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Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
11 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN IV
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.
Balance work of Construction and Improvement of station building, Facade, Elevation, interiors, Waiting Halls, Toilets and improvement of Traffic circulation and beautification of circulating area at Narwana Railway station of Delhi Division of Northern Railway.
25-2026-27-W-IV~NR
25-2026-27-W-IV
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹9.2 L
19 Aug 2026
19 Aug 2026
28 Aug 2026
123 items across 3 schedules · ₹5,18,64,513.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 10 | 187.24 | 1,872.4 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 10 | 40.77 | 407.7 |
| 3 | All kinds of soil | cum | 1000 | 205.45 | 2,05,450 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 300 | 417.35 | 1,25,205 |
| 5 | 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 | 1000 | 253.95 | 2,53,950 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1000 | 368.65 | 3,68,650 |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 200 | 6,326.05 | 12,65,210 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 307.95 | 46,192.5 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 300 | 804.25 | 2,41,275 |
| 10 | Stairs, (excluding landings) except spiral- staircases | Sqm | 100 | 657.75 | 65,775 |
| 11 | Under 20 cm wide | Metre | 80 | 181.9 | 14,552 |
| 12 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 700 | 853.75 | 5,97,625 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | Sqm | 200 | 699.45 | 1,39,890 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 75000 | 89.65 | 67,23,750 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 400 | 8,683.8 | 34,73,520 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 398.8 | 10,477.75 | 41,78,526.7 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 6,658.25 | 13,31,650 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 400 | 8,288.35 | 33,15,340 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 400 | 1,018.05 | 4,07,220 |
| 20 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 800 | 86.45 | 69,160 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 120 | 4,679.35 | 5,61,522 |
| 22 | Area of slab upto 0.50 sqm | Sqm | 30 | 3,555.45 | 1,06,663.5 |
| 23 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 200 | 2,231.2 | 4,46,240 |
| 24 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 200 | 1,521.6 | 3,04,320 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 350 | 2,015.75 | 7,05,512.5 |
| 26 | 250x10 mm | Each | 40 | 374.35 | 14,974 |
| 27 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 4000 | 114.65 | 4,58,600 |
| 28 | Electric resistance or induction butt welded tubes | Kg | 10000 | 140.85 | 14,08,500 |
| 29 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 50 | 185.2 | 9,260 |
| 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 | 8000 | 612.25 | 48,98,000 |
| 31 | Size of Tile 600 x 600 mm | Sqm | 2000 | 1,286.6 | 25,73,200 |
| 32 | Size of Tile 600x600 mm | Sqm | 1000 | 1,676.15 | 16,76,150 |
| 33 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 620 | 905.8 | 5,61,596 |
| 34 | 110 mm diameter | Metre | 1000 | 319.75 | 3,19,750 |
| 35 | 110x110x110 mm | Each | 70 | 190.75 | 13,352.5 |
| 36 | 110 mm bend | Each | 160 | 132 | 21,120 |
| 37 | 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 | 1000 | 671.55 | 6,71,550 |
| 38 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 282 | 5,64,000 |
| 39 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 324.3 | 4,86,450 |
| 40 | 1:3 (1 cement : 3 fine sand) | Sqm | 700 | 253.05 | 1,77,135 |
| 41 | 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 | 16000 | 158.95 | 25,43,200 |
| 42 | 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 | 8000 | 123.85 | 9,90,800 |
| 43 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 10 | 462.3 | 4,623 |
| 44 | Door chowkhats | Each | 20 | 1,505.3 | 30,106 |
| 45 | Window chowkhats | Each | 20 | 948.05 | 18,961 |
| 46 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) | Sqm | 5 | 1,245.15 | 6,225.75 |
| 47 | 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 | 320 | 219.35 | 70,192 |
| 48 | Cement concrete prepared with batch mixing machine | cum | 400 | 9,492.9 | 37,97,160 |
| 49 | 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 | 1640 | 951 | 15,59,640 |
| 50 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 90 | 8,613.55 | 7,75,219.5 |
| 51 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 250 | 1,011.2 | 2,52,800 |
| 52 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 16 | 5,781.35 | 92,501.6 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 32 | 5,540.55 | 1,77,297.6 |
| 54 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 32 | 6,941.3 | 2,22,121.6 |
| 55 | 510x1040 mm bowl depth 250 mm | Each | 16 | 6,008.45 | 96,135.2 |
| 56 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 32 | 886.25 | 28,360 |
| 57 | 25 mm nominal dia Pipes | Metre | 200 | 626.05 | 1,25,210 |
| 58 | 25 mm nominal dia Pipes | Metre | 160 | 370.65 | 59,304 |
| 59 | 150 mm dia. R.C.C. pipe | Metre | 450 | 493.1 | 2,21,895 |
| 60 | 300 mm dia. R.C.C. pipe | Metre | 220 | 902.05 | 1,98,451 |
| 61 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 30,197.95 | 3,62,375.4 |
| 62 | 300 mm dia | Metre | 300 | 1,561.7 | 4,68,510 |
| 63 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 200 | 1,302.3 | 2,60,460 |
| 64 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 200 | 1,309 | 2,61,800 |
| Schedule total | ₹5,14,26,465.45 | ||||
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ACS 12 GCC 2022
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