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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
6 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Deposit Work
WORKS
13 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 RupeesN = 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender.b) Primary nature of work is Construction of Buildings up to G+3 storeys and Definition of Similar nature of work is Construction of any building /Civil Engineering structure
4 conditions · 1 needing a document upload
Please refer to the instructions under "SPECIAL INSTRUCTIONS & GUIDELINES FOR SUBMITTING e-TENDERS" at Page Nos. 3-9 of TenderDocument.
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.
Maintenance/modification various offices of central railway Construction organisation at CSMT (CAO (C ), FA & CAO (C ), ORH CSMT, Dy CE (C ), Dy CEE (C ), Dy. FA (C ) dadar, & sub ordinate rest house Nirmal Park Byculla for a period of 02 years
eDyCECDR-02-2026~CR
eDyCECDR-02-2026
Open
Works - General
24 Months
Mumbai, Maharashtra
₹0
₹6.0 L
10 Sept 2026
10 Sept 2026
22 Sept 2026
85 items across 1 schedule · ₹1,40,68,653.6 total
| # | 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 | 231 | 494.1 | 1,14,137.1 |
| 2 | All kinds of soil | cum | 8 | 177.5 | 1,420 |
| 3 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 8 | 410.85 | 3,286.8 |
| 4 | 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 | 8 | 9,045.75 | 72,366 |
| 5 | 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 | 8 | 10,852.95 | 86,823.6 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 23 | 392.15 | 9,019.45 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 15 | 927.25 | 13,908.75 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 19 | 961.3 | 18,264.7 |
| 9 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 8 | 392.15 | 3,137.2 |
| 10 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the 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 | 2 | 14,325.95 | 28,651.9 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 385 | 107.85 | 41,522.25 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 154 | 107.85 | 16,608.9 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 9,105.95 | 1,36,589.25 |
| 14 | cum | 23 | 169.45 | 3,897.35 | |
| 15 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 19 | 1,123.8 | 21,352.2 |
| 16 | Area of slab upto 0.50 sqm | Sqm | 154 | 5,413.5 | 8,33,679 |
| 17 | Area of slab over 0.50 sqm | Sqm | 120 | 5,136.3 | 6,16,356 |
| 18 | Granite work | Metre | 351 | 510.95 | 1,79,343.45 |
| 19 | Fastener with threaded dia 6 mm | Each | 112 | 36.75 | 4,116 |
| 20 | Fastener with threaded dia 10 mm | Each | 77 | 40 | 3,080 |
| 21 | 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 | 347 | 1,267.95 | 4,39,978.65 |
| 22 | 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 | 15 | 5,015.05 | 75,225.75 |
| 23 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 129 | 2,392.65 | 3,08,651.85 |
| 25 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 127 | 462.35 | 58,718.45 |
| 26 | 25 mm dia | Metre | 96 | 525.55 | 50,452.8 |
| 27 | Fixed to steel windows by welding | Kg | 2387 | 219.1 | 5,22,991.7 |
| 28 | With 12 mm mild steel U beading | Sqm | 131 | 939.2 | 1,23,035.2 |
| 29 | 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 | 34 | 3,720.75 | 1,26,505.5 |
| 30 | 1.0 mm thick | Sqm | 146 | 897.3 | 1,31,005.8 |
| 31 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 50 | 5,207.45 | 2,60,372.5 |
| 32 | 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 | 1525 | 133.7 | 2,03,892.5 |
| 33 | Hot finished seamless type tubes | Kg | 1702 | 206.35 | 3,51,207.7 |
| 34 | 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 | 443 | 772.4 | 3,42,173.2 |
| 35 | 5.5 mm thick glass panes | Sqm | 48 | 1,390.15 | 66,727.2 |
| 36 | Size of Tile 600x600 mm | Sqm | 732 | 1,553.45 | 11,37,125.4 |
| 37 | Size of Tile 800x800 mm | Sqm | 1386 | 1,885.5 | 26,13,303 |
| 38 | Size of Tile 600 x 1200 mm | Sqm | 327 | 1,797.3 | 5,87,717.1 |
| 39 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 15 | 6,603.35 | 99,050.25 |
| 40 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 85 | 1,257.55 | 1,06,891.75 |
| 41 | Flat surfaces | Sqm | 32 | 1,718.95 | 55,006.4 |
| 42 | 110 mm diameter | Metre | 39 | 377.4 | 14,718.6 |
| 43 | 110 mm | Each | 6 | 127.6 | 765.6 |
| 44 | 110x110x110 mm | Each | 8 | 234.15 | 1,873.2 |
| 45 | 110 mm bend | Each | 8 | 150.35 | 1,202.8 |
| 46 | 110 mm | Each | 17 | 371.3 | 6,312.1 |
| 47 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 270 | 1,520.1 | 4,10,427 |
| 48 | 1:4 (1 cement: 4 fine sand) | Sqm | 308 | 347.05 | 1,06,891.4 |
| 49 | 1:4 (1 cement: 4 fine sand) | Sqm | 385 | 471.35 | 1,81,469.75 |
| 50 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 316 | 537.45 | 1,69,834.2 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1540 | 262.7 | 4,04,558 |
| 52 | 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 | 770 | 160.6 | 1,23,662 |
| 53 | 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 | 1540 | 193.7 | 2,98,298 |
| 54 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 169 | 176.25 | 29,786.25 |
| 55 | 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 | 154 | 170.7 | 26,287.8 |
| 56 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 162 | 1,360.45 | 2,20,392.9 |
| 57 | 3 mm thick | Sqm | 289 | 560.95 | 1,62,114.55 |
| 58 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 12 | 2,434.25 | 29,211 |
| 59 | In cement mortar | cum | 23 | 2,060.2 | 47,384.6 |
| 60 | For thickness of tiles 10 mm to 25 mm | Sqm | 308 | 73.4 | 22,607.2 |
| 61 | 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 | 385 | 54.65 | 21,040.25 |
| 62 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 308 | 56.35 | 17,355.8 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 64 | 610x460 mm bowl depth 200 mm | Each | 5 | 3,873.8 | 19,369 |
| 65 | 40 mm dia | Each | 8 | 116.7 | 933.6 |
| 66 | 40 mm dia | Each | 8 | 119.55 | 956.4 |
| 67 | 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 | 8 | 1,083.5 | 8,668 |
| 68 | C.P. brass | Each | 8 | 803.7 | 6,429.6 |
| 69 | 20 mm nominal dia Pipes | Metre | 52 | 537.6 | 27,955.2 |
| 70 | 25 mm nominal dia Pipes | Metre | 32 | 627.25 | 20,072 |
| 71 | 25 mm nominal dia Pipes | Metre | 54 | 355.4 | 19,191.6 |
| 72 | 15 mm nominal bore | Each | 12 | 97.75 | 1,173 |
| 73 | 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 | 3080 | 11 | 33,880 |
| 74 | With common burnt clay F.P.S. (non modular) bricks | Each | 12 | 416.8 | 5,001.6 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1016 | 495.05 | 5,02,970.8 |
| 76 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 385 | 530.9 | 2,04,396.5 |
| 77 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 385 | 634.45 | 2,44,263.25 |
| 78 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 92 | 1,505.25 | 1,38,483 |
| 79 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 85 | 638.35 | 54,259.75 |
| 80 | 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 | 85 | 617.05 | 52,449.25 |
| 81 | 50mm average thickness | Sqm | 231 | 256.35 | 59,216.85 |
| 82 | Bars upto 12 mm diameter | Metre | 308 | 8.25 | 2,541 |
| 83 | 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 | 231 | 141.2 | 32,617.2 |
| 84 | 12 mm average thickness. | Sqm | 154 | 388.65 | 59,852.1 |
| 85 | 25 mm average thickness in 2 layers. | Sqm | 154 | 587.35 | 90,451.9 |
| Schedule total | ₹1,40,68,653.6 | ||||
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