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Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
14 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
ESTATE1
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.
Heavy repair to outside plaster, sunshade, balcony, parapet wall, leaky Roof, approach Road, sewer, system, replacement of Broken doors, windows, SCI stacks and providing safety doors, Improvement of kitchen, bath, lavatory, Room tiles, sanitary fittings and development of common area in Block.1 to 6, 11 to 12, at Wazirpur staff qtrs. in the section of SSE/W/Punjabi bagh under ADEN/E-II and Repair to apron of blocks and parks, repair to toilet, urgent misc. repair to quarter, and repair to unpopular/newly allotted qtrs. at DKZ-II Railway Colony in the S/o of SSE/W/DKZ-II under ADEN/E-IV.
NIT-18-B-26-27-WE~NR
NIT-18-B-26-27-WE
Open
Works - General
8 Months
Delhi, Delhi
₹0
₹2.4 L
22 Sept 2026
22 Sept 2026
30 Sept 2026
86 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 100 | 107 | 10,700 |
| 2 | All kinds of soil | cum | 10 | 205.45 | 2,054.5 |
| 3 | cum | 1 | 5,024.15 | 5,024.15 | |
| 4 | 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 | 5 | 6,833.4 | 34,167 |
| 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 | 1 | 9,793.75 | 9,793.75 |
| 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 | 3 | 8,364.2 | 25,092.6 |
| 7 | 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 | 4 | 10,185.05 | 40,740.2 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 766.55 | 76,655 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 250 | 89.65 | 22,412.5 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 250 | 89.65 | 22,412.5 |
| 11 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 6,658.25 | 33,291.25 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 8,512.1 | 2,55,363 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 8,288.35 | 2,07,208.75 |
| 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 | 950 | 1,063.45 | 10,10,277.5 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 80 | 1,881.95 | 1,50,556 |
| 17 | With 2nd class teak wood beading 62X19 mm | Sqm | 250 | 1,164.9 | 2,91,225 |
| 18 | 300x16 mm | Each | 50 | 260.3 | 13,015 |
| 19 | 250x10 mm | Each | 80 | 104.4 | 8,352 |
| 20 | 125 mm | Each | 100 | 60.05 | 6,005 |
| 21 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 120 | 702.6 | 84,312 |
| 22 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 80 | 3,496.75 | 2,79,740 |
| 23 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 7500 | 142.3 | 10,67,250 |
| 24 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1450 | 545 | 7,90,250 |
| 25 | Raj Nagar plain | Sqm | 40 | 1,992.7 | 79,708 |
| 26 | Black Zebra | Sqm | 10 | 2,685.05 | 26,850.5 |
| 27 | Udaipur green marble | Sqm | 10 | 2,100.4 | 21,004 |
| 28 | Extra for pre finished nosing to treads of steps of marble stone. | Metre | 100 | 593.3 | 59,330 |
| 29 | 25 mm thick | Sqm | 60 | 1,706.6 | 1,02,396 |
| 30 | 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 | 500 | 1,142.8 | 5,71,400 |
| 31 | Size of Tile 600x600 mm | Sqm | 1150 | 1,416.65 | 16,29,147.5 |
| 32 | In 75x75 mm deep chase | Metre | 150 | 260.2 | 39,030 |
| 33 | 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 | 50 | 266.6 | 13,330 |
| 34 | 110 mm diameter | Metre | 150 | 319.75 | 47,962.5 |
| 35 | 110 mm bend | Each | 80 | 132 | 10,560 |
| 36 | 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 | 190 | 671.55 | 1,27,594.5 |
| 37 | 1:6 (1 cement: 6 fine sand) | Sqm | 500 | 282 | 1,41,000 |
| 38 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2795 | 307.25 | 8,58,763.75 |
| 39 | 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 | 4000 | 158.95 | 6,35,800 |
| 40 | 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 |
| 41 | Two coats | Sqm | 4862 | 90.05 | 4,37,823.1 |
| 42 | One or more coats on old work | Sqm | 1100 | 86.55 | 95,205 |
| 43 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 400 | 94.15 | 37,660 |
| 44 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 550 | 462.3 | 2,54,265 |
| 45 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 10 | 357.55 | 3,575.5 |
| 46 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | Each | 10 | 110.7 | 1,107 |
| 47 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 48 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 5 | 1,239.6 | 6,198 |
| 49 | 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 | 5 | 2,928.1 | 14,640.5 |
| 50 | In cement mortar | cum | 18 | 1,698.45 | 30,572.1 |
| 51 | Of area 3 sq. metres and below | Each | 50 | 302.7 | 15,135 |
| 52 | Channels, angles, tees and flats | Kg | 150 | 1.9 | 285 |
| 53 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 100 | 4.65 | 465 |
| 54 | 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 | 1050 | 45.05 | 47,302.5 |
| 55 | 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 | 1200 | 219.35 | 2,63,220 |
| 56 | 40 mm thick | Sqm | 700 | 1,163.1 | 8,14,170 |
| 57 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 20 | 7,399.2 | 1,47,984 |
| 58 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 200 | 303.65 | 60,730 |
| 59 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with Local sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | Sqm | 40 | 196.3 | 7,852 |
| 60 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 200 | 951 | 1,90,200 |
| 61 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 10 | 362.3 | 3,623 |
| 62 | 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 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 30 | 5,781.35 | 1,73,440.5 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 5,540.55 | 55,405.5 |
| 65 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 66 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 22 | 1,679.6 | 36,951.2 |
| 67 | 610x460 mm bowl depth 200 mm | Each | 32 | 3,337.85 | 1,06,811.2 |
| 68 | 10 litre capacity - White | Each | 25 | 1,023.05 | 25,576.25 |
| 69 | 15 mm dia nominal bore | Metre | 200 | 304.15 | 60,830 |
| 70 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 71 | 15 mm dia nominal bore | Metre | 50 | 485.2 | 24,260 |
| 72 | 15 mm nominal bore | Each | 80 | 348.85 | 27,908 |
| 73 | 15 mm nominal bore | Each | 80 | 85.2 | 6,816 |
| 74 | 15 mm nominal bore | Each | 25 | 262.3 | 6,557.5 |
| 75 | 25 mm nominal bore | Each | 20 | 369.35 | 7,387 |
| 76 | 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 | 5000 | 9.7 | 48,500 |
| 77 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 109.85 | 5,492.5 |
| 78 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 50 | 156.65 | 7,832.5 |
| 79 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 103.15 | 2,063 |
| 80 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 50 | 180.8 | 9,040 |
| 81 | 125 mm nominal dia with 25 mm waste hole | Each | 50 | 45.25 | 2,262.5 |
| 82 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 50 | 161.55 | 8,077.5 |
| 83 | 300 mm dia. R.C.C. pipe | Metre | 50 | 902.05 | 45,102.5 |
| 84 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 10,596.95 | 52,984.75 |
| 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 | 350 | 585.55 | 2,04,942.5 |
| 86 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 20 | 7,510.75 | 1,50,215 |
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