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Tender Value
₹2.0 Cr
EMD Value
₹4 L
Closing Date
30 Sept 2026, 3:00 pm
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.
Repair/Renovation work of vacant flats of SP Road railway colony in the S/o SSE/W/SPM under ADEN/E-III.
NIT-15-D-26-27-WE~NR
NIT-15-D-26-27-WE
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹4 L
8 Sept 2026
8 Sept 2026
16 Sept 2026
86 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 100 | 107 | 10,700 |
| 2 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 500 | 200.9 | 1,00,450 |
| 3 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 1000 | 44.7 | 44,700 |
| 4 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 1000 | 35.75 | 35,750 |
| 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 | 10 | 7,365.15 | 73,651.5 |
| 6 | 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 | 25 | 6,326.05 | 1,58,151.25 |
| 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 | 25 | 9,375.2 | 2,34,380 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 50 | 370.85 | 18,542.5 |
| 9 | cum | 20 | 10,719.3 | 2,14,386 | |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 75 | 766.55 | 57,491.25 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 500 | 89.65 | 44,825 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 6,658.25 | 66,582.5 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 125 | 8,288.35 | 10,36,043.75 |
| 14 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 15 | Metre | 50 | 475.55 | 23,777.5 | |
| 16 | Each | 25 | 808.15 | 20,203.75 | |
| 17 | Sqm | 30 | 417.6 | 12,528 | |
| 18 | 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 | 1000 | 1,063.45 | 10,63,450 |
| 19 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 2,015.75 | 2,01,575 |
| 20 | Kiln seasoned and chemically treated hollock wood | Sqm | 100 | 3,140.15 | 3,14,015 |
| 21 | With 2nd class teak wood beading 62X19 mm | Sqm | 200 | 1,164.9 | 2,32,980 |
| 22 | 150 mm | Each | 40 | 278.45 | 11,138 |
| 23 | 250x16 mm | Each | 75 | 165.9 | 12,442.5 |
| 24 | 150x10 mm | Each | 75 | 53.05 | 3,978.75 |
| 25 | 125 mm | Each | 112 | 35.2 | 3,942.4 |
| 26 | 100 mm | Each | 100 | 28.25 | 2,825 |
| 27 | 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 | 711 | 600.15 | 4,26,706.65 |
| 28 | Double strip (horizontal type) | Each | 300 | 34.15 | 10,245 |
| 29 | 1.0 mm thick | Sqm | 1200 | 764 | 9,16,800 |
| 30 | 200 mm | Each | 300 | 153.15 | 45,945 |
| 31 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 300 | 226.75 | 68,025 |
| 32 | 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 | 150 | 749.7 | 1,12,455 |
| 33 | 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 | 200 | 423.7 | 84,740 |
| 34 | 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 | 150 | 93.05 | 13,957.5 |
| 35 | 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 | 6628 | 111.95 | 7,42,004.6 |
| 36 | Hot finished welded type tubes | Kg | 10000 | 154.9 | 15,49,000 |
| 37 | 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 | 300 | 612.25 | 1,83,675 |
| 38 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 545 | 54,500 |
| 39 | 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 colours such as 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 pointing the joints with white cement and matching pigment etc., complete. | Sqm | 150 | 935.6 | 1,40,340 |
| 40 | Size of Tile 600 x 600 mm | Sqm | 750 | 1,286.6 | 9,64,950 |
| 41 | Size of Tile 600 x 600 mm | Sqm | 100 | 1,311.05 | 1,31,105 |
| 42 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer- in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: | Sqm | 20 | 3,282.5 | 65,650 |
| 43 | In 75x75 mm deep chase | Metre | 300 | 260.2 | 78,060 |
| 44 | 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 | 100 | 266.6 | 26,660 |
| 45 | 40 to 50 mm thick | Sqm | 50 | 907.95 | 45,397.5 |
| 46 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 47 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 50 | 1,145.95 | 57,297.5 |
| 48 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 200 | 1,179.25 | 2,35,850 |
| 49 | 2 mm thick flat | Sqm | 200 | 1,048.5 | 2,09,700 |
| 50 | 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 | 750 | 671.55 | 5,03,662.5 |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 500 | 282 | 1,41,000 |
| 52 | 1:3 (1 cement : 3 fine sand) | Sqm | 100 | 253.05 | 25,305 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5000 | 214.3 | 10,71,500 |
| 54 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1500 | 191.4 | 2,87,100 |
| 55 | Two or more coats on new works including a coat of wood filler | Sqm | 250 | 368.3 | 92,075 |
| 56 | 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 | 5000 | 123.85 | 6,19,250 |
| 57 | Old work (one or more coats) | Sqm | 2500 | 56.8 | 1,42,000 |
| 58 | One or more coats on old work | Sqm | 5000 | 90.85 | 4,54,250 |
| 59 | One or more coats on old work | Sqm | 500 | 86.55 | 43,275 |
| 60 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 5000 | 111.6 | 5,58,000 |
| 61 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 20 | 1,239.6 | 24,792 |
| 62 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 63 | For thickness of tiles 10 mm to 25 mm | Sqm | 1000 | 60.5 | 60,500 |
| 64 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 1000 | 219.35 | 2,19,350 |
| 65 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 200 | 1,250.75 | 2,50,150 |
| 66 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 5,540.55 | 55,405.5 |
| 67 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,040.85 | 20,408.5 |
| 68 | 470x420 mm bowl depth 178 mm | Each | 20 | 2,936.45 | 58,729 |
| 69 | Orissa pattern W.C. pan of size 580x440 mm | Each | 20 | 2,758.2 | 55,164 |
| 70 | 40 mm dia | Each | 100 | 104.35 | 10,435 |
| 71 | 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 | 25 | 1,411.15 | 35,278.75 |
| 72 | 15 mm dia nominal bore | Metre | 300 | 485.2 | 1,45,560 |
| 73 | 15 mm dia nominal bore | Metre | 180 | 267.5 | 48,150 |
| 74 | 15 mm nominal bore | Each | 50 | 85.2 | 4,260 |
| 75 | 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 |
| 76 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 100 | 61.7 | 6,170 |
| 77 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 100 | 143.3 | 14,330 |
| 78 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 100 | 180.8 | 18,080 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 500 | 466.3 | 2,33,150 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 564.8 | 1,12,960 |
| 81 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 150 | 951.05 | 1,42,657.5 |
| 82 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 150 | 1,019.8 | 1,52,970 |
| 83 | Powder coated minimum thickness 50 micron aluminium tubular handle bar | Each | 75 | 563.5 | 42,262.5 |
| 84 | Powder coated minimum thickness 50 micron aluminium | Each | 100 | 79.75 | 7,975 |
| 85 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. | Sqm | 750 | 585.55 | 4,39,162.5 |
| 86 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 50 | 7,510.75 | 3,75,537.5 |
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