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Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
14 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
Special repair of camp offices of Ministers & repair to road of Tilak Bridge, College Lane Railway Colony under Jurisdiction of ADEN/E-III.
NIT-37-B-25-26-WE~NR
NIT-37-B-25-26-WE
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹5.6 L
14 Apr 2026
20 Mar 2026
31 Mar 2026
78 items across 1 schedule · ₹2,09,76,915.33 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 | 3938 | 411.3 | 16,19,699.4 |
| 2 | All kinds of soil | cum | 20 | 205.45 | 4,109 |
| 3 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 4500 | 200.9 | 9,04,050 |
| 4 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 250 | 256.15 | 64,037.5 |
| 5 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 200 | 35.75 | 7,150 |
| 6 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 200 | 257.55 | 51,510 |
| 7 | 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 | 126 | 7,365.15 | 9,28,008.9 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 5 | 6,326.05 | 31,630.25 |
| 9 | cum | 5 | 10,719.3 | 53,596.5 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 15 | 307.95 | 4,619.25 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 700 | 89.65 | 62,755 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 7 | 10,306.2 | 72,143.4 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 6,658.25 | 1,33,165 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 8,288.35 | 82,883.5 |
| 15 | Red sand stone | cum | 3 | 72,673 | 2,18,019 |
| 16 | Sqm | 10 | 417.6 | 4,176 | |
| 17 | Fastener with threaded dia 6 mm | Each | 50 | 30.75 | 1,537.5 |
| 18 | Fastener with threaded dia 10 mm | Each | 50 | 33.8 | 1,690 |
| 19 | Fastener with threaded dia 12 mm | Each | 50 | 52.85 | 2,642.5 |
| 20 | 40 mm thick | Sqm | 40 | 6,205.8 | 2,48,232 |
| 21 | 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 | 100 | 1,063.45 | 1,06,345 |
| 22 | Second class teak wood | cum | .5 | 1,31,576.95 | 65,788.48 |
| 23 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 5 | 1,897.1 | 9,485.5 |
| 24 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 5 | 2,231.2 | 11,156 |
| 25 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 50 | 1,521.6 | 76,080 |
| 26 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 5 | 1,004.8 | 5,024 |
| 27 | 50 mm | Each | 30 | 306.4 | 9,192 |
| 28 | 125 mm | Each | 50 | 60.05 | 3,002.5 |
| 29 | Twin rubber stopper | Each | 50 | 62.25 | 3,112.5 |
| 30 | 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 | 50 | 600.15 | 30,007.5 |
| 31 | Double strip (horizontal type) | Each | 25 | 34.15 | 853.75 |
| 32 | 1.0 mm thick | Sqm | 100 | 764 | 76,400 |
| 33 | 200 mm | Each | 50 | 153.15 | 7,657.5 |
| 34 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in- charge. | Set | 50 | 749.7 | 37,485 |
| 35 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 50 | 423.7 | 21,185 |
| 36 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 100 | 38.45 | 3,845 |
| 37 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1500 | 93.05 | 1,39,575 |
| 38 | Hot finished welded type tubes | Kg | 150 | 154.9 | 23,235 |
| 39 | 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 | 50 | 612.25 | 30,612.5 |
| 40 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 41 | Red sand stone | Sqm | 50 | 1,292 | 64,600 |
| 42 | Size of Tile 800x800 mm | Sqm | 70 | 205.15 | 14,360.5 |
| 43 | Size of Tile 1000x1000 mm | Sqm | 30 | 146.6 | 4,398 |
| 44 | In 75x75 mm deep chase | Metre | 25 | 260.2 | 6,505 |
| 45 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 200 | 1,145.95 | 2,29,190 |
| 46 | 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 | 150 | 671.55 | 1,00,732.5 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 294.85 | 88,455 |
| 48 | 1:3 (1 cement : 3 fine sand) | Sqm | 60 | 253.05 | 15,183 |
| 49 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3000 | 214.3 | 6,42,900 |
| 50 | Water thinnable cement primer | Sqm | 3000 | 64.45 | 1,93,350 |
| 51 | 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 | 3000 | 158.95 | 4,76,850 |
| 52 | Two or more coats on new work | Sqm | 3000 | 137.85 | 4,13,550 |
| 53 | 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 | 1000 | 123.85 | 1,23,850 |
| 54 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) | Sqm | 50 | 1,358.35 | 67,917.5 |
| 55 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 60 | 865.8 | 51,948 |
| 56 | 40 mm thick | Sqm | 9607 | 1,163.1 | 1,11,73,901.7 |
| 57 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 20 | 8,613.55 | 1,72,271 |
| 58 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 30 | 8,277.55 | 2,48,326.5 |
| 59 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 50 | 4,256.3 | 2,12,815 |
| 60 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 100 | 932.35 | 93,235 |
| 61 | 20 mm nominal dia Pipes | Metre | 50 | 513.75 | 25,687.5 |
| 62 | 25 mm nominal dia Pipes | Metre | 65 | 626.05 | 40,693.25 |
| 63 | 15 mm dia nominal bore | Metre | 50 | 267.5 | 13,375 |
| 64 | 20 mm dia nominal bore | Metre | 35 | 315.35 | 11,037.25 |
| 65 | 25 mm dia nominal bore | Metre | 25 | 417.95 | 10,448.75 |
| 66 | 15 mm nominal bore | Each | 10 | 262.3 | 2,623 |
| 67 | 25 mm nominal bore | Each | 10 | 369.35 | 3,693.5 |
| 68 | 100 mm dia pipes | Joint | 10 | 96.15 | 961.5 |
| 69 | 150 mm dia pipes | Joint | 10 | 156.05 | 1,560.5 |
| 70 | 100 mm dia Ductile Iron Class K-7 pipes | Metre | 12 | 1,121.1 | 13,453.2 |
| 71 | 150 mm dia Ductile Iron Class K-7 pipes | Metre | 12 | 1,601.3 | 19,215.6 |
| 72 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 24,405.9 | 1,46,435.4 |
| 73 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 131 | 671.75 | 87,999.25 |
| 74 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 25 | 6,258.2 | 1,56,455 |
| 75 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 60 | 10,596.95 | 6,35,817 |
| 76 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 466.3 | 46,630 |
| 77 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 30 | 564.8 | 16,944 |
| 78 | Cement Fiber Board 8 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) | Sqm | 50 | 2,170.4 | 1,08,520 |
| Schedule total | ₹2,09,76,915.33 | ||||
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