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Tender Value
₹8.4 Cr
EMD Value
₹16.8 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
HYB Divn: Construction of RSP stores at designated location in M&E stores with re- construction of workshop boundary wall with M&E stores
109_DRM_W_HYB_26~SCR
109_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹16.8 L
25 Aug 2026
25 Aug 2026
4 Sept 2026
90 items across 6 schedules · ₹9,22,62,305.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 225 | 217.55 | 48,948.75 |
| 2 | 5km | cum | 3714 | 326.68 | 12,13,289.52 |
| 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 | 1298.6 | 494.1 | 6,41,638.26 |
| 4 | All kinds of soil | cum | 3503.65 | 177.5 | 6,21,897.88 |
| 5 | Ordinary rock | cum | 100 | 498.9 | 49,890 |
| 6 | Hard rock (blasting prohibited) | cum | 153.6 | 1,432.95 | 2,20,101.12 |
| 7 | All kinds of soil. | cum | 250 | 260.3 | 65,075 |
| 8 | 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 | 2013.8 | 196 | 3,94,704.8 |
| 9 | All kinds of soil | cum | 1407.4 | 126.8 | 1,78,458.32 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 175 | 2,123.75 | 3,71,656.25 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1610.21 | 392.15 | 6,31,443.85 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 516 | 842.5 | 4,34,730 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 150 | 927.25 | 1,39,087.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 150 | 8,752.55 | 13,12,882.5 |
| 15 | 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 | 569.9 | 8,333.65 | 47,49,347.14 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 242.65 | 7,311.25 | 17,74,074.81 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2170 | 238.35 | 5,17,219.5 |
| 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 | 88 | 10,993.55 | 9,67,432.4 |
| 19 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 105 | 3,653.2 | 3,83,586 |
| 20 | Providing and fixing ball bearing for rolling shutters. | Each | 12 | 492.35 | 5,908.2 |
| 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 | 2580 | 738.65 | 19,05,717 |
| 23 | 1:4 (1 cement: 4 fine sand) | Sqm | 440 | 399.45 | 1,75,758 |
| 24 | 1:6 (1 cement: 6 fine sand) | Sqm | 816 | 383 | 3,12,528 |
| 25 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1415.38 | 116.9 | 1,65,457.92 |
| 26 | 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 | 628 | 171.1 | 1,07,450.8 |
| 27 | 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 | 628 | 170.7 | 1,07,199.6 |
| 28 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 121.5 | 2,434.25 | 2,95,761.38 |
| 29 | In cement mortar | cum | 180 | 2,060.2 | 3,70,836 |
| 30 | Of area beyond 3 sq. metres | Each | 2 | 502.75 | 1,005.5 |
| 31 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 900 | 125.75 | 1,13,175 |
| 32 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 200 | 375.8 | 75,160 |
| 33 | 150 mm nominal size dia | Metre | 100 | 793.25 | 79,325 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | Ultimate tensile strength- 100 kN/m | Sqm | 40 | 393.85 | 15,754 |
| 38 | 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 | 880 | 1,525.6 | 13,42,528 |
| Schedule total | ₹1,99,95,978.92 | ||||
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nit.pdf
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SpecialConditionsofRSPStores_compressed.pdf
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GraduateEngineer.pdf
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Settinguplabatsite.pdf
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SFMS.pdf
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Tenderdocument24.09.2024_1.pdf
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LaboratorySplconditionslatest.pdf
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SpecialConditionsforPaymentofSteel_1.pdf
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concretemixdesignsystemimprovements.pdf
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf Approved brand
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ContractorseMBrecord.pdf
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26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
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