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Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
8 May 2026, 1:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital Works)
CSTE PROJ
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 (IR GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. For details please see GCC April'2022 with latest correction slips.
Definition of Similar Nature of Work- "Any Civil Engineering work".
18 conditions · 8 needing a document upload
Please read Correction slip no. 11 to the GCC-2022. It has some significant changes in the earlier sets of rules. Some important points are: 1. EMD amount change from 0.5% to 2%. 2. Now, only works of up to 40% of the CA value can be assigned to sub-contractors (earlier it was 50%). 3. Additional BG of 5% of the CA value has to be given if tender is accepted on quoted rate below the 5% of the bid value. 4. Now bid capacity is required to be submitted from & above of tender value 10.0 Cr (earlier it was 20.0 Cr. 5. Illegal gratification & punitive provisions.
The tenderer whether sole proprietor/ a company or a partnership firm/ registered society / registered trust / HUF / LLP etc. if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. For other details please follow GCC-2022 with latest correction slip.
Please refer tender document for details.
Information regarding Employment/ Partnership etc. of Retired Railway Employees has to be submitted as per IRGCC-2022 along with latest correction slip.
Please submit Annexure-VIB- Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment Only) of your firm with joint signature of CA and authorized signatory of your firm. Without this, your offer will be rejected.
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.
Conditional tender will be summarily rejected.
Any amendment and corrigendum issued from time to time shall be made available on website http://www.ireps.gov.in at least 15 days before the date of closing. All prospective tenderer(s) are advised to see the website for corrigendum/addendum issued, if any. Bidders will be able to submit their original/revised bids up to closing date & time only.
The 'NIT', 'Conditions', 'Annexures, Forms & Other proformas','Tender Document' along with all the attachments will be considered as the'Tender Document' for this work. All the above mentioned documents taken together if not scored off, shall constitute the complete tender document herein after referred to as "Tender Document" & have to be read together & acted upon accordingly. No part of the tender document can be relied upon or acted upon in isolation.
Right of Railway to Deal with Tenders: The Railway reserves the right of not to invite tenders for any of Railway work or works or to invite open or limited tenders and when tenders are called to accept a tender in whole or in part or reject any tender or all tenders without assigning reasons for any such action. In case if tender is accepted in part by Railway administration, Letter of Acceptance shall be issued as counter offer to the Tenderer, which shall be subject to acceptance by the Tenderer.
The tender offer complete in all respect and with all documents is to be submitted (in PDF Format) online by e-tendering process through the website www.ireps.gov.in up to the closing date & time as mentioned in the NIT. Manual offers are not allowed against this tender and any such manual offer received shall be summarily rejected.
Please follow all the guidelines given in IRGCC April 2022 with all the latest issued correction slips (ACS) up to date of inviting tender.
All supply items of the Schedule F1 should be inspected by concern SSE Signal and concern ASTE/DSTE.
Construction of EI Building & Goomties for Replacement of old Electronic Interlocking with new Electronic Interlocking at Panskura in Kharagpur Division.. It also consists of construction of concrete cable duct at some area of this stations.
ST-PROJ-KGP-BUILDING-PKU
ST-PROJ-KGP-BUILDING-PKU
Open
Works - General
240 Days
Kolkata, West Bengal
₹0
₹5.9 L
8 May 2026
9 Apr 2026
24 Apr 2026
130 items across 3 schedules · ₹2,62,69,932.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 600 | 260.3 | 1,56,180 |
| 2 | Depth not exceeding 1.5 m | Sqm | 120 | 72.05 | 8,646 |
| 3 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 120 | 81.6 | 9,792 |
| 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 | 350 | 196 | 68,600 |
| 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 | 150 | 700.5 | 1,05,075 |
| 6 | All kinds of soil | cum | 200 | 126.8 | 25,360 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 200 | 2,123.75 | 4,24,750 |
| 8 | All kinds of soil | Sqm | 320 | 34.15 | 10,928 |
| 9 | 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 | 320 | 17.6 | 5,632 |
| 10 | 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 |
| 11 | 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 | 25 | 9,895.2 | 2,47,380 |
| 12 | 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 | 80 | 9,045.75 | 7,23,660 |
| 13 | 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 | 10,852.95 | 1,62,794.25 |
| 14 | cum | 80 | 11,505.5 | 9,20,440 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 130 | 392.15 | 50,979.5 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 725 | 927.25 | 6,72,256.25 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1050 | 736.4 | 7,73,220 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 850 | 961.3 | 8,17,105 |
| 19 | Stairs, (excluding landings) except spiral- staircases | Sqm | 75 | 764.95 | 57,371.25 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 150 | 951.1 | 1,42,665 |
| 21 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. | Sqm | 20 | 485.05 | 9,701 |
| 22 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 17000 | 107.85 | 18,33,450 |
| 23 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 19000 | 107.85 | 20,49,150 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 9,504.75 | 5,70,285 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 9,860.4 | 2,46,510 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 35 | 733.5 | 25,672.5 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 70 | 7,370.65 | 5,15,945.5 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 9,105.95 | 22,76,487.5 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 65 | 1,123.8 | 73,047 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 9,095.05 | 2,27,376.25 |
| 31 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in- Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 25 | 5,015.05 | 1,25,376.25 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2000 | 238.35 | 4,76,700 |
| 33 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 7 | 983.15 | 6,882.05 |
| 34 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter). | Sqm | 12 | 2,969.25 | 35,631 |
| 35 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 25 | 573.45 | 14,336.25 |
| 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 | 250 | 133.7 | 33,425 |
| 37 | 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 | 20 | 11,439.6 | 2,28,792 |
| 38 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 45 | 5,804.35 | 2,61,195.75 |
| 39 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 60 | 131.05 | 7,863 |
| 40 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 500 | 172.6 | 86,300 |
| 41 | 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 | 225 | 772.4 | 1,73,790 |
| 42 | 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 | 400 | 792.05 | 3,16,820 |
| 43 | Dark shade pigment using ordinary cement | Sqm | 80 | 1,119.5 | 89,560 |
| 44 | Acid and alkali resistant tile | Sqm | 40 | 1,738.15 | 69,526 |
| 45 | Acid and alkali resistant tile | Sqm | 80 | 1,884.9 | 1,50,792 |
| 46 | 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 | 30 | 1,096.55 | 32,896.5 |
| 47 | 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 | 60 | 1,112.7 | 66,762 |
| 48 | Size of Tile 600 x 600 mm | Sqm | 500 | 1,453.65 | 7,26,825 |
| 49 | Size of Tile 600 x 600 mm | Sqm | 90 | 1,464.85 | 1,31,836.5 |
| 50 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 12 | 4,481.3 | 53,775.6 |
| 51 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 52 | 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 | 15 | 738.65 | 11,079.75 |
| 53 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1200 | 357.35 | 4,28,820 |
| 54 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1800 | 395.35 | 7,11,630 |
| 55 | 1:3 (1 cement : 3 fine sand) | Sqm | 60 | 300.45 | 18,027 |
| 56 | Neat cement punning. | Sqm | 150 | 79.95 | 11,992.5 |
| 57 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1900 | 262.7 | 4,99,130 |
| 58 | 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 | 1900 | 185.65 | 3,52,735 |
| 59 | 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 | 300 | 160.6 | 48,180 |
| 60 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 180 | 170.7 | 30,726 |
| 61 | Two or more coats on new work | Sqm | 70 | 146.8 | 10,276 |
| 62 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 63 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 64 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 65 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 66 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,301.75 | 6,905.25 |
| 67 | 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 | 4 | 1,648.95 | 6,595.8 |
| 68 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 4,048.65 | 16,194.6 |
| 69 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 45 | 1,151.9 | 51,835.5 |
| 70 | Sand cast iron S&S as per IS - 1729 | Each | 12 | 470.45 | 5,645.4 |
| 71 | 15 mm nominal dia Pipes | Metre | 55 | 497.8 | 27,379 |
| 72 | 20 mm nominal dia Pipes | Metre | 55 | 537.6 | 29,568 |
| 73 | 25 mm nominal dia Pipes | Metre | 90 | 627.25 | 56,452.5 |
| 74 | 40 mm nominal dia Pipes | Metre | 120 | 563.05 | 67,566 |
| 75 | 100 mm nominal dia Pipes | Metre | 6 | 3,271.7 | 19,630.2 |
| 76 | 40 mm nominal bore | Each | 6 | 826.1 | 4,956.6 |
| 77 | 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 | 2600 | 11 | 28,600 |
| 78 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 79 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 26,861.9 | 26,861.9 |
| 80 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 1 | 2,890.1 | 2,890.1 |
| 81 | 500 mm dia piles | Metre | 1000 | 2,703.25 | 27,03,250 |
| 82 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 495.05 | 1,48,515 |
| 83 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 598.6 | 1,79,580 |
| 84 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 20 | 1,115.4 | 22,308 |
| 85 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 100 | 1,176.8 | 1,17,680 |
| 86 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 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 | 300 mm dia | Metre | 75 | 707.75 | 53,081.25 |
| 89 | 150 mm nominal size dia | Metre | 75 | 793.25 | 59,493.75 |
| Schedule total | ₹2,27,16,720.5 | ||||
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