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Tender ID
Tender Value
₹75.9 L
EMD Value
₹1.5 L
Closing Date
20 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN/HQ
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. As per Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
SIMILAR NATURE OF WORK FOR THIS TENDER WILL BE - ANY CIVIL ENGINEERING WORKS.
23 conditions · 6 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.
Para 5(3) ii. Part I of GCC shall be read as under: The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids [i.e. excluding the last date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
Due to inbuilt rate of Delhi schedule of Rates [Vol.-2]-2021 of Central Public Works Department, GST has been taken into consideration @ 12% upon items of Delhi schedule of Rates [based on CPWD DSR-2021 ver-2] during assessment of this instant tender. Tenderer should quote rate inclusive of applicable GST.
At Belvedere Park Officers Enclave provision of Emergency/Fire exit iron stair case and fixing of railing on parapet wall with repairs to leaky roof and its other ancillary work at different Bunglows under Assistant Engineer[Works]/II/Sealdah.
TN-178-25-26~ER
TN-178-25-26
Open
Works - General
6 Months
Kolkata, West Bengal
₹0
₹1.5 L
20 Feb 2026
22 Jan 2026
6 Feb 2026
54 items across 2 schedules · ₹27,92,422.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 110 | 286.85 | 31,553.5 |
| 2 | 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 | 30 | 253.95 | 7,618.5 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 5 | 2,161.2 | 10,806 |
| 4 | 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 | 5 | 7,365.15 | 36,825.75 |
| 5 | 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 | 3 | 8,843.45 | 26,530.35 |
| 6 | Foundations, footings, bases for columns | Sqm | 15 | 307.95 | 4,619.25 |
| 7 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 15 | 681.65 | 10,224.75 |
| 8 | 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 | 25 | 8,364.2 | 2,09,105 |
| 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 | 1 | 10,185.05 | 10,185.05 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 50 | 307.95 | 15,397.5 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 80 | 608.35 | 48,668 |
| 12 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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 | 1 | 9,673.5 | 9,673.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2000 | 89.65 | 1,79,300 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 160 | 89.65 | 14,344 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 6,658.25 | 13,316.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 8,288.35 | 16,576.7 |
| 17 | Fixed to steel windows by welding | Kg | 120 | 181 | 21,720 |
| 18 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 200 | 93.05 | 18,610 |
| 19 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 170 | 88.5 | 15,045 |
| 20 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 4690 | 102.25 | 4,79,552.5 |
| 21 | M.S. tube | Kg | 250 | 157.15 | 39,287.5 |
| 22 | 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 | 6000 | 612.25 | 36,73,500 |
| 23 | 1:6 (1cement : 6 coarse sand) | Sqm | 15 | 898.2 | 13,473 |
| 24 | Dark shade pigment using ordinary cement | Sqm | 20 | 983.95 | 19,679 |
| 25 | Acid and alkali resistant tile | Sqm | 10 | 1,515.45 | 15,154.5 |
| 26 | 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 | 12 | 671.55 | 8,058.6 |
| 27 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge | Sqm | 90 | 309.55 | 27,859.5 |
| 28 | 1:6 (1 cement: 6 fine sand) | Sqm | 150 | 282 | 42,300 |
| 29 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 600 | 191.4 | 1,14,840 |
| 30 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 500 | 20.85 | 10,425 |
| 31 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 500 | 108.6 | 54,300 |
| 32 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 25 | 325.95 | 8,148.75 |
| 33 | 3 mm thick | Sqm | 50 | 534.1 | 26,705 |
| 34 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 5 | 1,239.6 | 6,198 |
| 35 | In lime mortar | cum | 5 | 701.95 | 3,509.75 |
| 36 | In cement mortar | cum | 3 | 1,698.45 | 5,095.35 |
| 37 | Of area 3 sq. metres and below | Each | 40 | 302.7 | 12,108 |
| 38 | Channels, angles, tees and flats | Kg | 300 | 1.9 | 570 |
| 39 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 60.5 | 6,050 |
| 40 | 100 mm dia pipe | Metre | 160 | 64.3 | 10,288 |
| 41 | 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 | 100 | 45.05 | 4,505 |
| 42 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 150 | 46.5 | 6,975 |
| 43 | 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 | 25 | 219.35 | 5,483.75 |
| 44 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 70 | 433.95 | 30,376.5 |
| 45 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 125 | 531.8 | 66,475 |
| 46 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,325.55 | 33,138.75 |
| 47 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 30 | 1,496.15 | 44,884.5 |
| 48 | Upto 5mm depth and 5 mm width | Metre | 60 | 85.25 | 5,115 |
| 49 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 10 | 7,510.75 | 75,107.5 |
| 50 | Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 500 | 64.1 | 32,050 |
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nit.pdf
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Annexure-B-LOC.pdf
ATTACHMENT
Cesscharge.pdf
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ComlCompliance-IVVVIVIIVIIIIXXI.pdf
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SHRAMIKKALYAN.pdf
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CheckList.pdf
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ANNEXURE-C-LOC2.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
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annexureVIBcontractualturnoverdata.pdf
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annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
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tmtbarsdecontrolled.pdf
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Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
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TenderDocumentChapterI-II.pdf
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JPODIGGING.pdf
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LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
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