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Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
28 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
Augmentation of infrastructural facilities through renovation and allied works to improve maintenance facilities at various outpits in the section of SSE/W/DLI under ADEN/DLI.
NIT-14-2026-27-W-III
NIT-14-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.5 L
28 May 2026
6 May 2026
14 May 2026
65 items across 2 schedules · ₹1,92,06,222.83 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 | 500 | 411.3 | 2,05,650 |
| 2 | All kinds of soil | Sqm | 100 | 107 | 10,700 |
| 3 | 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 | 80 | 7,365.15 | 5,89,212 |
| 4 | Foundations, footings, bases for columns | Sqm | 300 | 307.95 | 92,385 |
| 5 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10000 | 89.65 | 8,96,500 |
| 6 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 10,306.2 | 10,30,620 |
| 7 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 100 | 10,477.75 | 10,47,775 |
| 8 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 6,882 | 6,88,200 |
| 9 | 30 mm thick plain PVC door shutters | Sqm | 35 | 2,455.1 | 85,928.5 |
| 10 | 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 | 10000 | 111.95 | 11,19,500 |
| 11 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 142.3 | 4,26,900 |
| 12 | 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 | 250 | 1,142.8 | 2,85,700 |
| 13 | Size of Tile 600 x 600 mm | Sqm | 250 | 1,286.6 | 3,21,650 |
| 14 | 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 | 1500 | 671.55 | 10,07,325 |
| 15 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1000 | 307.25 | 3,07,250 |
| 16 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 500 | 461.85 | 2,30,925 |
| 17 | Neat cement punning. | Sqm | 1000 | 67.8 | 67,800 |
| 18 | Ordinary cement finish using ordinary cement | Sqm | 1000 | 752.4 | 7,52,400 |
| 19 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 214.3 | 4,28,600 |
| 20 | 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 | 5500 | 158.95 | 8,74,225 |
| 21 | On steel work | Sqm | 10000 | 201.7 | 20,17,000 |
| 22 | Two coats | Sqm | 5500 | 90.05 | 4,95,275 |
| 23 | Old work (one or more coats) | Sqm | 300 | 56.8 | 17,040 |
| 24 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 3000 | 20.85 | 62,550 |
| 25 | Asbestos Cement sheet | Sqm | 30 | 63.75 | 1,912.5 |
| 26 | bituminous road | Sqm | 100 | 353.65 | 35,365 |
| 27 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 100 | 48.15 | 4,815 |
| 28 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 29 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 30 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 5,268.85 | 10,537.7 |
| 31 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 1,913.75 | 3,827.5 |
| 32 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 2 | 3,302.95 | 6,605.9 |
| 33 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 34 | Flat back wash basin of size 550x400 mm | Each | 2 | 915.45 | 1,830.9 |
| 35 | 32 mm dia | Each | 2 | 90.95 | 181.9 |
| 36 | 40 mm dia | Each | 2 | 101.65 | 203.3 |
| 37 | 32 mm dia | Each | 2 | 104.35 | 208.7 |
| 38 | 40 mm dia | Each | 2 | 104.35 | 208.7 |
| 39 | Circular shape 450 mm dia | Each | 2 | 1,248.6 | 2,497.2 |
| 40 | Rectangular shape 453x357 mm | Each | 2 | 1,158.95 | 2,317.9 |
| 41 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 2 | 1,077.4 | 2,154.8 |
| 42 | Sand cast iron S&S as per IS - 1729 | Each | 2 | 530.7 | 1,061.4 |
| 43 | 100 mm dia | Metre | 20 | 615.7 | 12,314 |
| 44 | PPR Union 20mm | Each | 10 | 295.75 | 2,957.5 |
| 45 | PPR Union 32mm | Each | 10 | 416.15 | 4,161.5 |
| 46 | PPR Union 63mm | Each | 10 | 951.35 | 9,513.5 |
| 47 | 15 mm dia nominal bore | Metre | 150 | 304.15 | 45,622.5 |
| 48 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 49 | 15 mm nominal bore | Each | 20 | 262.3 | 5,246 |
| 50 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 51 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 30 | 143.3 | 4,299 |
| 52 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 10 | 194.15 | 1,941.5 |
| 53 | 250 mm dia Ductile Iron Double Flanged | Metre | 20 | 4,142.7 | 82,854 |
| 54 | 250 mm dia. R.C.C. pipe | Metre | 150 | 811.15 | 1,21,672.5 |
| 55 | 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 | 1000 | 285 | 2,85,000 |
| Schedule total | ₹1,37,80,426.45 | ||||
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