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Tender Value
₹3.6 Cr
EMD Value
₹3.3 L
Closing Date
20 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN CSTM
17 conditions · 2 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(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (For more details refer attached documents).
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
For more details refer attached documents
Defination of Similar Work :- Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
16 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).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) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
Maintenance period is 12 month.
CSMT- Structural repair of TMS building at PF No-7, CSMT.
CR-DRMWBB-2025-44-07~CR
CR-DRMWBB-2025-44-07
Open
Works - General
8 Months
Mumbai, Maharashtra
₹0
₹3.3 L
20 Jan 2026
18 Dec 2025
30 Dec 2025
98 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 200 | 411.3 | 82,260 |
| 2 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 50 | 8,890.8 | 4,44,540 |
| 3 | Area of slab upto 0.50 sqm | Sqm | 80 | 4,679.35 | 3,74,348 |
| 4 | Area of slab over 0.50 sqm | Sqm | 144 | 4,425.35 | 6,37,250.4 |
| 5 | Area of slab upto 0.50 sqm | Sqm | 50 | 3,555.45 | 1,77,772.5 |
| 6 | Area of slab over 0.50 sqm | Sqm | 50 | 3,301.45 | 1,65,072.5 |
| 7 | Granite work | Metre | 200 | 418.85 | 83,770 |
| 8 | Decorative veneer facings approved manufacture | Sqm | 240 | 1,645.8 | 3,94,992 |
| 9 | 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 | 308 | 1,063.45 | 3,27,542.6 |
| 10 | 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm 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 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 1232 | 4,474.2 | 55,12,214.4 |
| 11 | 12 mm thick | Sqm | 240 | 667.1 | 1,60,104 |
| 12 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 2,015.75 | 40,315 |
| 13 | 20 mm dia (heavy type) | Metre | 96 | 152.65 | 14,654.4 |
| 14 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 197.7 | 98,850 |
| 15 | With 12 mm mild steel U beading | Sqm | 154 | 812.4 | 1,25,109.6 |
| 16 | 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 | 50 | 856.3 | 42,815 |
| 17 | 100x63x4 mm | Each | 360 | 97.6 | 35,136 |
| 18 | 300x16 mm | Each | 240 | 260.3 | 62,472 |
| 19 | 250x10 mm | Each | 120 | 104.4 | 12,528 |
| 20 | 100 mm | Each | 240 | 53.25 | 12,780 |
| 21 | Single rubber stopper | Each | 120 | 35.5 | 4,260 |
| 22 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. | Each | 120 | 739.8 | 88,776 |
| 23 | 1.0 mm thick | Sqm | 2454 | 764 | 18,74,856 |
| 24 | Three track three panels sliding window made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) | Sqm | 135 | 9,183.3 | 12,39,745.5 |
| 25 | Providing and fixing 19mm 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 | 1227 | 2,339.6 | 28,70,689.2 |
| 26 | 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 | 1000 | 111.95 | 1,11,950 |
| 27 | Hot finished welded type tubes | Kg | 200 | 154.9 | 30,980 |
| 28 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 100 | 102.25 | 10,225 |
| 29 | M.S. tube | Kg | 100 | 157.15 | 15,715 |
| 30 | 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, i/c 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 | 100 | 612.25 | 61,225 |
| 31 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 32 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 25 | 2,038.55 | 50,963.75 |
| 33 | Size of Tile 600x600 mm | Sqm | 847 | 1,416.65 | 11,99,902.55 |
| 34 | Size of Tile 800x800 mm | Sqm | 242 | 1,879.95 | 4,54,947.9 |
| 35 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 36 | 110 mm | Each | 10 | 119.95 | 1,199.5 |
| 37 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 38 | 110 mm Shoe | Each | 10 | 115.95 | 1,159.5 |
| 39 | 110 mm | Each | 50 | 309.5 | 15,475 |
| 40 | 1:4 (1 cement: 4 fine sand) | Sqm | 3597 | 294.85 | 10,60,575.45 |
| 41 | 1:4 (1 cement: 4 fine sand) | Sqm | 1524 | 339.7 | 5,17,702.8 |
| 42 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 804 | 442.75 | 3,55,971 |
| 43 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5925 | 214.3 | 12,69,727.5 |
| 44 | 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 | 5925 | 158.95 | 9,41,778.75 |
| 45 | 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 | 5000 | 140.05 | 7,00,250 |
| 46 | Orissa pattern W.C Pan of size 580x440 mm | Each | 6 | 3,850.65 | 23,103.9 |
| 47 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 48 | Of area beyond 3 sq. metres | Each | 80 | 414.55 | 33,164 |
| 49 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 1000 | 3.2 | 3,200 |
| 50 | For thickness of tiles 10 mm to 25 mm | Sqm | 1200 | 60.5 | 72,600 |
| 51 | 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 | 5000 | 45.05 | 2,25,250 |
| 52 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 5,540.55 | 33,243.3 |
| 53 | Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern | Each | 3 | 11,256.4 | 33,769.2 |
| 54 | 610x460 mm bowl depth 200 mm | Each | 6 | 3,337.85 | 20,027.1 |
| 55 | 10 litre capacity - White | Each | 4 | 1,023.05 | 4,092.2 |
| 56 | Rectangular shape 453x357 mm | Each | 6 | 1,158.95 | 6,953.7 |
| 57 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 6 | 204.7 | 1,228.2 |
| 58 | 20 mm nominal dia Pipes | Metre | 10 | 325.1 | 3,251 |
| 59 | 32 mm nominal dia Pipes | Metre | 10 | 500.95 | 5,009.5 |
| 60 | 40 mm nominal dia Pipes | Metre | 10 | 674.35 | 6,743.5 |
| 61 | 50 mm nominal dia Pipes | Metre | 10 | 811.85 | 8,118.5 |
| 62 | 80 mm nominal dia Pipes | Metre | 10 | 1,990.4 | 19,904 |
| 63 | 100 mm nominal dia Pipes | Metre | 10 | 2,811.75 | 28,117.5 |
| 64 | 15 mm dia nominal bore | Metre | 10 | 485.2 | 4,852 |
| 65 | 20 mm dia nominal bore | Metre | 10 | 541.1 | 5,411 |
| 66 | 25 mm dia nominal bore | Metre | 10 | 417.95 | 4,179.5 |
| 67 | 40 mm dia nominal bore | Metre | 10 | 558.35 | 5,583.5 |
| 68 | 50 mm dia nominal bore | Metre | 10 | 654.2 | 6,542 |
| 69 | 15 mm nominal bore | Each | 10 | 303.85 | 3,038.5 |
| 70 | 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. | Litre | 20000 | 9.7 | 1,94,000 |
| 71 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 5 | 170.05 | 850.25 |
| 72 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 5 | 113.85 | 569.25 |
| 73 | 100 mm nominal dia | Each | 5 | 33.2 | 166 |
| 74 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 3706 | 433.95 | 16,08,218.7 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1104 | 531.8 | 5,87,107.2 |
| 76 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 1266 | 1,325.55 | 16,78,146.3 |
| 77 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer- in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 30 | 4,540.7 | 1,36,221 |
| 78 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 18 | 516.6 | 9,298.8 |
| 79 | 75mm average thickness | Sqm | 1000 | 311.95 | 3,11,950 |
| 80 | 50mm average thickness | Sqm | 1601 | 211.55 | 3,38,691.55 |
| 81 | 25 mm average thickness | Sqm | 2561 | 104.6 | 2,67,880.6 |
| 82 | Bars upto 12 mm diameter | Metre | 30000 | 6.65 | 1,99,500 |
| 83 | Bars above 12 mm diameter | Metre | 30000 | 13.35 | 4,00,500 |
| 84 | Upto and including 12mm dia. | Each | 800 | 121.95 | 97,560 |
| 85 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 5000 | 117.75 | 5,88,750 |
| 86 | 12 mm average thickness. | Sqm | 1623 | 333 | 5,40,459 |
| 87 | 25 mm average thickness in 2 layers. | Sqm | 935 | 510.5 | 4,77,317.5 |
| 88 | 50 mm average thickness in 3 layers. | Sqm | 935 | 1,020.95 | 9,54,588.25 |
| 89 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 935 | 567.25 | 5,30,378.75 |
| 90 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 935 | 850.85 | 7,95,544.75 |
| 91 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 935 | 567.25 | 5,30,378.75 |
| 92 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 935 | 850.85 | 7,95,544.75 |
| 93 | 100mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 173 | 1,134.45 | 1,96,259.85 |
| 94 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in- charge. | Sqm | 1623 | 820.8 | 13,32,158.4 |
| 95 | Frame size 50 x 100 mm | Metre | 60 | 853 | 51,180 |
| 96 | Frame size 65 x 100 mm | Metre | 10 | 1,000.15 | 10,001.5 |
| 97 | 30 mm thick | Sqm | 4 | 4,327.7 | 17,310.8 |
| 98 | 25 mm thick | Sqm | 24 | 3,530.3 | 84,727.2 |
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