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Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
18 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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)(1) 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 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 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. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
Defination of Similar Work :- Any Civil Engineering Work excluding zonal works.
21 conditions · 8 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.
The original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/HYB Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids). Railway will not assume any responsibility for any delay in case the BG is sent through courier/postal department. Any BG received by post/courier on or after the closing date of bid submission shall not be taken.
AII the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions / Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Tender value is including escalation of (-)15% (minus Fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
Hyderabad Division: Capacity Augmentation and Upgradation of Infrastructure Facilities at RRB/SC
108_DRM_W_HYB_26~SCR
108_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹6.8 L
25 Aug 2026
25 Aug 2026
4 Sept 2026
156 items across 5 schedules · ₹3,88,80,432.95 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 1160 | 15.08 | 17,492.8 |
| 2 | 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 | 116 | 494.1 | 57,315.6 |
| 3 | All kinds of soil | cum | 192 | 177.5 | 34,080 |
| 4 | Hard rock (blasting prohibited) | cum | 48 | 1,432.95 | 68,781.6 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 200 | 215.6 | 43,120 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 164 | 196 | 32,144 |
| 7 | All kinds of soil | cum | 50 | 126.8 | 6,340 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,123.75 | 1,06,187.5 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 20 | 310.05 | 6,201 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 139 | 392.15 | 54,508.85 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 225 | 842.5 | 1,89,562.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 973 | 927.25 | 9,02,214.25 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 633 | 736.4 | 4,66,141.2 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 213 | 961.3 | 2,04,756.9 |
| 15 | Under 20 cm wide | Metre | 70 | 208.55 | 14,598.5 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 50 | 951.1 | 47,555 |
| 17 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 51 | 8,752.55 | 4,46,380.05 |
| 18 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 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 with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 184 | 8,333.65 | 15,33,391.6 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,311.25 | 3,65,562.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,198.55 | 4,09,927.5 |
| 21 | Area of slab upto 0.50 sqm | Sqm | 100 | 3,414.8 | 3,41,480 |
| 22 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 23 | 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 | 89 | 1,267.95 | 1,12,847.55 |
| 24 | 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 | 50 | 5,015.05 | 2,50,752.5 |
| 25 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| 26 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,167.95 | 63,359 |
| 27 | 25 mm dia | Metre | 20 | 525.55 | 10,511 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 238.35 | 1,19,175 |
| 29 | 300x16 mm | Each | 35 | 216.55 | 7,579.25 |
| 30 | 250x10 mm | Each | 20 | 441.6 | 8,832 |
| 31 | 300x16 mm | Each | 10 | 303.25 | 3,032.5 |
| 32 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 33 | With 12 mm mild steel U beading | Sqm | 20 | 1,228 | 24,560 |
| 34 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 35.7 | 10,993.55 | 3,92,469.74 |
| 35 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 15 | 8,247.25 | 1,23,708.75 |
| 36 | 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 | 1000 | 772.4 | 7,72,400 |
| 37 | Size of Tile 1000x1000 mm | Sqm | 713 | 2,089.65 | 14,89,920.45 |
| 38 | Size of Tile 600 x 600 mm | Sqm | 150 | 1,464.85 | 2,19,727.5 |
| 39 | Size of Tile 600x600 mm | Sqm | 150 | 309.05 | 46,357.5 |
| 40 | Size of Tile 1000x1000 mm | Sqm | 713 | 174.5 | 1,24,418.5 |
| 41 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 100 | 3,186.7 | 3,18,670 |
| 42 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 4,481.3 | 4,48,130 |
| 43 | Flat surfaces | Sqm | 100 | 1,718.95 | 1,71,895 |
| 44 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 45 | 110 mm | Each | 60 | 136.15 | 8,169 |
| 46 | 110x110x110 mm | Each | 60 | 234.15 | 14,049 |
| 47 | 110 mm bend | Each | 60 | 150.35 | 9,021 |
| 48 | 110 mm Shoe | Each | 800 | 131.85 | 1,05,480 |
| 49 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 50 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 150 | 1,355.8 | 2,03,370 |
| 51 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 300 | 1,520.1 | 4,56,030 |
| 52 | 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 | 50 | 738.65 | 36,932.5 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 2106 | 383 | 8,06,598 |
| 54 | 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 | 1500 | 518.55 | 7,77,825 |
| 55 | Raised and cut pointing | Sqm | 50 | 419.9 | 20,995 |
| 56 | Raised and cut pointing | Sqm | 250 | 701.05 | 1,75,262.5 |
| 57 | 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 | 1695 | 193.7 | 3,28,321.5 |
| 58 | 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 | 1695 | 170.7 | 2,89,336.5 |
| 59 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1594 | 156.05 | 2,48,743.7 |
| 60 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 127 | 2,434.25 | 3,09,149.75 |
| 61 | In cement mortar | cum | 204 | 2,060.2 | 4,20,280.8 |
| 62 | In cement mortar | cum | 30 | 2,458.95 | 73,768.5 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 8,006.6 | 48,039.6 |
| 65 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 6 | 1,683.35 | 10,100.1 |
| 66 | 10 litre capacity - White | Each | 6 | 1,190.65 | 7,143.9 |
| 67 | 32 mm dia | Each | 6 | 119.55 | 717.3 |
| 68 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 10 | 1,607.95 | 16,079.5 |
| 69 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 1,975.15 | 19,751.5 |
| 70 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 6 | 7,979.2 | 47,875.2 |
| 71 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 6 | 18,212.9 | 1,09,277.4 |
| 72 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 73 | 50 mm nominal dia Pipes | Metre | 25 | 934.15 | 23,353.75 |
| 74 | 20 mm nominal dia Pipes | Metre | 25 | 537.6 | 13,440 |
| 75 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 76 | 25 mm nominal bore | Each | 6 | 464.05 | 2,784.3 |
| 77 | 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 | 6000 | 11 | 66,000 |
| 78 | 15 mm nominal bore | Each | 6 | 506.8 | 3,040.8 |
| 79 | 15 mm nominal bore | Each | 6 | 670.45 | 4,022.7 |
| 80 | 15mm nominal bore | Each | 6 | 574.3 | 3,445.8 |
| 81 | 150 mm diameter | Metre | 100 | 695.8 | 69,580 |
| 82 | 300 mm diameter | Metre | 100 | 2,064.15 | 2,06,415 |
| 83 | 150 mm diameter S.W. pipe | Metre | 100 | 743.1 | 74,310 |
| 84 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 85 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 86 | With brass cover plate minimum 1.25 mm thickness | Each | 15 | 2,966.1 | 44,491.5 |
| 87 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 100.8 | 8,042.3 | 8,10,663.84 |
| 88 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 50 | 16,112.1 | 8,05,605 |
| 89 | 150 mm nominal size dia | Metre | 60 | 793.25 | 47,595 |
| 90 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 50.4 | 1,509.8 | 76,093.92 |
| 91 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 25.2 | 1,538.25 | 38,763.9 |
| 92 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 10.8 | 1,538.25 | 16,613.1 |
| 93 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,844.65 | 4,92,232.5 |
| 94 | Frame size 65 x 100 mm | Metre | 10 | 1,111.3 | 11,113 |
| 95 | 30 mm thick | Sqm | 20 | 4,346.7 | 86,934 |
| Schedule total | ₹1,82,83,921.5 | ||||
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