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Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
5 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: 1) Proposed improvements to corrosion shop Bay-7 (C-11& C- 12 lines) at CWS LGD 2) Corrosion shop line 1 & 2 sheds (for Electrical department ) at carriage work shop/LGD 3) Proposed shed for accommodating Bogie washing plant adjacent to shot blasting plant 15X20 M at carriage work shop/LGD 4) D3 line to be made into a pit line at CWS/LGD.
56_DRM_W_HYB_26
56_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹9.8 L
5 Jun 2026
12 May 2026
22 May 2026
133 items across 7 schedules · ₹5,70,17,895.24 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 99 | 261.35 | 25,873.65 |
| 2 | Beyond 5 km upto 10 km per km | cum-km | 491 | 18.53 | 9,098.23 |
| 3 | Beyond 10 km upto 20 km per km | cum-km | 3313.5 | 15.08 | 49,967.58 |
| 4 | Beyond 20 km per addl. km | cum-km | 491 | 12.14 | 5,960.74 |
| 5 | 1km | cum | 300 | 217.55 | 65,265 |
| 6 | 5km | cum | 2817 | 326.68 | 9,20,257.56 |
| 7 | Beyond 5 km upto 10 km per km | cum-km | 7935 | 23.16 | 1,83,774.6 |
| 8 | Beyond 10 km upto 20 km per km | cum-km | 3000 | 18.85 | 56,550 |
| 9 | Beyond 20 km per addl. km | cum-km | 1500 | 15.17 | 22,755 |
| 10 | 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 | 846.25 | 494.1 | 4,18,132.13 |
| 11 | All kinds of soil | Sqm | 550 | 129.85 | 71,417.5 |
| 12 | All kinds of soil | cum | 2688.8 | 177.5 | 4,77,262 |
| 13 | Hard rock (blasting prohibited) | cum | 169.2 | 1,432.95 | 2,42,455.14 |
| 14 | All kinds of soil. | cum | 256 | 260.3 | 66,636.8 |
| 15 | Ordinary rock | cum | 4 | 632.95 | 2,531.8 |
| 16 | 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 | 796.66 | 196 | 1,56,145.36 |
| 17 | All kinds of soil | cum | 2672.3 | 126.8 | 3,38,847.64 |
| 18 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 20 | 2,123.75 | 42,475 |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 874.31 | 392.15 | 3,42,860.67 |
| 20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 432 | 842.5 | 3,63,960 |
| 21 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 126 | 736.4 | 92,786.4 |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 156.54 | 8,752.55 | 13,70,124.18 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 19 | 7,311.25 | 1,38,913.75 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 238.35 | 71,505 |
| 25 | 100x60x2.50 mm | Each | 12 | 106.35 | 1,276.2 |
| 26 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 4 | 121.65 | 486.6 |
| 27 | 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 | 4 | 983.15 | 3,932.6 |
| 28 | 250x16 mm | Each | 4 | 260.6 | 1,042.4 |
| 29 | 250x10 mm | Each | 4 | 115.15 | 460.6 |
| 30 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 50 | 3,653.2 | 1,82,660 |
| 31 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 492.35 | 1,969.4 |
| 32 | Exceeding 16.80 sqm in area | Sqm | 5 | 1,181.8 | 5,909 |
| 33 | 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 | 780 | 772.4 | 6,02,472 |
| 34 | Acid and alkali resistant tile | Sqm | 40 | 1,884.9 | 75,396 |
| 35 | 110 mm diameter | Metre | 160 | 377.4 | 60,384 |
| 36 | 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 | 2429 | 738.65 | 17,94,180.85 |
| 37 | North light curves | Metre | 40 | 546.1 | 21,844 |
| 38 | Crimp curve | Sqm | 40 | 496.75 | 19,870 |
| 39 | 1:6 (1 cement: 6 fine sand) | Sqm | 208 | 333.35 | 69,336.8 |
| 40 | 1:4 (1 cement: 4 fine sand) | Sqm | 366 | 399.45 | 1,46,198.7 |
| 41 | 1:6 (1 cement: 6 fine sand) | Sqm | 454.5 | 383 | 1,74,073.5 |
| 42 | 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 | 178 | 160.6 | 28,586.8 |
| 43 | 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 | 144 | 171.1 | 24,638.4 |
| 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 | 1124.5 | 193.7 | 2,17,815.65 |
| 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 | 68 | 170.7 | 11,607.6 |
| 46 | Two or more coats on new work | Sqm | 2150 | 146.8 | 3,15,620 |
| 47 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 259.55 | 2,434.25 | 6,31,809.59 |
| 48 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 5.7 | 1,503.6 | 8,570.52 |
| 49 | In cement mortar | cum | 58 | 2,060.2 | 1,19,491.6 |
| 50 | Of area 3 sq. metres and below | Each | 6 | 367.2 | 2,203.2 |
| 51 | R.S. Joists | Kg | 300 | 3.4 | 1,020 |
| 52 | Channels, angles, tees and flats | Kg | 7604 | 2.3 | 17,489.2 |
| 53 | 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 | 6100 | 5.65 | 34,465 |
| 54 | 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 | 300 | 3.85 | 1,155 |
| 55 | G.S. Sheet | Sqm | 1601.54 | 164.95 | 2,64,174.02 |
| 56 | 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 | 234.98 | 2,818.9 | 6,62,385.12 |
| 57 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 25 | 3,081.95 | 77,048.75 |
| 58 | 200 mm diameter | Metre | 50 | 970.35 | 48,517.5 |
| 59 | 200 mm diameter S.W. pipe | Metre | 50 | 1,375.45 | 68,772.5 |
| 60 | 450 mm dia. R.C.C. pipe | Metre | 130 | 1,620.95 | 2,10,723.5 |
| 61 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 530.9 | 1,59,270 |
| 62 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 634.45 | 25,378 |
| 63 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 32 | 1,115.4 | 35,692.8 |
| 64 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 49 | 1,176.8 | 57,663.2 |
| 65 | Upto 5mm depth and 5 mm width | Metre | 30 | 96.75 | 2,902.5 |
| 66 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 4 | 528.85 | 2,115.4 |
| 67 | Powder coated minimum thickness 50 micron aluminium | Each | 12 | 109.3 | 1,311.6 |
| 68 | 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 | 200 | 638.35 | 1,27,670 |
| 69 | Upto 5 mm depth and 5 mm width | Metre | 30 | 148.1 | 4,443 |
| 70 | Upto 10 mm depth and 10 mm width | Metre | 20 | 200.95 | 4,019 |
| Schedule total | ₹1,18,63,607.83 | ||||
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf Approved brand
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concretemixdesignsystemimprovements.pdf
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SpecialConditionsforPaymentofSteel_1.pdf
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GCC2022_compressed.pdf
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Tenderdocument24.09.2024_1.pdf
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ContractorseMBrecord.pdf
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LaboratorySplconditionslatest.pdf
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
ATTACHMENT
SpecialConditionsofcontract_rotated.pdf
CORRIGENDUM
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