Loading
Loading…
Loading…
Tender Value
₹15.1 Cr
EMD Value
₹30.2 L
Closing Date
12 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CON/ RSP
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-2 of Chapter-3, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. [Full details as per Para 10.2 of Tender Document]
The tenderer must have successfully completed or substantially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. [Full details as per Para 10.1 of the Tender Document]
Defination of Similar Work :- Execution of any Civil Engineering work
41 conditions · 6 needing a document upload
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Please furnish list of Works completed in last three financial years giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
System of verification of Tenderer's credentials: (a)The tenderer shall submit along with the tender document, documents in support of his/their claim to fulfil the eligibility criteria as mentioned in the tender document. Each page of the copy of documents/certificates in support of credentials submitted by the tenderer shall be self attested/ digitally signed by the tenderer or authorized representative of the tendering firm. Self- attestation shall include signature, stamp and date (on each page). Only those documents which are declared explicitly by the tenderer as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating his/their tender.
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.
The earnest money deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including earnest money.
For enactment of this Act, the tenderer shall be required to pay cess 1 of cost of construction work to be deducted from each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item Railway Boards No. 2008/ CE-1 CT/6 Dt. 09-07-2008
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled Formats for uploading of various format. The informations should only be submitted in these standard formats.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Sales tax/Business tax will be recovered as per extant instruction on the subject.
The successful tenderer will have to submit full security deposit as per GCC-2022 before execution of the agreement.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the concerned authorities by issuing Bank under registered Post A.D.
(1) Earnest Money Cost: -All the tenderers/Contractors have to deposit full earnest money as stipulated in the tender document through online modes as permitted in IREPS application. (2) Tender Document Cost: -All the tenderers/Contractors have to deposit tender document cost as stipulated in the tender document through online modes as permitted in IREPS application.
a- One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. b- One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer- in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para a and b above respectively. The decision of the Engineer-incharge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
Care in Submission of Tenders :
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of the Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)/respective states State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. and as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/ UTGST/SGST/ Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
All documents related to Constitution of Firm by the Partnership Firm/ Joint venture/ Society/Companies/ MOU etc. duly notorized should be uploaded at the time of submission of bid.
The tenderer shall upload scanned copies of mandatory credentials such as experience certificates (Except Private Individual), turn over Certificates and any other documents as applicable.
Goods & Service Tax (GST) will be recovered as per extant instruction on the subject.
Modernization of Railway station including improvement to traffic circulation, entrance, porches, front elevation, beautification of circulating area and FOB Ramp, etc. at Bahraich Station of Lucknow Division of N.E. Railway under Amrit Bharat Station Scheme.
NER-LJN-RSP-2026-08
NER-LJN-RSP-2026-08
Open
Works - General
12 Months
Gorakhpur, Uttar Pradesh
₹0
₹30.2 L
12 May 2026
15 Apr 2026
28 Apr 2026
373 items across 4 schedules · ₹15,08,74,486.87 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading,unloading and stacking | — | — | — | — | |
| Earth | — | — | — | — | |
| 1 | 4km | cum | 102 | 249.71 | 25,470.42 |
| 2 | 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 | 433.86 | 411.3 | 1,78,446.62 |
| EARTH WORK | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | — | — | — | — | |
| 3 | All kinds of soil | cum | 1635.13 | 205.45 | 3,35,937.46 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 4 | All kinds of soil. | cum | 2817.76 | 286.85 | 8,08,274.46 |
| 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 | 1158.36 | 253.95 | 2,94,165.52 |
| 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 | 768.17 | 368.65 | 2,83,185.87 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 7 | All kinds of soil | cum | 1107.29 | 104.5 | 1,15,711.81 |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 306.67 | 14.5 | 4,446.72 |
| Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | — | — | — | — | |
| 9 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 200 | 76.7 | 15,340 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 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 | 165.65 | 7,365.15 | 12,20,037.1 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone- I I I ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 200.91 | 6,833.4 | 13,72,898.39 |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 125.9 | 6,670.25 | 8,39,784.48 |
| 13 | 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 | 167.1 | 6,326.05 | 10,57,082.96 |
| 14 | 1:5:10 (1 cement : 5 coarse sand (zone- III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 2 | 6,050.65 | 12,101.3 |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 15 | 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 | 452.25 | 9,793.75 | 44,29,223.44 |
| 16 | 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 | 30 | 9,375.2 | 2,81,256 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 17 | Foundations, footings, bases for columns | Sqm | 465 | 307.95 | 1,43,196.75 |
| 18 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 600 | 669.55 | 4,01,730 |
| 19 | Columns, piers, abutments, pillars, posts and struts | Sqm | 97.2 | 804.25 | 78,173.1 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 20 | 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 | 698.79 | 8,364.2 | 58,44,819.32 |
| 21 | 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 | 18.38 | 7,945.65 | 1,46,041.05 |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 22 | 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 | 24.94 | 10,185.05 | 2,54,015.15 |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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 | 249.12 | 10,719.3 | 26,70,392.02 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 24 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1358.76 | 307.95 | 4,18,430.14 |
| 25 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1888.71 | 766.55 | 14,47,790.65 |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 2203.42 | 608.35 | 13,40,450.56 |
| 27 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3409.09 | 804.25 | 27,41,760.63 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 28 | Under 20 cm wide | Metre | 48.6 | 181.9 | 8,840.34 |
| Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). | — | — | — | — | |
| 29 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 263.26 | 319.25 | 84,045.76 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 82614.97 | 89.65 | 74,06,432.06 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 30349.23 | 89.65 | 27,20,808.47 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, c u r i n g , carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge ; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 12.94 | 8,683.8 | 1,12,368.37 |
| 33 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 28.99 | 8,825.35 | 2,55,846.9 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 37.97 | 10,306.2 | 3,91,326.41 |
| 35 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 6.24 | 10,477.75 | 65,381.16 |
| 36 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 90 | 688.45 | 61,960.5 |
| MASONRY WORK | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 37 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 58.03 | 6,882 | 3,99,362.46 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 385.85 | 6,658.25 | 25,69,085.76 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 39 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 62.96 | 8,512.1 | 5,35,921.82 |
| 40 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 356.7 | 8,288.35 | 29,56,454.45 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. | — | — | — | — | |
| 41 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 443.97 | 1,018.05 | 4,51,983.66 |
| Schedule total | ₹4,47,79,980.04 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Tender document
ATTACHMENT
Spl_Conditions_NER-LJN-RSP-2026-08.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .