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Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
20 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
SR.DEN III
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.
7 conditions · 1 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.
Provision of additional 3rd floor with modern facilities in running room at Anand Vihar terminal in the section of SSE/W/ANVT under ADEN/NDLS.
NIT-08-2026-27-W-III
NIT-08-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.7 L
20 May 2026
28 Apr 2026
6 May 2026
98 items across 2 schedules · ₹2,08,46,587.82 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 200 | 205.45 | 41,090 |
| 2 | Concrete of M15 grade with minimum cement content of 240 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 25% each). | cum | 43 | 9,621.3 | 4,13,715.9 |
| 3 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 800 | 766.55 | 6,13,240 |
| 4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 280 | 608.35 | 1,70,338 |
| 5 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 400 | 804.25 | 3,21,700 |
| 6 | Stairs, (excluding landings) except spiral- staircases | Sqm | 80 | 657.75 | 52,620 |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 30000 | 89.65 | 26,89,500 |
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 300 | 10,306.2 | 30,91,860 |
| 9 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 260 | 8,512.1 | 22,13,146 |
| 10 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 300 | 1,043.1 | 3,12,930 |
| 11 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 20 | 8,890.8 | 1,77,816 |
| 12 | Area of slab over 0.50 sqm | Sqm | 250 | 4,425.35 | 11,06,337.5 |
| 13 | 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 | 250 | 1,063.45 | 2,65,862.5 |
| 14 | Second class teak wood | cum | 3 | 1,31,576.95 | 3,94,730.85 |
| 15 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,086.1 | 1,85,166 |
| 16 | 35 mm thick shutters | Sqm | 80 | 2,682.05 | 2,14,564 |
| 17 | 125x64x1.90 mm | Each | 500 | 95.5 | 47,750 |
| 18 | 100X58X1.90 mm | Each | 400 | 86.15 | 34,460 |
| 19 | 250x10 mm | Each | 80 | 374.35 | 29,948 |
| 20 | 200x10 mm | Each | 80 | 300.55 | 24,044 |
| 21 | 300x16x5 mm | Each | 40 | 273.2 | 10,928 |
| 22 | 250x16x5 mm | Each | 40 | 259.8 | 10,392 |
| 23 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 40 | 109.6 | 4,384 |
| 24 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 40 | 1,025.65 | 41,026 |
| 25 | Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-charge. | Metre | 400 | 85.6 | 34,240 |
| 26 | 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 |
| 27 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer- in-charge. | Sqm | 40 | 3,963.7 | 1,58,548 |
| 28 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 80 | 185.95 | 14,876 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 142.3 | 4,26,900 |
| 30 | 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 | 800 | 612.25 | 4,89,800 |
| 31 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 80 | 971.55 | 77,724 |
| 32 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 120 | 940.3 | 1,12,836 |
| 33 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 350 | 545 | 1,90,750 |
| 34 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 35 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 50 | 2,038.55 | 1,01,927.5 |
| 36 | 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 | 120 | 935.6 | 1,12,272 |
| 37 | Size of Tile 600x600 mm | Sqm | 80 | 1,416.65 | 1,13,332 |
| 38 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 600 | 905.8 | 5,43,480 |
| 39 | In 75x75 mm deep chase | Metre | 300 | 260.2 | 78,060 |
| 40 | 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 | 40 | 266.6 | 10,664 |
| 41 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 42 | 110 mm | Each | 40 | 119.95 | 4,798 |
| 43 | 110x110x110 mm | Each | 100 | 205.45 | 20,545 |
| 44 | 110 mm bend | Each | 40 | 132 | 5,280 |
| 45 | 110 mm | Each | 350 | 309.5 | 1,08,325 |
| 46 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 60 | 1,746.25 | 1,04,775 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 1200 | 339.7 | 4,07,640 |
| 48 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 700 | 334.2 | 2,33,940 |
| 49 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 2200 | 166.85 | 3,67,070 |
| 50 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 144.9 | 72,450 |
| 51 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 800 | 191.4 | 1,53,120 |
| 52 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 100 | 1,156.55 | 1,15,655 |
| 53 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 54 | 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 | 20 | 2,928.1 | 58,562 |
| 55 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 450 | 7.45 | 3,352.5 |
| 56 | Overhead informatory road signage | Sqm | 25 | 5,609.55 | 1,40,238.75 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 25 | 5,781.35 | 1,44,533.75 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 5,540.55 | 83,108.25 |
| 59 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 24 | 8,115.55 | 1,94,773.2 |
| 60 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,275 | 45,500 |
| 61 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 15 | 2,040.85 | 30,612.75 |
| 62 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,500.05 | 15,000.5 |
| 63 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 64 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,274.4 | 8,548.8 |
| 65 | 32 mm dia | Each | 30 | 90.95 | 2,728.5 |
| 66 | 32 mm dia | Each | 10 | 104.35 | 1,043.5 |
| 67 | 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 | 40 | 1,411.15 | 56,446 |
| 68 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 20 | 942.15 | 18,843 |
| 69 | C.P. brass | Each | 20 | 680.8 | 13,616 |
| 70 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 250 | 1,018.05 | 2,54,512.5 |
| 71 | 100 mm dia pipe | Each | 100 | 163.45 | 16,345 |
| 72 | For 100 mm dia pipe | Each | 50 | 308.45 | 15,422.5 |
| 73 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 150 | 268.2 | 40,230 |
| 74 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 150 | 654.65 | 98,197.5 |
| 75 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 150 | 1,689.5 | 2,53,425 |
| 76 | PPR Union 25mm | Each | 50 | 362.65 | 18,132.5 |
| 77 | PPR Union 63mm | Each | 50 | 951.35 | 47,567.5 |
| 78 | 20 mm nominal dia Pipes | Metre | 250 | 513.75 | 1,28,437.5 |
| 79 | 25 mm nominal bore | Each | 25 | 532.35 | 13,308.75 |
| 80 | 20 mm nominal bore | Each | 10 | 397.45 | 3,974.5 |
| 81 | 15 mm nominal bore | Each | 100 | 85.2 | 8,520 |
| 82 | 100 mm diameter | Each | 50 | 166.35 | 8,317.5 |
| 83 | 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 | 25000 | 9.7 | 2,42,500 |
| 84 | 15 mm nominal bore | Each | 50 | 434.2 | 21,710 |
| 85 | 15 mm nominal bore | Each | 50 | 715.05 | 35,752.5 |
| 86 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 40 | 96.75 | 3,870 |
| 87 | 250 mm dia. R.C.C. pipe | Metre | 250 | 811.15 | 2,02,787.5 |
| 88 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 11,687.1 | 1,16,871 |
| 89 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 24,405.9 | 2,44,059 |
| 90 | Circular shape 560 mm internal dia | Each | 10 | 1,882.2 | 18,822 |
| 91 | 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 | 20 | 671.75 | 13,435 |
| 92 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 800 | 466.3 | 3,73,040 |
| 93 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 564.8 | 3,38,880 |
| 94 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 150 | 951.05 | 1,42,657.5 |
| 95 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 200 | 560.85 | 1,12,170 |
| 96 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 600 | 474.15 | 2,84,490 |
| Schedule total | ₹2,06,86,649.9 | ||||
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