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Tender Value
₹9.2 Cr
EMD Value
₹18.3 L
Closing Date
17 Aug 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) Expansion of M&E stores (South West) along with construction of boundary wall at CWS/LGD2) Development of Infrastructure for Sports facility for Football cum Box Cricket and Practice Cricket Net in Open Ground at CWS/LGD
90_DRM_W_HYB_26
90_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹18.3 L
17 Aug 2026
24 Jul 2026
3 Aug 2026
84 items across 6 schedules · ₹10,07,01,109.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 1395.3 | 326.68 | 4,55,816.6 |
| 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 | 2374.3 | 494.1 | 11,73,141.63 |
| 3 | All kinds of soil | cum | 28.92 | 395.3 | 11,432.08 |
| 4 | All kinds of soil | cum | 3393.13 | 177.5 | 6,02,280.58 |
| 5 | Hard rock (blasting prohibited) | cum | 115.2 | 1,432.95 | 1,65,075.84 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 200 | 215.6 | 43,120 |
| 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 | 1605.26 | 196 | 3,14,630.96 |
| 8 | All kinds of soil | cum | 1724 | 126.8 | 2,18,603.2 |
| 9 | 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 |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 28.92 | 17.6 | 508.99 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 680.4 | 392.15 | 2,66,818.86 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 160 | 842.5 | 1,34,800 |
| 13 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 620.2 | 8,752.55 | 54,28,331.51 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 229 | 7,311.25 | 16,74,276.25 |
| 15 | 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 | 270 | 1,267.95 | 3,42,346.5 |
| 16 | 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 | 20 | 492.7 | 9,854 |
| 17 | 30 mm thick pre laminated PVC door shutters | Sqm | 10 | 3,663.8 | 36,638 |
| 18 | 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 | 20 | 10,993.55 | 2,19,871 |
| 19 | Second class teak wood | Sqm | 175.5 | 4,508.95 | 7,91,320.73 |
| 20 | Size of Tile 600 x 600 mm | Sqm | 32 | 1,464.85 | 46,875.2 |
| 21 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 22 | 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 | 1632 | 738.65 | 12,05,476.8 |
| 23 | 1:6 (1 cement: 6 fine sand) | Sqm | 4000 | 383 | 15,32,000 |
| 24 | 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 | 2000 | 171.1 | 3,42,200 |
| 25 | 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 | 2000 | 170.7 | 3,41,400 |
| 26 | In cement mortar | cum | 178.5 | 2,060.2 | 3,67,745.7 |
| 27 | In cement mortar | cum | 102 | 2,458.95 | 2,50,812.9 |
| 28 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 28.92 | 8,413 | 2,43,303.96 |
| 29 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 313.56 | 2,914.3 | 9,13,807.91 |
| 30 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 31 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 6,258.75 | 31,293.75 |
| 32 | 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 |
| 33 | 80 mm dia nominal bore | Metre | 300 | 1,041.7 | 3,12,510 |
| 34 | 300 mm diameter | Metre | 200 | 2,064.15 | 4,12,830 |
| 35 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 15 | 8,042.3 | 1,20,634.5 |
| 36 | 300 mm dia | Metre | 5 | 707.75 | 3,538.75 |
| 37 | 150 mm nominal size dia | Metre | 60 | 793.25 | 47,595 |
| 38 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 1120 | 1,525.6 | 17,08,672 |
| Schedule total | ₹2,01,72,867.72 | ||||
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details.html
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nit.pdf
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SpecialConditionsofcontractsignedcopy.pdf
ATTACHMENT
concretemixdesignsystemimprovements.pdf
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SpecialConditionsforPaymentofSteel_1.pdf
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Tenderdocument24.09.2024_1.pdf
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ContractorseMBrecord.pdf
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GCC2022_compressed.pdf
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf Approved brand
ATTACHMENT
LaboratorySplconditionslatest.pdf
ATTACHMENT
26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
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