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Tender Value
₹85.6 L
EMD Value
₹1.7 L
Closing Date
16 Jun 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.
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.
At Sealdah: Renovation and repairing work of service building under Assistant Engineer [Works]/I/Sealdah.
TN-44-26-27
TN-44-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹1.7 L
16 Jun 2026
22 May 2026
2 Jun 2026
81 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 350 | 260.3 | 91,105 |
| 2 | 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 | 80 | 8,340.85 | 6,67,268 |
| 3 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 60 | 7,780.3 | 4,66,818 |
| 4 | 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 | 40 | 7,294.7 | 2,91,788 |
| 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 | 15 | 9,045.75 | 1,35,686.25 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 60 | 842.5 | 50,550 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 927.25 | 55,635 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 800 | 107.85 | 86,280 |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,132.25 | 2,13,967.5 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,105.95 | 1,82,119 |
| 12 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 20 | 905.05 | 18,101 |
| 13 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 35 | 1,123.8 | 39,333 |
| 14 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| 15 | 35 mm thick shutters | Sqm | 30 | 4,111.95 | 1,23,358.5 |
| 16 | 30 mm thick shutters | Sqm | 25 | 3,747.3 | 93,682.5 |
| 17 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 18 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 35 | 2,600.45 | 91,015.75 |
| 19 | 125x65x2.12 mm | Each | 35 | 53 | 1,855 |
| 20 | 300x16 mm | Each | 30 | 303.25 | 9,097.5 |
| 21 | 150x10 mm | Each | 40 | 82.55 | 3,302 |
| 22 | 125 mm | Each | 25 | 66.25 | 1,656.25 |
| 23 | 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 | 40 | 570.95 | 22,838 |
| 24 | 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 |
| 25 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 40 | 4,076.05 | 1,63,042 |
| 26 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 50 | 763.85 | 38,192.5 |
| 27 | 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 |
| 28 | 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 | 800 | 133.7 | 1,06,960 |
| 29 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 50 | 614.2 | 30,710 |
| 30 | 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 | 300 | 1,112.7 | 3,33,810 |
| 31 | Size of Tile 600 x 1200 mm | Sqm | 250 | 1,577.15 | 3,94,287.5 |
| 32 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 40 | 4,481.3 | 1,79,252 |
| 33 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 20 | 3,071.05 | 61,421 |
| 34 | Flat surfaces | Sqm | 300 | 1,718.95 | 5,15,685 |
| 35 | 110 mm diameter | Metre | 25 | 377.4 | 9,435 |
| 36 | 110 mm | Each | 10 | 136.15 | 1,361.5 |
| 37 | 110 mm | Each | 10 | 127.6 | 1,276 |
| 38 | 110x110x110 mm | Each | 15 | 234.15 | 3,512.25 |
| 39 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 40 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 41 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 42 | 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 | 800 | 738.65 | 5,90,920 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 710 | 333.35 | 2,36,678.5 |
| 44 | 1:3 (1 cement: 3 fine sand) | Sqm | 250 | 439.25 | 1,09,812.5 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 700 | 262.7 | 1,83,890 |
| 46 | Old work (one or more coats) | Sqm | 1800 | 62.7 | 1,12,860 |
| 47 | Two coats | Sqm | 500 | 137.45 | 68,725 |
| 48 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1800 | 73.95 | 1,33,110 |
| 49 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 4000 | 120.75 | 4,83,000 |
| 50 | 3 mm thick | Sqm | 2050 | 560.95 | 11,49,947.5 |
| 51 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 5 | 851.5 | 4,257.5 |
| 52 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 53 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 3,551.25 | 17,756.25 |
| 54 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 55 | 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 | 600 | 54.65 | 32,790 |
| 56 | 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 | 500 | 263.95 | 1,31,975 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 59 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 8 | 12,071.75 | 96,574 |
| 60 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 8 | 9,256.45 | 74,051.6 |
| 61 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 10 | 1,879.2 | 18,792 |
| 62 | 610x510 mm bowl depth 200 mm | Each | 4 | 4,940.8 | 19,763.2 |
| 63 | Providing and fixing 600x450 mm bevelled 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 | 4 | 1,607.95 | 6,431.8 |
| 64 | 15 mm nominal dia Pipes | Metre | 40 | 286.8 | 11,472 |
| 65 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 66 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 67 | 40 mm nominal dia Pipes | Metre | 200 | 702.95 | 1,40,590 |
| 68 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 69 | Up to 300 mm dia | Quintal | 10 | 8,913.15 | 89,131.5 |
| 70 | Class I | Each | 4 | 4,791.2 | 19,164.8 |
| 71 | Class I | Each | 4 | 6,966.55 | 27,866.2 |
| 72 | 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 |
| 73 | 15 mm nominal bore | Each | 20 | 820.7 | 16,414 |
| 74 | 15mm nominal bore | Each | 16 | 574.3 | 9,188.8 |
| 75 | 100 mm dia Ductile Iron Double Flanged | Metre | 100 | 1,821.55 | 1,82,155 |
| 76 | 150 mm dia Ductile Iron Double Flanged | Metre | 75 | 2,607.5 | 1,95,562.5 |
| 77 | 250 mm diameter | Metre | 40 | 1,505.6 | 60,224 |
| 78 | 250 mm diameter S.W. pipe | Metre | 10 | 1,590.55 | 15,905.5 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 475 | 530.9 | 2,52,177.5 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 220 | 634.45 | 1,39,579 |
| 81 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 60 | 1,505.25 | 90,315 |
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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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