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Tender Value
Refer Docs
EMD Value
₹8.1 L
Closing Date
8 Oct 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.
Balanced developmental works at Naihati, Kalyani and Kalyani Ghoshpara stations under Amrit Stations Scheme in Sealdah Division of Eastern Railway.
TN-174-26-27~ER
TN-174-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹8.1 L
14 Sept 2026
14 Sept 2026
24 Sept 2026
130 items across 2 schedules · ₹24,04,407.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | — | 30 261.35 | 7,840.5 |
| 2 | Beyond 5 km upto 10 km per km | cum-km | — | 30 18.53 | 555.9 |
| 3 | 5km | cum | — | 50 326.68 | 16,334 |
| 4 | Beyond 5 km upto 10 km per km | cum-km | — | 50 23.16 | 1,158 |
| 5 | All kinds of soil. | cum | — | 600 260.3 | 1,56,180 |
| 6 | 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 | — | 120 196 | 23,520 |
| 7 | 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 | — | 30 700.5 | 21,015 |
| 8 | All kinds of soil | cum | — | 250 126.8 | 31,700 |
| 9 | 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 | — | 60 8340.85 | 5,00,451 |
| 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 | — | 75 7294.7 | 5,47,102.5 |
| 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 | — | 75 9895.2 | 7,42,140 |
| 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 | — | 55 9045.75 | 4,97,516.25 |
| 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 | — | 85 10852.95 | 9,22,500.75 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 100 392.15 | 39,215 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 91 927.25 | 84,379.75 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 76 736.4 | 55,966.4 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 50 961.3 | 48,065 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15500 | 107.85 | 16,71,675 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 21500 | 107.85 | 23,18,775 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 120 9504.75 | 11,40,570 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 175 9860.4 | 17,25,570 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 120 7132.25 | 8,55,870 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 240 9105.95 | 21,85,428 |
| 24 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | — | 150 905.05 | 1,35,757.5 |
| 25 | 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 | — | 250 1267.95 | 3,16,987.5 |
| 26 | 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 | — | 200 5015.05 | 10,03,010 |
| 27 | Sal wood | cum | — | 1.2 116520.3 | 1,39,824.36 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | — | 40 2172.1 | 86,884 |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | — | 3500 238.35 | 8,34,225 |
| 30 | 125 mm | Each | — | 25 256.65 | 6,416.25 |
| 31 | 300x16 mm | Each | — | 25 303.25 | 7,581.25 |
| 32 | 300x10 mm | Each | — | 25 130.1 | 3,252.5 |
| 33 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | — | 25 100.8 | 2,520 |
| 34 | 125 mm | Each | — | 25 66.25 | 1,656.25 |
| 35 | 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 | — | 120 570.95 | 68,514 |
| 36 | 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 | — | 65 3720.75 | 2,41,848.75 |
| 37 | 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 | — | 2100 117.35 | 2,46,435 |
| 38 | 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 | 23300 | 133.7 | 31,15,210 |
| 39 | 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 | — | 18 11439.6 | 2,05,912.8 |
| 40 | Hot finished welded type tubes | Kg | 48000 | 194.4 | 93,31,200 |
| 41 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | — | 3000 97.2 | 2,91,600 |
| 42 | 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 | — | 600 772.4 | 4,63,440 |
| 43 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | — | 60 844.7 | 50,682 |
| 44 | 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 | — | 425 792.05 | 3,36,621.25 |
| 45 | Dark shade pigment using ordinary cement | Sqm | — | 150 1119.5 | 1,67,925 |
| 46 | 25 mm thick | Sqm | — | 200 1948.25 | 3,89,650 |
| 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 | — | 200 1112.7 | 2,22,540 |
| 48 | Size of Tile 600 x 600 mm | Sqm | — | 250 1453.65 | 3,63,412.5 |
| 49 | Size of Tile 600 x 1200 mm | Sqm | — | 1200 1577.15 | 18,92,580 |
| 50 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | — | 250 3186.7 | 7,96,675 |
| 51 | 110 mm diameter | Metre | — | 110 377.4 | 41,514 |
| 52 | 110x110x110 mm | Each | — | 15 234.15 | 3,512.25 |
| 53 | 110 mm bend | Each | — | 15 150.35 | 2,255.25 |
| 54 | 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 | — | 2500 738.65 | 18,46,625 |
| 55 | Ridges plain (500 - 600mm) | Metre | — | 50 532.35 | 26,617.5 |
| 56 | 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. | Sqm | — | 1800 1528 | 27,50,400 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | — | 1500 333.35 | 5,00,025 |
| 58 | 1:3 (1 cement : 3 fine sand) | Sqm | — | 800 300.45 | 2,40,360 |
| 59 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | — | 600 262.7 | 1,57,620 |
| 60 | 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 | — | 600 185.65 | 1,11,390 |
| 61 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | — | 3000 193.7 | 5,81,100 |
| 62 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | — | 2200 67.4 | 1,48,280 |
| 63 | Two or more coats on new work | Sqm | — | 1200 155.9 | 1,87,080 |
| 64 | Two or more coats on new work | Sqm | — | 2500 146.8 | 3,67,000 |
| 65 | Two or more coats on new work | Sqm | — | 250 140.25 | 35,062.5 |
| 66 | Old work (one or more coats) | Sqm | — | 650 62.7 | 40,755 |
| 67 | One or more coats on old work | Sqm | — | 1500 102.8 | 1,54,200 |
| 68 | One or more coats on old work | Sqm | — | 3500 96 | 3,36,000 |
| 69 | One or more coats on old work | Sqm | — | 200 93.7 | 18,740 |
| 70 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | — | 600 75.8 | 45,480 |
| 71 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | — | 800 120.75 | 96,600 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | — | 20 6515.55 | 1,30,311 |
| 73 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | — | 12 1683.35 | 20,200.2 |
| 74 | 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 | — | 10 349.15 | 3,491.5 |
| 75 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | — | 20 1034.8 | 20,696 |
| 76 | 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 | — | 12 6940.75 | 83,289 |
| 77 | 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 | — | 15 1648.95 | 24,734.25 |
| 78 | 32 mm dia | Each | — | 30 119.55 | 3,586.5 |
| 79 | Rectangular shape 453x357 mm | Each | — | 15 1361.8 | 20,427 |
| 80 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | — | 25 1083.5 | 27,087.5 |
| 81 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | — | 21 122.4 | 2,570.4 |
| 82 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | — | 15 367.1 | 5,506.5 |
| 83 | 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 | — | 15 708.95 | 10,634.25 |
| 84 | 15 mm nominal dia Pipes | Metre | — | 150 286.8 | 43,020 |
| 85 | 20 mm nominal dia Pipes | Metre | — | 100 335 | 33,500 |
| 86 | 25 mm nominal dia Pipes | Metre | — | 50 401.55 | 20,077.5 |
| 87 | 40 mm nominal dia Pipes | Metre | — | 60 563.05 | 33,783 |
| 88 | 100 mm nominal dia Pipes | Metre | — | 75 3271.7 | 2,45,377.5 |
| 89 | 15 mm dia nominal bore | Metre | — | 120 322.15 | 38,658 |
| 90 | 20 mm dia nominal bore | Metre | — | 90 368.6 | 33,174 |
| 91 | 25 mm dia nominal bore | Metre | — | 60 467.75 | 28,065 |
| 92 | 40 mm dia nominal bore | Metre | — | 60 617.05 | 37,023 |
| 93 | 25 mm nominal bore | Each | — | 10 622.4 | 6,224 |
| 94 | 40 mm nominal bore | Each | — | 4 826.1 | 3,304.4 |
| 95 | 50 mm nominal bore | Each | — | 4 1026.65 | 4,106.6 |
| 96 | 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 | — | 7500 11 | 82,500 |
| 97 | 15 mm nominal bore | Each | — | 20 506.8 | 10,136 |
| 98 | 15 mm nominal bore | Each | — | 20 820.7 | 16,414 |
| 99 | 15 mm nominal bore | Each | — | 20 798.95 | 15,979 |
| 100 | 15 mm nominal bore | Each | — | 20 670.45 | 13,409 |
| 101 | 15mm nominal bore | Each | — | 15 574.3 | 8,614.5 |
| 102 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 20 125.6 | 2,512 |
| 103 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 25 118.5 | 2,962.5 |
| 104 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | — | 12 208.45 | 2,501.4 |
| 105 | 100 mm nominal dia | Each | — | 25 37.6 | 940 |
| 106 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | — | 10 523.8 | 5,238 |
| 107 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | — | 10 121.4 | 1,214 |
| 108 | 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 | — | 10 111.45 | 1,114.5 |
| 109 | 15 mm nominal bore with 45 cm length | Each | — | 20 121.9 | 2,438 |
| 110 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | — | 475 495.05 | 2,35,148.75 |
| 111 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | — | 450 598.6 | 2,69,370 |
| 112 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | — | 70 1505.25 | 1,05,367.5 |
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_121_compressed.pdf CORRECTION
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