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Tender Value
₹6.9 Cr
EMD Value
₹13.9 L
Closing Date
12 Jun 2026, 3:00 pmClosed
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 work consisting of steel fabrication and erection of: FOB OR Steel/Composite girder Bridges OR ROB with Steel Composite girder OR Industrial Shed OR PF shelter (steel) OR Microwave/HT tower OR Replacement of steel members/repairs on steel girder Bridges OR Steel Sleepers over girder Bridges
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: Upgradation/Development of Infrastructure Facilities for Wheel Shop at CWS/LGD
59_DRM_W_HYB_26
59_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹13.9 L
12 Jun 2026
20 May 2026
29 May 2026
132 items across 6 schedules · ₹8,01,50,900.29 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum-km | 12090 | 15.08 | 1,82,317.2 |
| 2 | 5km | cum | 1466.14 | 326.68 | 4,78,958.62 |
| 3 | 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 | 1209 | 494.1 | 5,97,366.9 |
| 4 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 1466.14 | 283.98 | 4,16,354.44 |
| 5 | All kinds of soil | cum | 1342 | 177.5 | 2,38,205 |
| 6 | Hard rock (blasting prohibited) | cum | 150 | 1,432.95 | 2,14,942.5 |
| 7 | 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 | 922 | 196 | 1,80,712 |
| 8 | All kinds of soil | cum | 1209 | 126.8 | 1,53,301.2 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 180 | 2,123.75 | 3,82,275 |
| 10 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 300 | 310.05 | 93,015 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 392.15 | 1,96,075 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 800 | 927.25 | 7,41,800 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 500 | 736.4 | 3,68,200 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 351 | 961.3 | 3,37,416.3 |
| 15 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 150 | 8,752.55 | 13,12,882.5 |
| 16 | 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 | 379.36 | 10,195.45 | 38,67,745.91 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 7,311.25 | 5,48,343.75 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 38 | 8,198.55 | 3,11,544.9 |
| 19 | Area of slab upto 0.50 sqm | Sqm | 50 | 3,414.8 | 1,70,740 |
| 20 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 21 | Granite work | Metre | 25 | 510.95 | 12,773.75 |
| 22 | 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 | 150 | 1,267.95 | 1,90,192.5 |
| 23 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 24 | 35 mm thick shutters | Sqm | 25 | 4,111.95 | 1,02,798.75 |
| 25 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 25 | 2,241.8 | 56,045 |
| 26 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 5 | 1,800.45 | 9,002.25 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 3,167.95 | 76,030.8 |
| 28 | 50x12 mm | Metre | 50 | 221.1 | 11,055 |
| 29 | 25 mm dia | Metre | 65 | 525.55 | 34,160.75 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 750 | 238.35 | 1,78,762.5 |
| 31 | 300x16 mm | Each | 50 | 216.55 | 10,827.5 |
| 32 | 250x10 mm | Each | 40 | 441.6 | 17,664 |
| 33 | 40 mm | Each | 20 | 311.2 | 6,224 |
| 34 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 35 | Size 40 mm | Each | 20 | 319.75 | 6,395 |
| 36 | 250x10 mm | Each | 20 | 115.15 | 2,303 |
| 37 | 75 mm | Each | 22 | 51.75 | 1,138.5 |
| 38 | Twin rubber stopper | Each | 68 | 72.35 | 4,919.8 |
| 39 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | Sqm | 22 | 2,969.25 | 65,323.5 |
| 40 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 30 | 3,253.8 | 97,614 |
| 41 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 50 | 492.7 | 24,635 |
| 42 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 45 | 10,874.2 | 4,89,339 |
| 43 | 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 | 64 | 11,439.6 | 7,32,134.4 |
| 44 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 30 | 3,191.35 | 95,740.5 |
| 45 | Providing and fixing ball bearing for rolling shutters. | Each | 12 | 492.35 | 5,908.2 |
| 46 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 30 | 1,281.35 | 38,440.5 |
| 47 | 8 mm thick | Sqm | 40 | 1,475.35 | 59,014 |
| 48 | Providing and fixing 1st quality ceramic glazed floor 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 | 110 | 1,112.7 | 1,22,397 |
| 49 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 85 | 1,439.4 | 1,22,349 |
| 50 | Size of Tile 600x600 mm | Sqm | 450 | 1,553.45 | 6,99,052.5 |
| 51 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 52 | 110 mm | Each | 15 | 136.15 | 2,042.25 |
| 53 | 110x110x110 mm | Each | 15 | 234.15 | 3,512.25 |
| 54 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 55 | 110 mm Shoe | Each | 15 | 131.85 | 1,977.75 |
| 56 | 110 mm | Each | 450 | 371.3 | 1,67,085 |
| 57 | 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 | 500 | 738.65 | 3,69,325 |
| 58 | 1:4 (1 cement: 4 fine sand) | Sqm | 1500 | 347.05 | 5,20,575 |
| 59 | 1:6 (1 cement: 6 fine sand) | Sqm | 1300 | 383 | 4,97,900 |
| 60 | 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 | 500 | 171.1 | 85,550 |
| 61 | 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 | 2627.56 | 170.7 | 4,48,524.49 |
| 62 | Two or more coats on new work | Sqm | 1000 | 155.9 | 1,55,900 |
| 63 | Two or more coats on new work | Sqm | 2000 | 146.8 | 2,93,600 |
| 64 | 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 | 1536 | 156.05 | 2,39,692.8 |
| 65 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 66 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 705.67 | 1,503.6 | 10,61,045.41 |
| 67 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 17255.68 | 5.65 | 97,494.59 |
| 68 | G.S. Sheet | Sqm | 540 | 164.95 | 89,073 |
| 69 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 20 | 2,818.9 | 56,378 |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 8,006.6 | 48,039.6 |
| 71 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,879.2 | 3,758.4 |
| 72 | Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. | Each | 3 | 18,088.45 | 54,265.35 |
| 73 | 25 mm nominal dia Pipes | Metre | 20 | 401.55 | 8,031 |
| 74 | 25 mm nominal dia Pipes | Metre | 30 | 627.25 | 18,817.5 |
| 75 | 25 mm nominal bore | Each | 3 | 464.05 | 1,392.15 |
| 76 | 450 mm dia. R.C.C. pipe | Metre | 280 | 1,620.95 | 4,53,866 |
| 77 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 57.6 | 16,112.1 | 9,28,056.96 |
| 78 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,844.65 | 4,92,232.5 |
| Schedule total | ₹2,08,57,031.07 | ||||
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