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Tender Value
₹7.0 Cr
EMD Value
₹14.1 L
Closing Date
16 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
16 conditions · 9 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 of civil infrastructure at LC gates and rubberized surface in the section of DEN-IV.
NIT12-26-27-W-IV
NIT12-26-27-W-IV
Open
Works - General
8 Months
Delhi, Delhi
₹0
₹14.1 L
16 Jun 2026
25 May 2026
2 Jun 2026
65 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 800 | 205.45 | 1,64,360 |
| 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 | 300 | 253.95 | 76,185 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 850 | 368.65 | 3,13,352.5 |
| 4 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 30 | 6,050.65 | 1,81,519.5 |
| 5 | 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 | 75 | 9,375.2 | 7,03,140 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 307.95 | 30,795 |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1250 | 669.55 | 8,36,937.5 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 110 | 766.55 | 84,320.5 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 45 | 608.35 | 27,375.75 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 35 | 804.25 | 28,148.75 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 7500 | 89.65 | 6,72,375 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 10000 | 89.65 | 8,96,500 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 115 | 10,306.2 | 11,85,213 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 6,658.25 | 16,64,562.5 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 225 | 8,288.35 | 18,64,878.75 |
| 16 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 7530 | 1,484.7 | 1,11,79,791 |
| 17 | 250x16 mm | Each | 60 | 234.9 | 14,094 |
| 18 | 250x10 mm | Each | 60 | 104.4 | 6,264 |
| 19 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 60 | 89.9 | 5,394 |
| 20 | 125 mm | Each | 60 | 60.05 | 3,603 |
| 21 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 75 | 2,008.55 | 1,50,641.25 |
| 22 | 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 | 8750 | 111.95 | 9,79,562.5 |
| 23 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1750 | 88.5 | 1,54,875 |
| 24 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 750 | 545 | 4,08,750 |
| 25 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 750 | 905.8 | 6,79,350 |
| 26 | In 75x75 mm deep chase | Metre | 1000 | 260.2 | 2,60,200 |
| 27 | 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 | 32 | 266.6 | 8,531.2 |
| 28 | 110 mm diameter | Metre | 425 | 319.75 | 1,35,893.75 |
| 29 | 1:4 (1 cement: 4 fine sand) | Sqm | 1750 | 294.85 | 5,15,987.5 |
| 30 | 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 | 750 | 158.95 | 1,19,212.5 |
| 31 | One or more coats on old work | Sqm | 1600 | 86.55 | 1,38,480 |
| 32 | One or more coats on old work | Sqm | 1600 | 50.6 | 80,960 |
| 33 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 1750 | 63.25 | 1,10,687.5 |
| 34 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 175 | 462.3 | 80,902.5 |
| 35 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 15 | 1,239.6 | 18,594 |
| 36 | In cement mortar | cum | 22 | 1,698.45 | 37,365.9 |
| 37 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 100 | 45.05 | 4,505 |
| 38 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 15 | 2,328.55 | 34,928.25 |
| 39 | On bituminous surface @ 0.25kg/sqm | Sqm | 4000 | 7.9 | 31,600 |
| 40 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 4000 | 427.75 | 17,11,000 |
| 41 | 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 |
| 42 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 43 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 18 | 1,913.75 | 34,447.5 |
| 44 | Orissa pattern W.C. pan of size 580x440 mm | Each | 20 | 2,758.2 | 55,164 |
| 45 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,403.65 | 24,036.5 |
| 46 | 10 litre capacity - coloured | Each | 20 | 989.6 | 19,792 |
| 47 | Flat back wash basin of size 630x450 mm | Each | 10 | 1,149.6 | 11,496 |
| 48 | 32 mm dia | Each | 20 | 90.95 | 1,819 |
| 49 | 40 mm dia | Each | 20 | 101.65 | 2,033 |
| 50 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 20 | 1,411.15 | 28,223 |
| 51 | 15 mm dia nominal bore | Metre | 150 | 304.15 | 45,622.5 |
| 52 | 20 mm dia nominal bore | Metre | 150 | 373.35 | 56,002.5 |
| 53 | 25 mm dia nominal bore | Metre | 200 | 417.95 | 83,590 |
| 54 | 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 | 10000 | 9.7 | 97,000 |
| 55 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 109.85 | 5,492.5 |
| 56 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 103.15 | 5,157.5 |
| 57 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 50 | 113.85 | 5,692.5 |
| 58 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 50 | 180.8 | 9,040 |
| 59 | 300 mm dia. R.C.C. pipe | Metre | 200 | 902.05 | 1,80,410 |
| 60 | 100 mm nominal size dia | Metre | 400 | 553.2 | 2,21,280 |
| 61 | 100 mm nominal size dia | Metre | 200 | 579.95 | 1,15,990 |
| 62 | 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 | 100 | 916.8 | 91,680 |
| 63 | 100 mm dia | Each | 20 | 189.65 | 3,793 |
| 64 | 100 mm clamp | Each | 20 | 1,522.5 | 30,450 |
| 65 | 100 mm dia | Each | 20 | 228.25 | 4,565 |
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