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Tender Value
₹79.1 L
EMD Value
₹1.6 L
Closing Date
18 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/1
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 CONTRACT- EXECUTION OF ANY CIVIL ENGINEERING WORK vide PCE/ER/KKK's letter no. W(6) Similar Nature of Work/Loose dtd. 08.11.2023.
21 conditions · 5 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.
Improvement and renovation work at [a] Senior Section Engineer [P.Way] Naihati and Kanchrapara Office and Store Godown [b] Senior Section Engineer [Signal] Kanchrapara Office and Store Godown including all other ancillary works in the jurisdiction of Assistant Engineer/ Kanchrapara.
TN-136-26-27
TN-136-26-27
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹1.6 L
18 Aug 2026
23 Jul 2026
4 Aug 2026
73 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 75 | 326.68 | 24,501 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 50 | 23.16 | 1,158 |
| 3 | All kinds of soil. | cum | 110 | 260.3 | 28,633 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 30 | 196 | 5,880 |
| 5 | 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 | 20 | 700.5 | 14,010 |
| 6 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20 | 8,340.85 | 1,66,817 |
| 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 | 15 | 7,878.5 | 1,18,177.5 |
| 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 | 15 | 7,294.7 | 1,09,420.5 |
| 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 | 20 | 9,045.75 | 1,80,915 |
| 10 | 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 | 30 | 10,852.95 | 3,25,588.5 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 60 | 392.15 | 23,529 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 75 | 927.25 | 69,543.75 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 60 | 736.4 | 44,184 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 55 | 961.3 | 52,871.5 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1800 | 107.85 | 1,94,130 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 4200 | 107.85 | 4,52,970 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 7,132.25 | 2,49,628.75 |
| 18 | With F.P.S.(non modular) bricks | cum | 75 | 9,299.9 | 6,97,492.5 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 75 | 1,123.8 | 84,285 |
| 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 | 120 | 1,267.95 | 1,52,154 |
| 21 | Fixed to steel windows by welding | Kg | 3750 | 219.1 | 8,21,625 |
| 22 | Extruded section profile size 48x40 mm | Metre | 50 | 270.2 | 13,510 |
| 23 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 30 | 3,253.8 | 97,614 |
| 24 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm 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 2 mm 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 | 570.95 | 27,405.6 |
| 25 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 30 | 3,720.75 | 1,11,622.5 |
| 26 | 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 | 500 | 117.35 | 58,675 |
| 27 | 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 | 5500 | 133.7 | 7,35,350 |
| 28 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 50 | 792.05 | 39,602.5 |
| 29 | Providing and fixing 1st quality ceramic glazed floor 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 | 90 | 1,112.7 | 1,00,143 |
| 30 | Size of Tile 600 x 600 mm | Sqm | 220 | 1,453.65 | 3,19,803 |
| 31 | 110 mm diameter | Metre | 145 | 377.4 | 54,723 |
| 32 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 33 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 750 | 738.65 | 5,53,987.5 |
| 34 | Ridges plain (500 - 600mm) | Metre | 90 | 532.35 | 47,911.5 |
| 35 | 1:6 (1 cement: 6 fine sand) | Sqm | 3200 | 333.35 | 10,66,720 |
| 36 | 1:3 (1 cement : 3 fine sand) | Sqm | 450 | 300.45 | 1,35,202.5 |
| 37 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 750 | 116.9 | 87,675 |
| 38 | 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 | 600 | 193.7 | 1,16,220 |
| 39 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 350 | 67.4 | 23,590 |
| 40 | Two or more coats on new work | Sqm | 400 | 155.9 | 62,360 |
| 41 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1000 | 6.15 | 6,150 |
| 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 | 90 | 156.05 | 14,044.5 |
| 43 | Old work (one or more coats) | Sqm | 1850 | 62.7 | 1,15,995 |
| 44 | One or more coats on old work | Sqm | 500 | 102.8 | 51,400 |
| 45 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 2500 | 75.8 | 1,89,500 |
| 46 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 1200 | 80.65 | 96,780 |
| 47 | 3 mm thick | Sqm | 400 | 537.45 | 2,14,980 |
| 48 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 1 | 2,434.25 | 2,434.25 |
| 49 | In cement mortar | cum | 2 | 2,060.2 | 4,120.4 |
| 50 | 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 | 2000 | 54.65 | 1,09,300 |
| 51 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,683.35 | 16,833.5 |
| 52 | Long pattern W.C. pan of size 580 mm | Each | 10 | 1,959.8 | 19,598 |
| 53 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,784.95 | 13,924.75 |
| 54 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 55 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 10 | 1,648.95 | 16,489.5 |
| 56 | 32 mm dia | Each | 20 | 119.55 | 2,391 |
| 57 | Rectangular shape 453x357 mm | Each | 12 | 1,361.8 | 16,341.6 |
| 58 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 15 | 122.4 | 1,836 |
| 59 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 10 | 708.95 | 7,089.5 |
| 60 | 15 mm dia nominal bore | Metre | 95 | 366.4 | 34,808 |
| 61 | 25 mm dia nominal bore | Metre | 60 | 551.7 | 33,102 |
| 62 | 40 mm dia nominal bore | Metre | 60 | 617.05 | 37,023 |
| 63 | Beyond 12 m and up to 18 m depth | Metre | 120 | 1,025.95 | 1,23,114 |
| 64 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 250 | 960.3 | 2,40,075 |
| 65 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | Metre | 250 | 546 | 1,36,500 |
| 66 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. | Each | 3 | 1,321.65 | 3,964.95 |
| 67 | 15 mm nominal bore | Each | 10 | 829.45 | 8,294.5 |
| 68 | 25 mm nominal bore | Each | 10 | 950.35 | 9,503.5 |
| 69 | 40 mm nominal bore | Each | 10 | 1,142.4 | 11,424 |
| 70 | 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. | Per Litre | 6000 | 11 | 66,000 |
| 71 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 72 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 118.5 | 1,777.5 |
| 73 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 208.45 | 2,084.5 |
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nit.pdf
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Annexure-B-LOC.pdf
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Cesscharge.pdf
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SHRAMIKKALYAN.pdf
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ComlCompliance-IVVVIVIIVIIIIXXI.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
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Annexure--I_a_I_b_IIIII-TechComp.pdf
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tmtbarsdecontrolled.pdf
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Annexure-V_VA.pdf
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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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GCCACS11.pdf.pdf
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