Loading
Loading…
Loading…
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
11 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
24 conditions · 6 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Para 5(3) ii. Part I of GCC shall be read as under: The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids [i.e. excluding the last date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE- I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote their rates considering the latest GST rate.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
(i) Repairs to damaged station approach area including road connected to L.C. Gates in side Railway premises with all other ancillary works under the jurisdiction of Assistant Engineer/Barasat. (ii) At Barasat & Sonarpur: Construction of 07 nos. Gang Hut & ladies changing room- 3/BT, 8/BT, 10/BT & 11/BT under Senior Section Engineer/P.Way/Barasat & DTM-1, DTM-3 & 2C under Senior Section Engineer/P.Way/Sonarpur with all other ancillary works under Assistant Engineer/Barasat & Assistant Engineer/Baruipur. (iii) Upgradation and interlocking of manned Non Interlocked LC Gate No. 31E in Lakshmikantapur-Nishchindapur section & 57E in Bangaon Junction-Petrapole section of Sealdah Division.
TN-140-26-27~ER
TN-140-26-27
Open
Works - General
18 Months
Kolkata, West Bengal
₹0
₹5.5 L
20 Aug 2026
20 Aug 2026
28 Aug 2026
172 items across 3 schedules · ₹8,39,120.42 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | — | 676 260.3 | 1,75,962.8 |
| 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 | — | 116 196 | 22,736 |
| 3 | All kinds of soil | Sqm | — | 900 34.15 | 30,735 |
| 4 | 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 | — | 900 17.6 | 15,840 |
| 5 | 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 | — | 52 8340.85 | 4,33,724.2 |
| 6 | 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 | — | 20 7878.5 | 1,57,570 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | — | 62 7294.7 | 4,52,271.4 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | — | 17 7178.75 | 1,22,038.75 |
| 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 | — | 16 10357.55 | 1,65,720.8 |
| 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 | — | 90 9045.75 | 8,14,117.5 |
| 11 | 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 | — | 71 10852.95 | 7,70,559.45 |
| 12 | cum | — | 93 11505.5 | 10,70,011.5 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 342 392.15 | 1,34,115.3 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 622 927.25 | 5,76,749.5 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 615 736.4 | 4,52,886 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 325 961.3 | 3,12,422.5 |
| 17 | Under 20 cm wide | Metre | — | 240 208.55 | 50,052 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | — | 20 951.1 | 19,022 |
| 19 | 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 | — | 32 10585.9 | 3,38,748.8 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24650 | 107.85 | 26,58,502.5 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2888 | 107.85 | 3,11,470.8 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 237 7132.25 | 16,90,343.25 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | — | 50 6504.9 | 3,25,245 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 361 9105.95 | 32,87,247.95 |
| 25 | cum | — | 50 169.45 | 8,472.5 | |
| 26 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | — | 106 905.05 | 95,935.3 |
| 27 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | — | 163 1123.8 | 1,83,179.4 |
| 28 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | — | 106 15 | 1,590 |
| 29 | 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 | — | 246 1267.95 | 3,11,915.7 |
| 30 | Sal wood | cum | — | .35 116520.3 | 40,782.11 |
| 31 | 30 mm thick shutters | Sqm | — | 10 2676.85 | 26,768.5 |
| 32 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | — | 2 2241.8 | 4,483.6 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | — | 13 3167.95 | 41,183.35 |
| 34 | Fixed to steel windows by welding | Kg | 2285 | 219.1 | 5,00,643.5 |
| 35 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2200 | 238.35 | 5,24,370 |
| 36 | 250x16 mm | Each | — | 22 193.7 | 4,261.4 |
| 37 | 150x10 mm | Each | — | 60 59.45 | 3,567 |
| 38 | 100x10 mm | Each | — | 24 44.3 | 1,063.2 |
| 39 | 125 mm | Each | — | 84 39.95 | 3,355.8 |
| 40 | 100X58X1.90 mm | Each | — | 96 107.1 | 10,281.6 |
| 41 | 200x10 mm | Each | — | 12 358.4 | 4,300.8 |
| 42 | 125 mm | Each | — | 16 256.65 | 4,106.4 |
| 43 | 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 | — | 162 570.95 | 92,493.9 |
| 44 | 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 | — | 61 3720.75 | 2,26,965.75 |
| 45 | 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 | 1185 | 117.35 | 1,39,059.75 |
| 46 | 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 | 2000 | 133.7 | 2,67,400 |
| 47 | 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 | — | 45 11439.6 | 5,14,782 |
| 48 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | — | 19.2 5804.35 | 1,11,443.52 |
| 49 | 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 | — | 355 792.05 | 2,81,177.75 |
| 50 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | — | 190 614.2 | 1,16,698 |
| 51 | 25 mm thick | Sqm | — | 550 1948.25 | 10,71,537.5 |
| 52 | Size of Tile 600 x 600 mm | Sqm | — | 26 1464.85 | 38,086.1 |
| 53 | Size of Tile 600x600 mm | Sqm | — | 80 1623.05 | 1,29,844 |
| 54 | 110 mm diameter | Metre | — | 142 377.4 | 53,590.8 |
| 55 | 110x110x110 mm | Each | — | 20 234.15 | 4,683 |
| 56 | 110 mm bend | Each | — | 74 150.35 | 11,125.9 |
| 57 | 110 mm Shoe | Each | — | 16 131.85 | 2,109.6 |
| 58 | 110 mm | Each | — | 80 371.3 | 29,704 |
| 59 | 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 | — | 80 738.65 | 59,092 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 2920 | 333.35 | 9,73,382 |
| 61 | 1:6 (1 cement: 6 coarse sand) | Sqm | — | 900 343.65 | 3,09,285 |
| 62 | 1:3 (1 cement: 3 fine sand) | Sqm | — | 810 439.25 | 3,55,792.5 |
| 63 | 1:4 (1 cement: 4 fine sand) | Sqm | — | 806 425.55 | 3,42,993.3 |
| 64 | 1:3 (1 cement : 3 fine sand) | Sqm | — | 410 300.45 | 1,23,184.5 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1470 | 262.7 | 3,86,169 |
| 66 | 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 | 1728 | 185.65 | 3,20,803.2 |
| 67 | 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 | 1000 | 160.6 | 1,60,600 |
| 68 | 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 | 1310 | 171.1 | 2,24,141 |
| 69 | 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 | — | 240 170.7 | 40,968 |
| 70 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | — | 150 181.25 | 27,187.5 |
| 71 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | — | 410 226.25 | 92,762.5 |
| 72 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 5200 | 6.15 | 31,980 |
| 73 | One or more coats on old work | Sqm | — | 84 102.8 | 8,635.2 |
| 74 | 90 mm to 45 mm size stone aggregate | cum | — | 300 2098.4 | 6,29,520 |
| 75 | 63 mm to 45 mm size stone aggregate | cum | — | 138 1636.05 | 2,25,774.9 |
| 76 | Stone screening 13.2 mm nominal size (Type A) | cum | — | 112 2034.35 | 2,27,847.2 |
| 77 | 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 | — | 498 1046.95 | 5,21,381.1 |
| 78 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | — | 120 194.3 | 23,316 |
| 79 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | — | 330 33.3 | 10,989 |
| 80 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | — | 196 644.05 | 1,26,233.8 |
| 81 | Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: | Sqm | — | 500 225.35 | 1,12,675 |
| 82 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 3000 | 175.1 | 5,25,300 |
| 83 | On W.B.M. @ 0.75 Kg / sqm | Sqm | — | 500 60.5 | 30,250 |
| 84 | On bituminous surface @ 0.50 Kg / sqm | Sqm | — | 500 48.2 | 24,100 |
| 85 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 3000 | 13.45 | 40,350 |
| 86 | On bituminous surface @ 0.25kg/sqm | Sqm | 3000 | 9.2 | 27,600 |
| 87 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 3500 | 281 | 9,83,500 |
| 88 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 3500 | 505.65 | 17,69,775 |
| 89 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 3500 | 88.55 | 3,09,925 |
| 90 | New work (Two or more coats) | Sqm | — | 60 288.9 | 17,334 |
| 91 | Overhead informatory road signage | Sqm | — | 10 5879.9 | 58,799 |
| 92 | 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 | — | 200 747.8 | 1,49,560 |
| 93 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | — | 14 6767.4 | 94,743.6 |
| 94 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | — | 8 6258.75 | 50,070 |
| 95 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | — | 8 2648.85 | 21,190.8 |
| 96 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | — | 6 1879.2 | 11,275.2 |
| 97 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | — | 4 1550.6 | 6,202.4 |
| 98 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | — | 4 2784.95 | 11,139.8 |
| 99 | 10 litre capacity - White | Each | — | 4 1190.65 | 4,762.6 |
| 100 | White solid plastic seat with lid | Each | — | 4 684.85 | 2,739.4 |
| 101 | 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 | — | 7 1648.95 | 11,542.65 |
| 102 | 32 mm dia | Each | — | 6 119.55 | 717.3 |
| 103 | 40 mm dia | Each | — | 20 119.55 | 2,391 |
| 104 | Rectangular shape 453x357 mm | Each | — | 8 1361.8 | 10,894.4 |
| 105 | Oval shape 450x350 mm (outer dimensions) | Each | — | 4 1377.1 | 5,508.4 |
| 106 | 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 | — | 16 1083.5 | 17,336 |
| 107 | Sand cast iron S&S pipe as per IS: 1729 | Metre | — | 24 1151.9 | 27,645.6 |
| 108 | Sand cast iron S&S as per IS - 1729 | Each | — | 12 598.5 | 7,182 |
| 109 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | — | 8 673.4 | 5,387.2 |
| 110 | 15 mm nominal dia Pipes | Metre | — | 10 286.8 | 2,868 |
| 111 | 20 mm nominal dia Pipes | Metre | — | 60 335 | 20,100 |
| 112 | 25 mm nominal dia Pipes | Metre | — | 110 401.55 | 44,170.5 |
| 113 | 15 mm nominal dia Pipes | Metre | — | 180 497.8 | 89,604 |
| 114 | 20 mm nominal dia Pipes | Metre | — | 120 537.6 | 64,512 |
| 115 | 25 mm nominal dia Pipes | Metre | — | 25 355.4 | 8,885 |
| 116 | 25 mm dia nominal bore | Metre | — | 160 467.75 | 74,840 |
| 117 | 40 mm dia nominal bore | Metre | — | 320 617.05 | 1,97,456 |
| 118 | 50 mm dia nominal bore | Metre | — | 200 762.15 | 1,52,430 |
| 119 | 25 to 40 mm nominal bore | Each | — | 40 911.9 | 36,476 |
| 120 | 50 to 80 mm nominal bore | Each | — | 20 1785.35 | 35,707 |
| 121 | 25 mm nominal bore | Each | — | 10 622.4 | 6,224 |
| 122 | 40 mm nominal bore | Each | — | 16 826.1 | 13,217.6 |
| 123 | 50 mm nominal bore | Each | — | 8 1026.65 | 8,213.2 |
| 124 | Up to 6 metres depth | Metre | — | 12 747.9 | 8,974.8 |
| 125 | Beyond 6 m and up to 12 m depth | Metre | — | 12 884.85 | 10,618.2 |
| 126 | Beyond 12 m and up to 18 m depth | Metre | — | 12 1025.95 | 12,311.4 |
| 127 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | — | 8 960.3 | 7,682.4 |
| 128 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | Metre | — | 44 546 | 24,024 |
| 129 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. | Each | — | 2 1321.65 | 2,643.3 |
| 130 | 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 | 9000 | 11 | 99,000 |
| 131 | 15 mm nominal bore | Each | — | 16 798.95 | 12,783.2 |
| 132 | 15 mm nominal bore | Each | — | 24 670.45 | 16,090.8 |
| 133 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 16 125.6 | 2,009.6 |
| 134 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 8 118.5 | 948 |
| 135 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | — | 6 208.45 | 1,250.7 |
| 136 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | — | 8 523.8 | 4,190.4 |
| 137 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | — | 12 156.9 | 1,882.8 |
| 138 | 15 mm nominal bore with 30cm length | Each | — | 12 96.35 | 1,156.2 |
| 139 | 15 mm nominal bore with 45 cm length | Each | — | 8 121.9 | 975.2 |
| 140 | 25mm nominal bore, weighing not less than 62 gms | Each | — | 6 113.35 | 680.1 |
| 141 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | — | 363 495.05 | 1,79,703.15 |
| 142 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | — | 200 598.6 | 1,19,720 |
| 143 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | — | 77 1176.8 | 90,613.6 |
| 144 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | — | 18 8042.3 | 1,44,761.4 |
| 145 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | — | 38 2024.5 | 76,931 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Annexure-B-LOC.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
CheckList.pdf
ATTACHMENT
ANNEXURE-C-LOC2.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
annexureVIBcontractualturnoverdata.pdf
ATTACHMENT
annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
ATTACHMENT
tmtbarsdecontrolled.pdf
ATTACHMENT
Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
ATTACHMENT
TenderDocumentChapterI-II.pdf
ATTACHMENT
JPODIGGING.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
GCCACSUPRO-11IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_1111_compressed.pdf
ATTACHMENT
2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.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 [email protected].