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Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
28 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/2
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 this work will be of - " Any Civil Engineering Work with precast Pre- fabricated beam, column and panels.
23 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.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote their rates considering the latest GST rate.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
At Baruipur - Provission of double storied building to accommodate residence of AEN, AEE/G, AEE/TRD AND ASTE including all other ancillary works.
TN-167-25-26~ER
TN-167-25-26
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹2.2 L
28 Jan 2026
2 Jan 2026
14 Jan 2026
72 items across 2 schedules · ₹1,73,11,849.37 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 690.3 | 411.3 | 2,83,920.39 |
| 2 | All kinds of soil | cum | 310.58 | 205.45 | 63,808.66 |
| 3 | 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 | 690.3 | 253.95 | 1,75,301.69 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 40.85 | 2,161.2 | 88,285.02 |
| 5 | 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 | 54.68 | 6,326.05 | 3,45,908.41 |
| 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 | 1 | 9,793.75 | 9,793.75 |
| 7 | 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 | 13.79 | 8,047.55 | 1,10,975.71 |
| 8 | cum | 51.45 | 10,719.3 | 5,51,507.99 | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 134.79 | 307.95 | 41,508.58 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 18.5 | 766.55 | 14,181.18 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 20.11 | 608.35 | 12,233.92 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 187.05 | 804.25 | 1,50,434.96 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10324 | 89.65 | 9,25,546.6 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5069 | 89.65 | 4,54,435.85 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 86.15 | 8,683.8 | 7,48,109.37 |
| 16 | Area of slab over 0.50 sqm | Sqm | 37.8 | 2,639.45 | 99,771.21 |
| 17 | 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 | 219.66 | 1,063.45 | 2,33,597.43 |
| 18 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 46.4 | 2,015.75 | 93,530.8 |
| 19 | 250x10 mm | Each | 16 | 374.35 | 5,989.6 |
| 20 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 52 | 109.6 | 5,699.2 |
| 21 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 52 | 817.5 | 42,510 |
| 22 | 100 mm | Each | 16 | 199.2 | 3,187.2 |
| 23 | Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). | Sqm | 2.88 | 9,635.4 | 27,749.95 |
| 24 | Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) | Sqm | 28.08 | 10,347.05 | 2,90,545.16 |
| 25 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 41.95 | 444.5 | 18,646.78 |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 239.42 | 142.3 | 34,069.47 |
| 27 | 25 mm thick | Sqm | 83.59 | 1,706.6 | 1,42,654.69 |
| 28 | 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 |
| 29 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. | Sqm | 34.44 | 935.6 | 32,222.06 |
| 30 | Size of Tile 600x600 mm | Sqm | 673.48 | 1,416.65 | 9,54,085.44 |
| 31 | With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 | Sqm | 319.82 | 549.05 | 1,75,597.17 |
| 32 | In 75x75 mm deep chase | Metre | 72.85 | 260.2 | 18,955.57 |
| 33 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 100 | 266.6 | 26,660 |
| 34 | 110 mm diameter | Metre | 80 | 319.75 | 25,580 |
| 35 | 110 mm | Each | 27 | 119.95 | 3,238.65 |
| 36 | 110 mm bend | Each | 18 | 132 | 2,376 |
| 37 | 1:4 (1 cement: 4 fine sand) | Sqm | 3313.1 | 294.85 | 9,76,867.54 |
| 38 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2814.84 | 214.3 | 6,03,220.21 |
| 39 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2814.84 | 162.55 | 4,57,552.24 |
| 40 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 516.32 | 162.35 | 83,824.55 |
| 41 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 57.6 | 62.95 | 3,625.92 |
| 42 | Two or more coats on new work | Sqm | 75.6 | 131.45 | 9,937.62 |
| 43 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 16 | 6,941.3 | 1,11,060.8 |
| 44 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 16 | 1,679.6 | 26,873.6 |
| 45 | 470x420 mm bowl depth 178 mm | Each | 8 | 2,936.45 | 23,491.6 |
| 46 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 16 | 299.35 | 4,789.6 |
| 47 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 24 | 886.25 | 21,270 |
| 48 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 16 | 6,119.15 | 97,906.4 |
| 49 | 32 mm dia | Each | 24 | 104.35 | 2,504.4 |
| 50 | 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 | 16 | 1,411.15 | 22,578.4 |
| 51 | C.P. brass | Each | 16 | 680.8 | 10,892.8 |
| 52 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 24 | 146.3 | 3,511.2 |
| 53 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 24 | 204.7 | 4,912.8 |
| 54 | 20 mm nominal dia Pipes | Metre | 108 | 325.1 | 35,110.8 |
| 55 | 32 mm nominal dia Pipes | Metre | 200 | 500.95 | 1,00,190 |
| 56 | 20 mm nominal dia Pipes | Metre | 200 | 513.75 | 1,02,750 |
| 57 | 25 to 40 mm nominal bore | Each | 4 | 757.1 | 3,028.4 |
| 58 | 25 mm nominal bore | Each | 16 | 399.15 | 6,386.4 |
| 59 | 100 mm diameter | Each | 16 | 166.35 | 2,661.6 |
| 60 | 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 | 12000 | 9.7 | 1,16,400 |
| 61 | 15 mm nominal bore | Each | 16 | 434.2 | 6,947.2 |
| 62 | 15 mm nominal bore | Each | 48 | 708.4 | 34,003.2 |
| 63 | 15 mm nominal bore | Each | 48 | 594.75 | 28,548 |
| 64 | 15mm nominal bore | Each | 64 | 500.35 | 32,022.4 |
| 65 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 2,453.55 | 29,442.6 |
| 66 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 16 | 11,687.1 | 1,86,993.6 |
| 67 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 80.23 | 516.6 | 41,446.82 |
| 68 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 634.5 | 585.55 | 3,71,531.48 |
| 69 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 24.51 | 7,510.75 | 1,84,088.48 |
| 70 | Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree) . The EPS core shall consist of 100 mm thick EPS of density not less than 20 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 50 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} A with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge. | Sqm | 983.07 | 3,957.45 | 38,90,450.37 |
| 71 | Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50- 70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} A with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 g r a d e d stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge. | Sqm | 673.48 | 4,286.85 | 28,87,107.74 |
| Schedule total | ₹1,67,56,932.73 | ||||
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