Loading
Loading…
Loading…
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
22 Jul 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
14 conditions · 3 needing a document upload
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.
Definition of similar work:- Any Civil Engineering work
19 conditions · 4 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the Tenderer during the last seven years to be filled & submitted as per Annexure-I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b). 3 Annexure-II Details of Plants and Machinery with the Tenderer to be filled & submitted as per Annexure- II. 4 Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5 Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6 Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7 Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8 Annexure-VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9 Annexure- VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure- VIII. 10 Annexure-IX GST COMPLAINT INVOICE : To be filled & submitted as per Annexure-IX. 11 Annexure-X FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-X. 12. Annexure-X(A)-This certificate is to be given by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. 13. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 14.Annexure-XII BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-XII. 15.Annexure-XIII Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-XIII. 16. Annexure- XIV TENDER FORM (FIRST SHEET)- Tender Form (First Sheet) to be filled & submitted as per Annexure-XIV. 17.Annexure-XV TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-XV. (This annexure will be applicable, if tender having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity)
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT , etc. are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII,IX,XI, XII, XIII, XIV. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's.
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.
Open Tender for Construction of new 20 bedded RPF Barrack with Administrative Building at SURI with toilet, dinning, Kitchen/Mess etc. under the jurisdiction of DEN/4/ASN
O-AC-T-94-26-27~ER
O-AC-T-94-26-27
Open
Works - General
12 Months
Paschim Bardhaman, West Bengal
₹0
₹2.5 L
22 Jul 2026
26 Jun 2026
8 Jul 2026
103 items across 2 schedules · ₹1,08,094.96 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 | 200 | 494.1 | 98,820 |
| 2 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 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 | 250 | 196 | 49,000 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 20 | 2,123.75 | 42,475 |
| 5 | All kinds of soil | Sqm | 400 | 34.15 | 13,660 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 400 | 17.6 | 7,040 |
| 7 | 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 | 14 | 8,340.85 | 1,16,771.9 |
| 8 | 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 | 46 | 7,878.5 | 3,62,411 |
| 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 | 3 | 9,045.75 | 27,137.25 |
| 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 | 12 | 10,852.95 | 1,30,235.4 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 75 | 392.15 | 29,411.25 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 380 | 927.25 | 3,52,355 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 605 | 736.4 | 4,45,522 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 440 | 961.3 | 4,22,972 |
| 15 | 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 | 3 | 10,585.9 | 31,757.7 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 17000 | 107.85 | 18,33,450 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 55 | 9,504.75 | 5,22,761.25 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 9,860.4 | 11,83,248 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 14 | 7,370.65 | 1,03,189.1 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 37 | 7,132.25 | 2,63,893.25 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 395 | 9,105.95 | 35,96,850.25 |
| 22 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 350 | 905.05 | 3,16,767.5 |
| 23 | 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 | 300 | 1,267.95 | 3,80,385 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 3,167.95 | 25,343.6 |
| 25 | Fixed to steel windows by welding | Kg | 1600 | 219.1 | 3,50,560 |
| 26 | 125 mm | Each | 24 | 231.05 | 5,545.2 |
| 27 | 250x10 mm | Each | 12 | 115.15 | 1,381.8 |
| 28 | 150x10 mm | Each | 12 | 82.55 | 990.6 |
| 29 | Extruded section profile size 48x40 mm | Metre | 40 | 270.2 | 10,808 |
| 30 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm ( +/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm ( +/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 16 | 3,068.85 | 49,101.6 |
| 31 | 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 |
| 32 | 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 | 28 | 3,720.75 | 1,04,181 |
| 33 | Marine plywood conforming to IS: 710 | Sqm | 40 | 2,486.25 | 99,450 |
| 34 | 1.0 mm thick | Sqm | 40 | 897.3 | 35,892 |
| 35 | With 2nd class teak wood beading 62X19 mm | Sqm | 32 | 1,597.15 | 51,108.8 |
| 36 | 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 | 2950 | 133.7 | 3,94,415 |
| 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 | 160 | 772.4 | 1,23,584 |
| 38 | 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 | 420 | 792.05 | 3,32,661 |
| 39 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 40 | 110 mm diameter | Metre | 90 | 377.4 | 33,966 |
| 41 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 42 | 110 mm bend | Each | 40 | 150.35 | 6,014 |
| 43 | Ridges plain (500 - 600mm) | Metre | 60 | 532.35 | 31,941 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 333.35 | 6,66,700 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 240 | 425.55 | 1,02,132 |
| 46 | 1:3 (1 cement : 3 fine sand) | Sqm | 300 | 300.45 | 90,135 |
| 47 | Two or more coats on new work | Sqm | 120 | 155.9 | 18,708 |
| 48 | 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 | 800 | 156.05 | 1,24,840 |
| 49 | Two coats | Sqm | 800 | 137.45 | 1,09,960 |
| 50 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 800 | 73.95 | 59,160 |
| 51 | Old work (two or more coats) | Sqm | 80 | 22.85 | 1,828 |
| 52 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 240 | 75.8 | 18,192 |
| 53 | 25 mm diameter. | Metre | 48 | 421.75 | 20,244 |
| 54 | 250 mm | Each | 12 | 285.05 | 3,420.6 |
| 55 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 12 | 271.45 | 3,257.4 |
| 56 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 3 | 2,434.25 | 7,302.75 |
| 57 | In cement mortar | cum | 4 | 2,060.2 | 8,240.8 |
| 58 | Of area 3 sq. metres and below | Each | 250 | 143.5 | 35,875 |
| 59 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 2 | 2,818.9 | 5,637.8 |
| 60 | With granite stone of area less than 0.50 sqm. | Sqm | 6 | 4,746.2 | 28,477.2 |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 63 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 11 | 1,879.2 | 20,671.2 |
| 64 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 11 | 1,683.35 | 18,516.85 |
| 65 | 610x460 mm bowl depth 200 mm | Each | 2 | 3,873.8 | 7,747.6 |
| 66 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 8 | 6,940.75 | 55,526 |
| 67 | 32 mm dia | Each | 2 | 119.55 | 239.1 |
| 68 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 12 | 53.25 | 639 |
| 69 | 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 | 12 | 1,607.95 | 19,295.4 |
| 70 | 40 mm nominal dia Pipes | Metre | 40 | 702.95 | 28,118 |
| 71 | 20 mm nominal dia Pipes | Metre | 80 | 537.6 | 43,008 |
| 72 | 25 mm nominal dia Pipes | Metre | 40 | 627.25 | 25,090 |
| 73 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 74 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 75 | 15 mm nominal bore | Each | 24 | 97.75 | 2,346 |
| 76 | 100 mm diameter | Each | 24 | 193.95 | 4,654.8 |
| 77 | 25 mm nominal bore | Each | 8 | 950.35 | 7,602.8 |
| 78 | 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 | 3200 | 11 | 35,200 |
| 79 | 15 mm nominal bore | Each | 24 | 506.8 | 12,163.2 |
| 80 | 15 mm nominal bore | Each | 24 | 798.95 | 19,174.8 |
| 81 | 15 mm nominal bore | Each | 40 | 670.45 | 26,818 |
| 82 | 15mm nominal bore | Each | 48 | 574.3 | 27,566.4 |
| 83 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 8 | 74.8 | 598.4 |
| 84 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 2 | 523.8 | 1,047.6 |
| 85 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 16 | 111.45 | 1,783.2 |
| 86 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. | Metre | 16 | 202.9 | 3,246.4 |
| 87 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 495.05 | 39,604 |
| 88 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 598.6 | 47,888 |
| 89 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 24 | 1,176.8 | 28,243.2 |
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
Tenderdocuments.pdf
ATTACHMENT
AnnexuresforCommercialcompliances.pdf
ATTACHMENT
ANNEXURE-X_A_.pdf
ATTACHMENT
Annexure-X_1.pdf
ATTACHMENT
Annexuresoftechnicalcompliancess.pdf
ATTACHMENT
JPOTelecomcircular9of2023_1.pdf
ATTACHMENT
GCC-2022_3.pdf
ATTACHMENT
AdvCSGCC2022.pdf
ATTACHMENT
Advancecorrectionslip11GCC2022.pdf
ATTACHMENT
Policeverificationletter..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 .