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Tender Value
Refer Docs
EMD Value
₹18.8 L
Closing Date
17 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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: Balanced developmental works at Sealdah stations under Amrit Bharat Station Scheme in Sealdah Division of Eastern Railway.
TN-162-26-27~ER
TN-162-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹18.8 L
24 Aug 2026
24 Aug 2026
3 Sept 2026
134 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 500 | 260.3 | 1,30,150 |
| 2 | 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 | 80 | 196 | 15,680 |
| 3 | 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 |
| 4 | 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 | 335 | 8,340.85 | 27,94,184.75 |
| 5 | 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 | 254 | 7,294.7 | 18,52,853.8 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 100 | 10,105.1 | 10,10,510 |
| 7 | 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 | 150 | 9,045.75 | 13,56,862.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 750 | 392.15 | 2,94,112.5 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 100 | 842.5 | 84,250 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1000 | 927.25 | 9,27,250 |
| 11 | Shelves (Cast in situ) | Sqm | 200 | 927.25 | 1,85,450 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 500 | 736.4 | 3,68,200 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 500 | 961.3 | 4,80,650 |
| 14 | Stairs, (excluding landings) except spiral-staircases | Sqm | 500 | 764.95 | 3,82,475 |
| 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 | 150 | 10,585.9 | 15,87,885 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 157000 | 107.85 | 1,69,32,450 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,504.75 | 19,00,950 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 500 | 9,860.4 | 49,30,200 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,132.25 | 3,56,612.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,105.95 | 18,21,190 |
| 21 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 100 | 905.05 | 90,505 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 500 | 1,123.8 | 5,61,900 |
| 23 | Area of slab over 0.50 sqm | Sqm | 50 | 3,848.7 | 1,92,435 |
| 24 | Granite work | Metre | 100 | 510.95 | 51,095 |
| 25 | Each | 50 | 978.7 | 48,935 | |
| 26 | 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 | 500 | 1,267.95 | 6,33,975 |
| 27 | 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 | 500 | 5,015.05 | 25,07,525 |
| 28 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 29 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 200 | 1,800.45 | 3,60,090 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,473.85 | 1,73,692.5 |
| 31 | 12 mm dia | Metre | 100 | 285.1 | 28,510 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4000 | 238.35 | 9,53,400 |
| 33 | 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 | 100 | 228.85 | 22,885 |
| 34 | 125x90x4.00 mm | Each | 100 | 71.25 | 7,125 |
| 35 | 300x16 mm | Each | 50 | 216.55 | 10,827.5 |
| 36 | 250x10 mm | Each | 50 | 83.9 | 4,195 |
| 37 | 125 mm | Each | 50 | 39.95 | 1,997.5 |
| 38 | 125x64x2.50 mm | Each | 50 | 129.85 | 6,492.5 |
| 39 | Providing and fixing bright finished 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 | 25 | 854.65 | 21,366.25 |
| 40 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 25 | 121.65 | 3,041.25 |
| 41 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 25 | 1,124.85 | 28,121.25 |
| 42 | 300x16 mm | Each | 50 | 303.25 | 15,162.5 |
| 43 | 300x10 mm | Each | 50 | 130.1 | 6,505 |
| 44 | Twin rubber stopper | Each | 50 | 72.35 | 3,617.5 |
| 45 | 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 | 125 | 570.95 | 71,368.75 |
| 46 | 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 | 40 | 4,488.95 | 1,79,558 |
| 47 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 500 | 2,593.15 | 12,96,575 |
| 48 | 200 mm | Each | 20 | 186.65 | 3,733 |
| 49 | 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 | 50 | 272 | 13,600 |
| 50 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 50 | 885.1 | 44,255 |
| 51 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 200 | 43.8 | 8,760 |
| 52 | 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 | 2000 | 117.35 | 2,34,700 |
| 53 | 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 | 45000 | 133.7 | 60,16,500 |
| 54 | 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 |
| 55 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 50 | 3,653.2 | 1,82,660 |
| 56 | Providing and fixing ball bearing for rolling shutters. | Each | 20 | 492.35 | 9,847 |
| 57 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 58 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2000 | 97.2 | 1,94,400 |
| 59 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 172.6 | 3,45,200 |
| 60 | 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 | 500 | 772.4 | 3,86,200 |
| 61 | 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 | 200 | 792.05 | 1,58,410 |
| 62 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 200 | 614.2 | 1,22,840 |
| 63 | Ordinary cement without any pigment | Sqm | 2520 | 1,056.35 | 26,62,002 |
| 64 | 25 mm thick | Sqm | 5000 | 1,948.25 | 97,41,250 |
| 65 | Size of Tile 600 x 1200 mm | Sqm | 1000 | 1,577.15 | 15,77,150 |
| 66 | Size of Tile 600 x 1200 mm | Sqm | 1000 | 1,797.3 | 17,97,300 |
| 67 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 4000 | 3,186.7 | 1,27,46,800 |
| 68 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 500 | 3,071.05 | 15,35,525 |
| 69 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 70 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 71 | 110 mm | Each | 50 | 127.6 | 6,380 |
| 72 | 110x110x110 mm | Each | 50 | 234.15 | 11,707.5 |
| 73 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 74 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 75 | 110 mm | Each | 250 | 371.3 | 92,825 |
| 76 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1000 | 1,355.8 | 13,55,800 |
| 77 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 600 | 1,401.35 | 8,40,810 |
| 78 | 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 | 2000 | 738.65 | 14,77,300 |
| 79 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 80 | Gutter (600 mm over all girth) | Metre | 150 | 1,313.7 | 1,97,055 |
| 81 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 600 | 1,902.95 | 11,41,770 |
| 82 | 1:6 (1 cement: 6 fine sand) | Sqm | 6000 | 333.35 | 20,00,100 |
| 83 | 1:3 (1 cement: 3 fine sand) | Sqm | 1000 | 439.25 | 4,39,250 |
| 84 | 1:3 (1 cement : 3 fine sand) | Sqm | 2000 | 300.45 | 6,00,900 |
| 85 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4000 | 262.7 | 10,50,800 |
| 86 | 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 | 4000 | 185.65 | 7,42,600 |
| 87 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2000 | 116.9 | 2,33,800 |
| 88 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 6000 | 171.1 | 10,26,600 |
| 89 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 176.25 | 88,125 |
| 90 | 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 | 2000 | 170.7 | 3,41,400 |
| 91 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 500 | 36.1 | 18,050 |
| 92 | 150 mm diameter pipes | Metre | 500 | 113.8 | 56,900 |
| 93 | Two or more coats on new work | Sqm | 3000 | 155.9 | 4,67,700 |
| 94 | Two or more coats on new work | Sqm | 5000 | 146.8 | 7,34,000 |
| 95 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1000 | 73.95 | 73,950 |
| 96 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 1000 | 25.15 | 25,150 |
| 97 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 1000 | 338.25 | 3,38,250 |
| 98 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 50 | 851.5 | 42,575 |
| 99 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 100 | 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 | 20 | 3,551.25 | 71,025 |
| 101 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 102 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 103 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 500 | 5.65 | 2,825 |
| 104 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 200 | 56.35 | 11,270 |
| 105 | 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 | 200 | 54.65 | 10,930 |
| 106 | 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 | 1000 | 263.95 | 2,63,950 |
| 107 | 90 mm to 45 mm size stone aggregate | cum | 150 | 2,098.4 | 3,14,760 |
| 108 | Stone screening 13.2 mm nominal size (Type A) | cum | 60 | 2,034.35 | 1,22,061 |
| 109 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 210 | 1,046.95 | 2,19,859.5 |
| 110 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 1000 | 744.15 | 7,44,150 |
| 111 | 40 mm thick | Sqm | 1000 | 1,365.5 | 13,65,500 |
| 112 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 500 | 747.8 | 3,73,900 |
| 113 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 500 | 1,091.5 | 5,45,750 |
| 114 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 6,767.4 | 1,35,348 |
| 115 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 116 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,648.85 | 52,977 |
| 117 | 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 | 20 | 168.35 | 3,367 |
| 118 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 20 | 708.95 | 14,179 |
| 119 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 20 | 7,979.2 | 1,59,584 |
| 120 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 20 | 18,212.9 | 3,64,258 |
| 121 | 15 mm nominal dia Pipes | Metre | 500 | 286.8 | 1,43,400 |
| 122 | 20 mm nominal dia Pipes | Metre | 200 | 335 | 67,000 |
| 123 | 25 mm nominal dia Pipes | Metre | 500 | 401.55 | 2,00,775 |
| 124 | 40 mm nominal dia Pipes | Metre | 500 | 702.95 | 3,51,475 |
| 125 | 25 mm nominal dia Pipes | Metre | 500 | 355.4 | 1,77,700 |
| 126 | 40 mm nominal dia Pipes | Metre | 500 | 563.05 | 2,81,525 |
| 127 | 50 mm nominal dia Pipes | Metre | 500 | 794.25 | 3,97,125 |
| 128 | 40 mm dia nominal bore | Metre | 500 | 617.05 | 3,08,525 |
| 129 | 50 mm dia nominal bore | Metre | 1000 | 762.15 | 7,62,150 |
| 130 | Square shape 450 mm internal dimension | Each | 200 | 1,386.55 | 2,77,310 |
| 131 | Circular shape 500 mm internal diameter | Each | 200 | 1,172.6 | 2,34,520 |
| 132 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 3000 | 530.9 | 15,92,700 |
| 133 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1500 | 634.45 | 9,51,675 |
| 134 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 200 | 1,505.25 | 3,01,050 |
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_121_compressed.pdf CORRECTION
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annexureVIBcontractualturnoverdata.pdf
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Annexure-B-LOC.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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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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Cesscharge.pdf
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GCCACS11.pdf.pdf
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