Loading
Loading…
Loading…
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
13 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
Provision of office building for Electric(G) Department at Sonarpur and Barasat.
TN-168-26-27~ER
TN-168-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹4.0 L
18 Sept 2026
18 Sept 2026
29 Sept 2026
91 items across 2 schedules · ₹2,27,86,893.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 500 | 260.3 | 1,30,150 |
| 2 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 100 | 155.3 | 15,530 |
| 3 | 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 | 200 | 196 | 39,200 |
| 4 | 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 | 200 | 700.5 | 1,40,100 |
| 5 | All kinds of soil | cum | 85 | 126.8 | 10,778 |
| 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 | 25 | 8,340.85 | 2,08,521.25 |
| 7 | 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 | 50 | 7,294.7 | 3,64,735 |
| 8 | Foundations, footings, bases for columns | Sqm | 240 | 392.15 | 94,116 |
| 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 | 5 | 9,045.75 | 45,228.75 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 400 | 392.15 | 1,56,860 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 480 | 927.25 | 4,45,080 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 240 | 736.4 | 1,76,736 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 220 | 961.3 | 2,11,486 |
| 14 | 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 | 10 | 10,585.9 | 1,05,859 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 50000 | 107.85 | 53,92,500 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 155 | 9,504.75 | 14,73,236.25 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 180 | 9,860.4 | 17,74,872 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 7,132.25 | 14,26,450 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 220 | 9,105.95 | 20,03,309 |
| 20 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 240 | 1,150.5 | 2,76,120 |
| 21 | 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 | 240 | 1,267.95 | 3,04,308 |
| 22 | Sal wood | cum | 1.5 | 1,16,520.3 | 1,74,780.45 |
| 23 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,473.85 | 2,08,431 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 238.35 | 2,38,350 |
| 25 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 80 | 228.85 | 18,308 |
| 26 | 250x16 mm | Each | 30 | 193.7 | 5,811 |
| 27 | 150x10 mm | Each | 60 | 59.45 | 3,567 |
| 28 | 125 mm | Each | 40 | 39.95 | 1,598 |
| 29 | 100X58X1.90 mm | Each | 80 | 107.1 | 8,568 |
| 30 | 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 | 60 | 570.95 | 34,257 |
| 31 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 30 | 4,488.95 | 1,34,668.5 |
| 32 | 200 mm | Each | 40 | 186.65 | 7,466 |
| 33 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 24 | 272 | 6,528 |
| 34 | 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 | 550 | 117.35 | 64,542.5 |
| 35 | 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 | 1800 | 133.7 | 2,40,660 |
| 36 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 10 | 11,439.6 | 1,14,396 |
| 37 | 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, including 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 | 120 | 772.4 | 92,688 |
| 38 | 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 | 40 | 2,354.7 | 94,188 |
| 39 | Size of Tile 600x600 mm | Sqm | 500 | 1,553.45 | 7,76,725 |
| 40 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 41 | 110x110x110 mm | Each | 24 | 234.15 | 5,619.6 |
| 42 | 110 mm bend | Each | 24 | 150.35 | 3,608.4 |
| 43 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 44 | 110 mm | Each | 120 | 371.3 | 44,556 |
| 45 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 100 | 1,529.1 | 1,52,910 |
| 46 | 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 | 50 | 738.65 | 36,932.5 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 4000 | 347.05 | 13,88,200 |
| 48 | 1:3 (1 cement: 3 fine sand) | Sqm | 400 | 439.25 | 1,75,700 |
| 49 | 1:3 (1 cement : 3 fine sand) | Sqm | 500 | 300.45 | 1,50,225 |
| 50 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1205 | 262.7 | 3,16,553.5 |
| 51 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 2000 | 185.65 | 3,71,300 |
| 52 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2400 | 160.6 | 3,85,440 |
| 53 | Two or more coats on new work | Sqm | 160 | 155.9 | 24,944 |
| 54 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1200 | 6.15 | 7,380 |
| 55 | Overhead informatory road signage | Sqm | 20 | 5,879.9 | 1,17,598 |
| 56 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 6,767.4 | 81,208.8 |
| 57 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 58 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 12 | 6,258.75 | 75,105 |
| 59 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,648.85 | 21,190.8 |
| 60 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 8 | 1,683.35 | 13,466.8 |
| 61 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 12 | 349.15 | 4,189.8 |
| 62 | 40 mm dia | Each | 24 | 119.55 | 2,869.2 |
| 63 | Rectangular shape 453x357 mm | Each | 8 | 1,361.8 | 10,894.4 |
| 64 | Rectangular shape 1500x450 mm | Each | 4 | 2,093 | 8,372 |
| 65 | C.P. brass | Each | 8 | 803.7 | 6,429.6 |
| 66 | 20 mm dia nominal bore | Metre | 80 | 437.3 | 34,984 |
| 67 | 25 mm dia nominal bore | Metre | 60 | 551.7 | 33,102 |
| 68 | 40 mm dia nominal bore | Metre | 70 | 811.9 | 56,833 |
| 69 | 15 mm dia nominal bore | Metre | 120 | 580.45 | 69,654 |
| 70 | 25 mm dia nominal bore | Metre | 120 | 467.75 | 56,130 |
| 71 | 40 mm dia nominal bore | Metre | 200 | 617.05 | 1,23,410 |
| 72 | 50 mm dia nominal bore | Metre | 100 | 762.15 | 76,215 |
| 73 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 74 | 40 mm nominal bore | Each | 8 | 826.1 | 6,608.8 |
| 75 | 50 mm nominal bore | Each | 8 | 1,026.65 | 8,213.2 |
| 76 | 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 | 8000 | 11 | 88,000 |
| 77 | 15 mm nominal bore | Each | 24 | 798.95 | 19,174.8 |
| 78 | 15 mm nominal bore | Each | 24 | 670.45 | 16,090.8 |
| 79 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 24 | 196.75 | 4,722 |
| 80 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 24 | 118.5 | 2,844 |
| 81 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 12 | 208.45 | 2,501.4 |
| 82 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 8 | 257.6 | 2,060.8 |
| 83 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 4 | 121.4 | 485.6 |
| 84 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 320 | 495.05 | 1,58,416 |
| 85 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 598.6 | 1,19,720 |
| 86 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 80 | 1,176.8 | 94,144 |
| 87 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 20 | 8,042.3 | 1,60,846 |
| 88 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 4 | 1,509.8 | 6,039.2 |
| 89 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 4 | 1,538.25 | 6,153 |
| 90 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 4 | 1,538.25 | 6,153 |
| Schedule total | ₹2,17,07,937.7 | ||||
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
Annexure-B-LOC.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
CheckList.pdf
ATTACHMENT
ANNEXURE-C-LOC2.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
annexureVIBcontractualturnoverdata.pdf
ATTACHMENT
annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
ATTACHMENT
tmtbarsdecontrolled.pdf
ATTACHMENT
Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
ATTACHMENT
TenderDocumentChapterI-II.pdf
ATTACHMENT
JPODIGGING.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
GCCACSUPRO-11IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_1111_compressed.pdf
ATTACHMENT
2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed1.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 .