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Tender Value
₹1.5 Cr
EMD Value
₹3.0 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
Capital (Works)
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.
Renovation and Upgradation of Toilets/Washrooms at DRM office in the section of SSE/W/T.Camp under ADEN/E-I.
NIT-19-A-26-27-WE~NR
NIT-19-A-26-27-WE
Open
Works - General
8 Months
Delhi, Delhi
₹0
₹3.0 L
22 Sept 2026
22 Sept 2026
30 Sept 2026
62 items across 1 schedule
| # | 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 | 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 | 5 | 9,375.2 | 46,876 |
| 3 | 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 | 35 | 8,843.45 | 3,09,520.75 |
| 4 | cum | 5 | 10,719.3 | 53,596.5 | |
| 5 | Shelves (Cast in situ) | Sqm | 25 | 766.55 | 19,163.75 |
| 6 | Mild steel and Medium Tensile steel bars | Kg | 3000 | 88.95 | 2,66,850 |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 8,288.35 | 82,883.5 |
| 8 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 197 | 1,018.05 | 2,00,555.85 |
| 9 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 300 | 86.45 | 25,935 |
| 10 | Area of slab over 0.50 sqm | Sqm | 25 | 4,425.35 | 1,10,633.75 |
| 11 | Granite work | Metre | 70 | 418.85 | 29,319.5 |
| 12 | Metre | 70 | 475.55 | 33,288.5 | |
| 13 | Each | 41 | 808.15 | 33,134.15 | |
| 14 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 15 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 34 | 3,086.1 | 1,04,927.4 |
| 16 | Decorative type door | Sqm | 34 | 354.55 | 12,054.7 |
| 17 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 102 | 194.35 | 19,823.7 |
| 18 | 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 | 820 | 111.95 | 91,799 |
| 19 | Size of Tile 600x600 mm | Sqm | 380 | 1,416.65 | 5,38,327 |
| 20 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 300 | 1,145.95 | 3,43,785 |
| 21 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 282 | 14,100 |
| 22 | Water thinnable cement primer | Sqm | 700 | 64.45 | 45,115 |
| 23 | 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 | 200 | 123.85 | 24,770 |
| 24 | Two coats | Sqm | 200 | 116.05 | 23,210 |
| 25 | One or more coats on old work | Sqm | 500 | 86.55 | 43,275 |
| 26 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 500 | 111.6 | 55,800 |
| 27 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 45 | 462.3 | 20,803.5 |
| 28 | Door chowkhats | Each | 17 | 1,505.3 | 25,590.1 |
| 29 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required 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 .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 120 | 285 | 34,200 |
| 30 | 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 | 2 | 357.55 | 715.1 |
| 31 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 32 | 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 | 1.5 | 2,928.1 | 4,392.15 |
| 33 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 34 | Of area 3 sq. metres and below | Each | 49 | 302.7 | 14,832.3 |
| 35 | Of area 3 sq. metres and below | Each | 49 | 118.3 | 5,796.7 |
| 36 | For thickness of tiles 10 mm to 25 mm | Sqm | 1180 | 60.5 | 71,390 |
| 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 | 400 | 45.05 | 18,020 |
| 38 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 5,781.35 | 5,781.35 |
| 39 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 1 | 3,459.05 | 3,459.05 |
| 40 | 610x510 mm bowl depth 200 mm | Each | 1 | 4,274.4 | 4,274.4 |
| 41 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 4 | 16,100.4 | 64,401.6 |
| 42 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 254.95 | 12,747.5 |
| 43 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 100 | 358.9 | 35,890 |
| 44 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 50 | 523.6 | 26,180 |
| 45 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 100 | 666.65 | 66,665 |
| 46 | PPR Union 32mm | Each | 10 | 416.15 | 4,161.5 |
| 47 | 15 mm dia nominal bore | Metre | 50 | 304.15 | 15,207.5 |
| 48 | 25 mm dia nominal bore | Metre | 120 | 491.2 | 58,944 |
| 49 | 50 mm dia nominal bore | Metre | 40 | 893.2 | 35,728 |
| 50 | 15 mm dia nominal bore | Metre | 500 | 485.2 | 2,42,600 |
| 51 | 20 mm dia nominal bore | Metre | 10 | 541.1 | 5,411 |
| 52 | 25 to 40 mm nominal bore | Each | 8 | 757.1 | 6,056.8 |
| 53 | 50 to 80 mm nominal bore | Each | 8 | 1,513.7 | 12,109.6 |
| 54 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 55 | 50 mm nominal bore | Each | 8 | 878.25 | 7,026 |
| 56 | 15 mm nominal bore | Each | 45 | 85.2 | 3,834 |
| 57 | 15 mm nominal bore | Each | 20 | 262.3 | 5,246 |
| 58 | 25 mm nominal bore | Each | 5 | 369.35 | 1,846.75 |
| 59 | 50 mm nominal bore | Each | 2 | 706.7 | 1,413.4 |
| 60 | 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 | 4000 | 9.7 | 38,800 |
| 61 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 153 | 61.7 | 9,440.1 |
| 62 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 380 | 516.6 | 1,96,308 |
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