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Tender Value
₹4.0 Cr
EMD Value
₹3.5 L
Closing Date
20 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
Improvement of Akshardham ranney well premises including construction of Boundary wall for safety to Prevent Trespassing, Construction of RCC Road Parallel to Line for Proper Maintenance, Renovation of Pump House and Repairing of Road for proper access to Ranney well and Repair and renovation work of the parcel area (inward and outward) at NDLS including construction of a shed near PF- 16, replacement and repair of damaged roofing sheets and FRP valley gutter along with white- washing, painting and general renovation of the sick line and office and misc. works such as drain covering in the section of SSE/W/NDLS section under ADEN/NDLS.
NIT-57-2025-26-W-III
NIT-57-2025-26-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.5 L
20 Apr 2026
27 Mar 2026
6 Apr 2026
95 items across 2 schedules · ₹4,44,79,188.2 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 | 830 | 411.3 | 3,41,379 |
| 2 | All kinds of soil | cum | 110 | 862.7 | 94,897 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 60 | 253.95 | 15,237 |
| 4 | All kinds of soil | Sqm | 4500 | 28.15 | 1,26,675 |
| 5 | cum | 25 | 5,024.15 | 1,25,603.75 | |
| 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 | 4 | 7,783.65 | 31,134.6 |
| 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 | 4 | 7,365.15 | 29,460.6 |
| 8 | 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 | 350 | 6,833.4 | 23,91,690 |
| 9 | 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 | 54 | 9,793.75 | 5,28,862.5 |
| 10 | 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 | 76 | 9,375.2 | 7,12,515.2 |
| 11 | Foundations, footings, bases for columns | Sqm | 70 | 307.95 | 21,556.5 |
| 12 | 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 | 10 | 10,185.05 | 1,01,850.5 |
| 13 | Under 20 cm wide | Metre | 900 | 181.9 | 1,63,710 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 89.65 | 1,34,475 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22000 | 89.65 | 19,72,300 |
| 16 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 600 | 8,966.95 | 53,80,170 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 6,882 | 6,19,380 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 24 | 8,512.1 | 2,04,290.4 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 8,288.35 | 4,97,301 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 60 | 4,679.35 | 2,80,761 |
| 21 | Area of slab over 0.50 sqm | Sqm | 60 | 4,425.35 | 2,65,521 |
| 22 | Area of slab upto 0.50 sqm | Sqm | 15 | 3,555.45 | 53,331.75 |
| 23 | Area of slab over 0.50 sqm | Sqm | 30 | 3,301.45 | 99,043.5 |
| 24 | Granite work | Metre | 100 | 418.85 | 41,885 |
| 25 | 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 | 490 | 1,063.45 | 5,21,090.5 |
| 26 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 150 | 4,474.2 | 6,71,130 |
| 27 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 70 | 3,086.1 | 2,16,027 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 1,881.95 | 47,048.75 |
| 30 | 50x50 mm (base and height) | Metre | 70 | 310.4 | 21,728 |
| 31 | Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). | Sqm | 90 | 9,635.4 | 8,67,186 |
| 32 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 70 | 7,249.9 | 5,07,493 |
| 33 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 70 | 10,030.3 | 7,02,121 |
| 34 | 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 | 7800 | 111.95 | 8,73,210 |
| 35 | Hot finished seamless type tubes | Kg | 17200 | 168.95 | 29,05,940 |
| 36 | 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 | 1500 | 612.25 | 9,18,375 |
| 37 | 25 mm thick | Sqm | 640 | 1,706.6 | 10,92,224 |
| 38 | Size of Tile 600 x 600 mm | Sqm | 410 | 1,286.6 | 5,27,506 |
| 39 | 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 | 300 | 3,282.5 | 9,84,750 |
| 40 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 350 | 2,677.9 | 9,37,265 |
| 41 | 110 mm diameter | Metre | 750 | 319.75 | 2,39,812.5 |
| 42 | 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 |
| 43 | 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 | 875 | 671.55 | 5,87,606.25 |
| 44 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1850 | 307.25 | 5,68,412.5 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4500 | 214.3 | 9,64,350 |
| 46 | 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 | 24000 | 158.95 | 38,14,800 |
| 47 | Two or more coats on new work | Sqm | 2800 | 131.45 | 3,68,060 |
| 48 | 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 | 3500 | 123.85 | 4,33,475 |
| 49 | One or more coats on old work | Sqm | 4200 | 86.55 | 3,63,510 |
| 50 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 1300 | 462.3 | 6,00,990 |
| 51 | Door chowkhats | Each | 25 | 1,505.3 | 37,632.5 |
| 52 | Window chowkhats | Each | 25 | 948.05 | 23,701.25 |
| 53 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 25 | 2,007.1 | 50,177.5 |
| 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 | 25 | 2,928.1 | 73,202.5 |
| 55 | In cement mortar | cum | 25 | 1,698.45 | 42,461.25 |
| 56 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 57 | For thickness of tiles 10 mm to 25 mm | Sqm | 400 | 60.5 | 24,200 |
| 58 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 220 | 219.75 | 48,345 |
| 59 | 15 mm to 40 mm nominal bore | Metre | 70 | 124.1 | 8,687 |
| 60 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 40 | 744.6 | 29,784 |
| 61 | 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 | 495 | 45.05 | 22,299.75 |
| 62 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 12 | 2,328.55 | 27,942.6 |
| 63 | 40 mm thick | Sqm | 550 | 1,163.1 | 6,39,705 |
| 64 | Overhead informatory road signage | Sqm | 110 | 5,609.55 | 6,17,050.5 |
| 65 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 300 | 623.8 | 1,87,140 |
| 66 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. | Metre | 110 | 2,827.4 | 3,11,014 |
| 67 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 600 | 1,011.2 | 6,06,720 |
| 68 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 36 | 5,781.35 | 2,08,128.6 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 36 | 5,540.55 | 1,99,459.8 |
| 70 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 36 | 5,268.85 | 1,89,678.6 |
| 71 | 15 mm dia nominal bore | Metre | 70 | 304.15 | 21,290.5 |
| 72 | 15 mm dia nominal bore | Metre | 98 | 485.2 | 47,549.6 |
| 73 | 15 mm nominal bore | Each | 30 | 303.85 | 9,115.5 |
| 74 | 15 mm nominal bore | Each | 40 | 303.85 | 12,154 |
| 75 | 100 mm diameter | Each | 30 | 166.35 | 4,990.5 |
| 76 | 250 mm dia. R.C.C. pipe | Metre | 210 | 811.15 | 1,70,341.5 |
| 77 | Circular shape 450 mm internal diameter | Each | 40 | 1,047.8 | 41,912 |
| 78 | Circular shape 560 mm internal diameter | Each | 22 | 1,494.2 | 32,872.4 |
| 79 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 700 | 433.95 | 3,03,765 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 700 | 466.3 | 3,26,410 |
| 81 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 564.8 | 1,12,960 |
| 82 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 30 | 965.1 | 28,953 |
| 83 | Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 3000 | 522.2 | 15,66,600 |
| 84 | 25 mm average thickness | Sqm | 750 | 104.6 | 78,450 |
| Schedule total | ₹4,04,45,315.6 | ||||
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