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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹94.3 L
EMD Value
₹1.9 L
Closing Date
3 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 months.
1)(A) CSMT-Provision of gang hut for P-way staff between PF No-9 & 10 offices at CSMT. (B) CSMT-Provision of toilet blocks and sceptic tank for the proposed gang hut and existing C&W and train lighting staff near PF No.9 & 10 at CSMT. 2)CSMT- Removal of vegetation from service building, cleaning of civil debris from circulating area, and leveling work under SSE/W/CSMT. (Period One Year).
CR-DRMWBB-2026-02-05~CR
CR-DRMWBB-2026-02-05
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹1.9 L
3 Feb 2026
8 Jan 2026
20 Jan 2026
181 items across 4 schedules · ₹1,11,56,903.59 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 180 | 177.5 | 31,950 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 2 | 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 | 11 | 7,878.5 | 86,663.5 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 3 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 64 | 392.15 | 25,097.6 |
| 4 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 9 | 927.25 | 8,345.25 |
| 5 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 29 | 736.4 | 21,355.6 |
| 6 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 18 | 961.3 | 17,303.4 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 7 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 10000 | 107.85 | 10,78,500 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 8000 | 107.85 | 8,62,800 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 9 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 51 | 9,655.7 | 4,92,440.7 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 10 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 27 | 10,011.35 | 2,70,306.45 |
| MASONRY WORK | — | — | — | — | |
| EXPOSED BRICK WALL | — | — | — | — | |
| 11 | 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 | 38 | 10,195.45 | 3,87,427.1 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 12 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 13 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer- in-Charge. | — | — | — | — | |
| 14 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 15 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 2,392.65 | 19,141.2 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 16 | 300x16 mm | Each | 16 | 216.55 | 3,464.8 |
| Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 17 | 250x10 mm | Each | 16 | 83.9 | 1,342.4 |
| STAINLESS STEEL FITTINGS | — | — | — | — | |
| Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : | — | — | — | — | |
| 18 | 100X58X1.90 mm | Each | 12 | 107.1 | 1,285.2 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. | — | — | — | — | |
| 19 | 1.0 mm thick | Sqm | 16 | 897.3 | 14,356.8 |
| Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. | — | — | — | — | |
| 20 | 100mm | Each | 16 | 90.45 | 1,447.2 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 21 | 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 | 133.7 | 1,33,700 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 22 | Hot finished welded type tubes | Kg | 200 | 194.4 | 38,880 |
| FLOORING | — | — | — | — | |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 23 | Size of Tile 600x600 mm | Sqm | 72 | 1,553.45 | 1,11,848.4 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 24 | 1:4 (1 cement: 4 fine sand) | Sqm | 162 | 399.45 | 64,710.9 |
| CEMENT PLASTER IN TWO COATS | — | — | — | — | |
| 25 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 108 | 518.55 | 56,003.4 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 26 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 162 | 262.7 | 42,557.4 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 27 | 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 | 270 | 193.7 | 52,299 |
| 28 | 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 | 500 | 170.7 | 85,350 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 29 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 50 | 1,503.6 | 75,180 |
| 30 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | — | — | — | — | |
| 31 | Channels, angles, tees and flats | Kg | 500 | 2.3 | 1,150 |
| 32 | 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 | 200 | 263.95 | 52,790 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 33 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 64 | 495.05 | 31,683.2 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 34 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 64 | 598.6 | 38,310.4 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 35 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 18 | 1,505.25 | 27,094.5 |
| Schedule total | ₹45,48,890.4 | ||||
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