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Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
23 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORK 4
14 conditions · 3 needing a document upload
As a proof of sufficient financial capacity:- 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-D, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed as defined in 1.1 during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. (Credential from private individuals for whom such works are executed/being executed should not be accepted).{Authentic copy of the documents should be uploaded by the tenderer(s) along with their offer to fulfill the eligibility criteria otherwise their offers will not be considered and summarily rejected}.
Building/structure or Bridge work or Supply of building materials
51 conditions · 4 needing a document upload
Whether Mandate Form for EFT submitted as per Annexure-G of Annexed Document.
Whether the Certificate of familiarization submitted.
Whether History sheet of tenderers filled in as per Annexure A of Annexed document.
Whether details of execution of similar single work to the extent of 35% of advertised tender value submitted as per Annexure-B of Annexed document.
Whether details of Contractual payments received submitted as per Annexure-C of Annexed document.
Whether audited balance sheet duly certified by Chartered Accountant in support of the receipt of contractual payments received during three previous financial years and the current year submitted.
Whether details of Tools and Plants submitted as per Annexure- D of Annexed document.
Whether details of personnel to be engaged in the work submitted as per Annexure-E of Annexed document.
Whether details of work completed during previous three financial years and current year submitted as per Annexure-F of Annexed document.
Whether details of works presently on hand submitted as per Annexure-G of Annexed document.
Whether declaration regarding association of Railway Officers with tenderer s submitted as per Annexure-H of Annexed document.
Whether list of court cases submitted as per Annexure-I of Annexed document.
Whether list of arbitration cases submitted as per Annexure-J of Annexed document.
Whether broad plan of execution of work submitted as per Annexure-K of Annexed document.
Whether details of other credentials/facilities not covered under Annexure-A to Annexure-K submitted as per Annexure-L of Annexed document.
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.
Please submit details of work completed in the past as per the format (Annexure-D)in Annexed Document.
The tenderers shall submit a notarized affidavit on a non judicial stamp statingthat they are not liable to be disqualified and all their statements/documentssubmitted along with bid are true and factual. Standard format of the affidavitto be submitted by the bidder is enclosed as Annexure-A in tender Annexed document.Non submission of an affidavit by the bidder shall result in summary rejectionof his/their bid. And it shall be mandatorily incumbent upon the tenderer toidentify, state and submit the supporting documents duly self attested by whichthey/he is qualifying the Qualifying Criteria mentioned in the tender document.It will not be obligatory on the part of Tender Committee to scrutinize beyondthe submitted document of tenderer as far as his qualification for the tender isconcerned.
Please submit details of contractual payments received as per Annexure-C of Annexed document.
Please submit your bank details i.e. Name of Bank along with Bank Branch Code, Accounts Number as appearing in the cheque book, IFSC Code and PAN Number, duly certified by the authorised official of the bank, to facilitate payment through ECS/NEFT/RTGS as per Annexure-E of Annexed Document. In lieu of the bank certificate, scanned copy of a cancelled cheque may be attached for verification of the above particulars.
The bidders will have to make payment towards tender document cost and earnest money through online payment modes available on IREPS.
Please submit the Certificate of familiarization to the work site as per the Annexed Document.
Please submit History sheet of tenderers as per Annexure-B of Annexed document.
NER-LJN Division:- Provision of Passenger common waiting room with Ladies & Gents toilet separately at PJ, MSW, JLD & PPW stations.
NER-LJN-2026-153
NER-LJN-2026-153
Open
Works - General
9 Months
Lucknow, Uttar Pradesh
₹0
₹2.5 L
23 Jun 2026
25 May 2026
9 Jun 2026
73 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 407.08 | 286.85 | 1,16,770.9 |
| 2 | 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 | 80 | 368.65 | 29,492 |
| 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 | 31.12 | 6,833.4 | 2,12,655.41 |
| 4 | 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 | 35.64 | 6,326.05 | 2,25,460.42 |
| 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 | 85 | 8,364.2 | 7,10,957 |
| 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 | 11.6 | 10,185.05 | 1,18,146.58 |
| 7 | cum | 101.44 | 10,719.3 | 10,87,365.79 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 276.76 | 307.95 | 85,228.24 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 40 | 669.55 | 26,782 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 306.76 | 766.55 | 2,35,146.88 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 730 | 608.35 | 4,44,095.5 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 167.04 | 804.25 | 1,34,341.92 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7921.6 | 89.65 | 7,10,171.44 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 11882.4 | 89.65 | 10,65,257.16 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 118.16 | 6,658.25 | 7,86,738.82 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 104.48 | 8,288.35 | 8,65,966.81 |
| 17 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 80 | 1,018.05 | 81,444 |
| 18 | Area of slab over 0.50 sqm | Sqm | 12 | 4,425.35 | 53,104.2 |
| 19 | Granite work | Metre | 40 | 418.85 | 16,754 |
| 20 | 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 | 226.8 | 1,063.45 | 2,41,190.46 |
| 21 | Sal wood | cum | 2.08 | 1,06,720.85 | 2,21,979.37 |
| 22 | Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type | Sqm | 35.28 | 2,366.35 | 83,484.83 |
| 23 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 48 | 3,086.1 | 1,48,132.8 |
| 24 | 125x65x2.12 mm | Each | 80 | 48 | 3,840 |
| 25 | 100x58x1.90 mm | Each | 64 | 39.05 | 2,499.2 |
| 26 | 50x40x2.50 mm | Each | 64 | 21.8 | 1,395.2 |
| 27 | 250x10 mm | Each | 80 | 74.65 | 5,972 |
| 28 | 200x10 mm | Each | 48 | 61.05 | 2,930.4 |
| 29 | 125 mm | Each | 20 | 35.2 | 704 |
| 30 | 100 mm | Each | 16 | 28.25 | 452 |
| 31 | 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 | 40 | 85.6 | 3,424 |
| 32 | 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 | 48 | 702.6 | 33,724.8 |
| 33 | 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 | 28 | 3,963.7 | 1,10,983.6 |
| 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 | 3000 | 111.95 | 3,35,850 |
| 35 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 60 | 971.55 | 58,293 |
| 36 | 1:6 (1cement : 6 coarse sand) | Sqm | 100 | 898.2 | 89,820 |
| 37 | Light shade pigment using white cement | Sqm | 32 | 1,295.2 | 41,446.4 |
| 38 | 25 mm thick | Sqm | 16 | 1,706.6 | 27,305.6 |
| 39 | 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 | 10 | 2,038.55 | 20,385.5 |
| 40 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 20 | 157.35 | 3,147 |
| 41 | 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 | 36 | 1,142.8 | 41,140.8 |
| 42 | Size of Tile 600x600 mm | Sqm | 263.92 | 1,416.65 | 3,73,882.27 |
| 43 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 17.37 | 3,908.8 | 67,895.86 |
| 44 | 75 mm diameter | Metre | 80 | 213 | 17,040 |
| 45 | 75 mm bend | Each | 24 | 91.8 | 2,203.2 |
| 46 | 75 mm | Each | 24 | 310.85 | 7,460.4 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 3178.88 | 282 | 8,96,444.16 |
| 48 | 1:4 (1 cement: 4 fine sand) | Sqm | 80 | 339.7 | 27,176 |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2288.5 | 162.55 | 3,71,995.68 |
| 50 | Water thinnable cement primer | Sqm | 2293.6 | 64.45 | 1,47,822.52 |
| 51 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 200 | 191.4 | 38,280 |
| 52 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 20 | 8,277.55 | 1,65,551 |
| 53 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 5,781.35 | 46,250.8 |
| 54 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 55 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 12 | 5,268.85 | 63,226.2 |
| 56 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,040.85 | 16,326.8 |
| 57 | 32 mm dia | Each | 16 | 90.95 | 1,455.2 |
| 58 | 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 | 8 | 1,411.15 | 11,289.2 |
| 59 | C.P. brass | Each | 24 | 680.8 | 16,339.2 |
| 60 | 15 mm nominal dia Pipes | Metre | 200 | 255.9 | 51,180 |
| 61 | 20 mm nominal dia Pipes | Metre | 80 | 325.1 | 26,008 |
| 62 | 25 mm nominal dia Pipes | Metre | 40 | 408.55 | 16,342 |
| 63 | 15 mm nominal bore | Each | 32 | 303.85 | 9,723.2 |
| 64 | 20 mm nominal bore | Each | 16 | 327.95 | 5,247.2 |
| 65 | 20 mm nominal bore | Each | 16 | 397.45 | 6,359.2 |
| 66 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 16 | 1,712.15 | 27,394.4 |
| 67 | 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 | 8000 | 9.7 | 77,600 |
| 68 | 125 mm nominal dia with 25 mm waste hole | Each | 48 | 45.25 | 2,172 |
| 69 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 140 | 474.7 | 66,458 |
| 70 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 160 | 573.4 | 91,744 |
| 71 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 60 | 1,325.55 | 79,533 |
| 72 | 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 | 600 | 560.85 | 3,36,510 |
| 73 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 16.75 | 13,378.15 | 2,24,084.01 |
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