 | 311.95 | 46,792.5 |
| 37 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 300 | 390.45 | 1,17,135 |
| Schedule total | ₹68,66,098.75 | ||||
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