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Tender Value
₹3.2 Cr
EMD Value
₹3.1 L
Closing Date
22 Dec 2025, 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.
8 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.
Upgradation of infrastructure in existing running room & lobbies of Delhi Main Station and Shakurbasti and Repair to Boundary wall 1st and 2nd Entry side, Repair to Manhole Chamber on PF and Yard, Repair to Signal and Yard master Hut and offices at Delhi Main Station and Construction and realignment of drain from PF 5 to PF 16 by laying new sewer line across the PF and correction of Slope of Drain, Repairing and Construction of Drain from Washing line 18 West End to PF 16 Delhi Main Station in the S/O SSE/W/DLI under ADEN/DLI.
NIT-47-2025-26-W-III~NR
NIT-47-2025-26-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.1 L
22 Dec 2025
28 Nov 2025
8 Dec 2025
136 items across 2 schedules · ₹3,58,63,258.36 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 | 1170 | 411.3 | 4,81,221 |
| 2 | All kinds of soil | cum | 400 | 205.45 | 82,180 |
| 3 | 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 | 90 | 7,365.15 | 6,62,863.5 |
| 4 | Foundations, footings, bases for columns | Sqm | 100 | 307.95 | 30,795 |
| 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 | 115 | 8,364.2 | 9,61,883 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 400 | 307.95 | 1,23,180 |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 100 | 669.55 | 66,955 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 804.25 | 1,60,850 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5400 | 89.65 | 4,84,110 |
| 11 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 50 | 8,825.35 | 4,41,267.5 |
| 12 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 51 | 10,477.75 | 5,34,365.25 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 198 | 6,882 | 13,62,636 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 8,512.1 | 4,25,605 |
| 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 | 350 | 1,063.45 | 3,72,207.5 |
| 16 | 35 mm thick shutters | Sqm | 60 | 3,704.45 | 2,22,267 |
| 17 | 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : | Sqm | 140 | 3,070.05 | 4,29,807 |
| 18 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 500 | 1,521.6 | 7,60,800 |
| 19 | 35 mm thick | Sqm | 40 | 4,458.4 | 1,78,336 |
| 20 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 70 | 2,512.35 | 1,75,864.5 |
| 21 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 2,015.75 | 1,20,945 |
| 22 | 125x65x2.12 mm | Each | 90 | 48 | 4,320 |
| 23 | 100x58x1.90 mm | Each | 90 | 39.05 | 3,514.5 |
| 24 | 300x16 mm | Each | 70 | 180.55 | 12,638.5 |
| 25 | 250x16 mm | Each | 70 | 165.9 | 11,613 |
| 26 | 250x10 mm | Each | 70 | 74.65 | 5,225.5 |
| 27 | 200x10 mm | Each | 70 | 61.05 | 4,273.5 |
| 28 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. (copper oxized as per IS: 1378) | Each | 70 | 108.65 | 7,605.5 |
| 29 | 300x20x6 mm | Each | 70 | 82.4 | 5,768 |
| 30 | 250x20x6 mm | Each | 70 | 69 | 4,830 |
| 31 | 125 mm | Each | 70 | 35.2 | 2,464 |
| 32 | 100 mm | Each | 70 | 28.25 | 1,977.5 |
| 33 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 70 | 723.8 | 50,666 |
| 34 | Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 70 | 603.4 | 42,238 |
| 35 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 70 | 109.6 | 7,672 |
| 36 | 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 | 70 | 1,025.65 | 71,795.5 |
| 37 | 300x16 mm | Each | 70 | 260.3 | 18,221 |
| 38 | 250x16 mm | Each | 70 | 234.9 | 16,443 |
| 39 | 125 mm | Each | 70 | 60.05 | 4,203.5 |
| 40 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: (part 3) (Board with BIS certification marks) | Sqm | 140 | 1,797.65 | 2,51,671 |
| 41 | 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 | 3600 | 111.95 | 4,03,020 |
| 42 | Hot finished seamless type tubes | Kg | 4950 | 168.95 | 8,36,302.5 |
| 43 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4700 | 142.3 | 6,68,810 |
| 44 | 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 | 2130 | 612.25 | 13,04,092.5 |
| 45 | 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 | 350 | 1,142.8 | 3,99,980 |
| 46 | 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 | 784 | 3,282.5 | 25,73,480 |
| 47 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 350 | 3,908.8 | 13,68,080 |
| 48 | 110 mm diameter | Metre | 140 | 319.75 | 44,765 |
| 49 | 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 | 950 | 671.55 | 6,37,972.5 |
| 50 | 1:4 (1 cement: 4 fine sand) | Sqm | 2100 | 294.85 | 6,19,185 |
| 51 | 1:4 (1 cement: 4 fine sand) | Sqm | 1480 | 339.7 | 5,02,756 |
| 52 | Neat cement punning. | Sqm | 450 | 67.8 | 30,510 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2035 | 214.3 | 4,36,100.5 |
| 54 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 97.6 | 97,600 |
| 55 | 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 | 7000 | 158.95 | 11,12,650 |
| 56 | On steel work | Sqm | 4200 | 201.7 | 8,47,140 |
| 57 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 300 | 462.3 | 1,38,690 |
| 58 | 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 | 15 | 357.55 | 5,363.25 |
| 59 | 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 | 75 | 2,928.1 | 2,19,607.5 |
| 60 | For thickness of tiles 10 mm to 25 mm | Sqm | 210 | 60.5 | 12,705 |
| 61 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 260 | 93.4 | 24,284 |
| 62 | With G.I. barbed wire | Metre | 400 | 19.6 | 7,840 |
| 63 | Overhead informatory road signage | Sqm | 123 | 5,609.55 | 6,89,974.65 |
| 64 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 35 | 5,781.35 | 2,02,347.25 |
| 65 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 35 | 5,540.55 | 1,93,919.25 |
| 66 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 14 | 5,268.85 | 73,763.9 |
| 67 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 19 | 1,913.75 | 36,361.25 |
| 68 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 14 | 3,302.95 | 46,241.3 |
| 69 | 510x1040 mm bowl depth 250 mm | Each | 14 | 6,008.45 | 84,118.3 |
| 70 | Flat back wash basin of size 550x400 mm | Each | 14 | 915.45 | 12,816.3 |
| 71 | 32 mm dia | Each | 14 | 90.95 | 1,273.3 |
| 72 | 40 mm dia | Each | 14 | 101.65 | 1,423.1 |
| 73 | 32 mm dia | Each | 14 | 104.35 | 1,460.9 |
| 74 | 40 mm dia | Each | 14 | 104.35 | 1,460.9 |
| 75 | Circular shape 450 mm dia | Each | 42 | 1,248.6 | 52,441.2 |
| 76 | Rectangular shape 453x357 mm | Each | 14 | 1,158.95 | 16,225.3 |
| 77 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 18 | 1,077.4 | 19,393.2 |
| 78 | Sand cast iron S&S as per IS - 1729 | Each | 19 | 530.7 | 10,083.3 |
| 79 | 100 mm dia | Metre | 50 | 615.7 | 30,785 |
| 80 | 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 | 8 | 16,100.4 | 1,28,803.2 |
| 81 | 15 mm dia nominal bore | Metre | 120 | 304.15 | 36,498 |
| 82 | 25 mm dia nominal bore | Metre | 70 | 491.2 | 34,384 |
| 83 | 15 mm dia nominal bore | Metre | 70 | 267.5 | 18,725 |
| 84 | 25 mm dia nominal bore | Metre | 70 | 417.95 | 29,256.5 |
| 85 | 25 to 40 mm nominal bore | Each | 14 | 757.1 | 10,599.4 |
| 86 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 7 | 670.15 | 4,691.05 |
| 87 | 15 mm nominal bore | Each | 50 | 262.3 | 13,115 |
| 88 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 89 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 14 | 143.3 | 2,006.2 |
| 90 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 14 | 194.15 | 2,718.1 |
| 91 | 250 mm diameter | Metre | 150 | 91.45 | 13,717.5 |
| 92 | 250 mm dia. R.C.C. pipe | Metre | 180 | 811.15 | 1,46,007 |
| 93 | 300 mm dia. R.C.C. pipe | Metre | 100 | 902.05 | 90,205 |
| 94 | 600 mm dia. R.C.C. pipe | Metre | 200 | 2,098.1 | 4,19,620 |
| 95 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 11,687.1 | 1,16,871 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 24,405.9 | 1,22,029.5 |
| 97 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 15 | 30,197.95 | 4,52,969.25 |
| 98 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 50 | 9,744.25 | 4,87,212.5 |
| 99 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 30 | 4,540.7 | 1,36,221 |
| 100 | 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 | 4600 | 585.55 | 26,93,530 |
| 101 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 8 | 7,510.75 | 60,086 |
| 102 | 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 | 1000 | 474.15 | 4,74,150 |
| 103 | With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles | Sqm | 565 | 2,055.65 | 11,61,442.25 |
| Schedule total | ₹2,91,51,831.35 | ||||
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