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Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
5 Oct 2026, 3:00 pm
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.
Repair and improvement of borewells at the different stations and repair of water booths and other misc. works in the section of SSE/W/DLI under ADEN/DLI.
NIT-42-2026-27-W-III~NR
NIT-42-2026-27-W-III
Open
Works - General
12 Months
Delhi, Delhi
₹0
₹2.9 L
10 Sept 2026
10 Sept 2026
21 Sept 2026
70 items across 2 schedules · ₹1,57,05,147.3 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 | 350 | 411.3 | 1,43,955 |
| 2 | All kinds of soil | cum | 65 | 205.45 | 13,354.25 |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 55 | 6,833.4 | 3,75,837 |
| 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 | 25 | 9,375.2 | 2,34,380 |
| 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 | 25 | 8,364.2 | 2,09,105 |
| 6 | 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 | 25 | 10,185.05 | 2,54,626.25 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 307.95 | 12,318 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 25 | 669.55 | 16,738.75 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 766.55 | 30,662 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 65 | 608.35 | 39,542.75 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 65 | 804.25 | 52,276.25 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2500 | 89.65 | 2,24,125 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 6,658.25 | 5,32,660 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 8,288.35 | 6,63,068 |
| 15 | 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 | 115 | 1,063.45 | 1,22,296.75 |
| 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 | 1500 | 111.95 | 1,67,925 |
| 17 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 800 | 146.55 | 1,17,240 |
| 18 | Hot finished seamless type tubes | Kg | 400 | 168.95 | 67,580 |
| 19 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 5000 | 88.5 | 4,42,500 |
| 20 | Providing and fixing bolts including nuts and washers complete. | Kg | 500 | 140.15 | 70,075 |
| 21 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5000 | 142.3 | 7,11,500 |
| 22 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 135 | 1,107.05 | 1,49,451.75 |
| 23 | Size of Tile 600x600 mm | Sqm | 90 | 1,416.65 | 1,27,498.5 |
| 24 | 1:6 (1 cement: 6 fine sand) | Sqm | 90 | 282 | 25,380 |
| 25 | 1:4 (1 cement: 4 fine sand) | Sqm | 60 | 339.7 | 20,382 |
| 26 | 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 | 6000 | 158.95 | 9,53,700 |
| 27 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 6 | 2,007.1 | 12,042.6 |
| 28 | 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 | 6 | 2,928.1 | 17,568.6 |
| 29 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 350 | 1,018.05 | 3,56,317.5 |
| 30 | Sand cast iron S&S as per IS: 3989 | Each | 30 | 1,604.1 | 48,123 |
| 31 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 230 | 254.95 | 58,638.5 |
| 32 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 230 | 666.65 | 1,53,329.5 |
| 33 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 280 | 879.45 | 2,46,246 |
| 34 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 200 | 1,223.9 | 2,44,780 |
| 35 | 25 mm dia nominal bore | Metre | 200 | 491.2 | 98,240 |
| 36 | 40 mm dia nominal bore | Metre | 35 | 558.35 | 19,542.25 |
| 37 | 15 mm nominal bore | Each | 45 | 348.85 | 15,698.25 |
| 38 | 20 mm nominal bore | Each | 70 | 81.5 | 5,705 |
| 39 | Class I | Each | 12 | 4,097.9 | 49,174.8 |
| 40 | 40 mm nominal bore | Each | 90 | 943.8 | 84,942 |
| 41 | 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 |
| 42 | 15 mm nominal bore | Each | 35 | 715.05 | 25,026.75 |
| 43 | 15mm nominal bore | Each | 35 | 500.35 | 17,512.25 |
| 44 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 35 | 109.85 | 3,844.75 |
| 45 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 35 | 136.6 | 4,781 |
| 46 | 250 mm dia. R.C.C. pipe | Metre | 1100 | 811.15 | 8,92,265 |
| 47 | 300 mm dia | Metre | 750 | 1,416.3 | 10,62,225 |
| 48 | 300 mm dia | Metre | 400 | 1,561.7 | 6,24,680 |
| 49 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 10 | 1,302.3 | 13,023 |
| 50 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 10 | 1,309 | 13,090 |
| 51 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 10 | 1,309 | 13,090 |
| 52 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 50 | 1,479.25 | 73,962.5 |
| 53 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 400 | 2,082.1 | 8,32,840 |
| 54 | 200 mm nominal size dia | Metre | 400 | 2,194.85 | 8,77,940 |
| 55 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 200 | 916.8 | 1,83,360 |
| 56 | 200 mm dia | Each | 10 | 280.95 | 2,809.5 |
| 57 | 200 mm clamp | Each | 5 | 1,827 | 9,135 |
| 58 | 200 mm dia | Each | 5 | 308.55 | 1,542.75 |
| Schedule total | ₹1,19,85,152.75 | ||||
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