Loading
Loading…
Loading…
Tender Value
₹6.0 Cr
EMD Value
₹12.0 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
Revenue
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: 1A) Proposed Portico from main entry to Auditorium with entry Arches, B) Covering the Open Hall with all weather Proof shelter and proper Rest Room Facilities, C) Converting the open area beside Swimming pool with Polycarbonate sheets Shelter at Railway Officers club, under jurisdiction SSE/W/Sector-I/HYB
94_DRM_W_HYB_26
94_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹12.0 L
17 Aug 2026
24 Jul 2026
3 Aug 2026
116 items across 5 schedules · ₹6,63,53,990.72 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum-km | 5410 | 15.08 | 81,582.8 |
| 2 | Beyond 10 km upto 20 km per km | cum-km | 14753 | 18.85 | 2,78,094.05 |
| 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 | 309 | 494.1 | 1,52,676.9 |
| 4 | All kinds of soil | cum | 409 | 177.5 | 72,597.5 |
| 5 | All kinds of soil. | cum | 219 | 260.3 | 57,005.7 |
| 6 | Ordinary rock | cum | 84 | 632.95 | 53,167.8 |
| 7 | Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area of the timber permanently left to be measured) | Sqm | 424 | 872.55 | 3,69,961.2 |
| 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 | 254 | 196 | 49,784 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 41 | 2,123.75 | 87,073.75 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 512 | 392.15 | 2,00,780.8 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 208 | 842.5 | 1,75,240 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 301 | 927.25 | 2,79,102.25 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 201 | 736.4 | 1,48,016.4 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 162 | 961.3 | 1,55,730.6 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 9 | 764.95 | 6,884.55 |
| 16 | Under 20 cm wide | Metre | 88 | 208.55 | 18,352.4 |
| 17 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 27 | 1,150.5 | 31,063.5 |
| 18 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 93 | 8,752.55 | 8,13,987.15 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 7 | 7,311.25 | 51,178.75 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 75 | 5,413.5 | 4,06,012.5 |
| 21 | Area of slab over 0.50 sqm | Sqm | 150 | 3,848.7 | 5,77,305 |
| 22 | Marble work | Metre | 250 | 298.6 | 74,650 |
| 23 | Granite work | Metre | 175 | 510.95 | 89,416.25 |
| 24 | Each | 16 | 978.7 | 15,659.2 | |
| 25 | Granite Stone of approved shade | Sqm | 5 | 4,051.85 | 20,259.25 |
| 26 | 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 | 319 | 1,267.95 | 4,04,476.05 |
| 27 | 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 | 160 | 5,015.05 | 8,02,408 |
| 28 | With 12 mm mild steel U beading | Sqm | 9 | 939.2 | 8,452.8 |
| 29 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 2 | 998.35 | 1,996.7 |
| 30 | 125 mm | Each | 2 | 231.05 | 462.1 |
| 31 | 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 | 2050 | 772.4 | 15,83,420 |
| 32 | Size of Tile 800x800 mm | Sqm | 346 | 1,885.5 | 6,52,383 |
| 33 | Size of Tile 800 x 1200 mm | Sqm | 760 | 2,056.9 | 15,63,244 |
| 34 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 60 | 6,603.35 | 3,96,201 |
| 35 | 1:4 (1 cement: 4 coarse sand) | Sqm | 556 | 411.75 | 2,28,933 |
| 36 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 387 | 537.45 | 2,07,993.15 |
| 37 | Flush/ Ruled pointing | Sqm | 32 | 385.4 | 12,332.8 |
| 38 | 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 | 759 | 193.7 | 1,47,018.3 |
| 39 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 126.3 | 2,434.25 | 3,07,445.78 |
| 40 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 29 | 3,551.25 | 1,02,986.25 |
| 41 | In cement mortar | cum | 114 | 2,060.2 | 2,34,862.8 |
| 42 | In cement mortar | cum | 25 | 2,458.95 | 61,473.75 |
| 43 | 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 | 1150 | 5.65 | 6,497.5 |
| 44 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 316.5 | 266.45 | 84,331.43 |
| 45 | G.S. Sheet | Sqm | 65 | 164.95 | 10,721.75 |
| 46 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 38 | 54.65 | 2,076.7 |
| 47 | 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 | 1 | 2,818.9 | 2,818.9 |
| 48 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 30 | 972 | 29,160 |
| 49 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 50 | 597.75 | 29,887.5 |
| 50 | PPR Union 63mm | Each | 10 | 913 | 9,130 |
| 51 | 20 mm nominal dia Pipes | Metre | 30 | 537.6 | 16,128 |
| 52 | 25 mm nominal dia Pipes | Metre | 20 | 627.25 | 12,545 |
| 53 | 32 mm nominal dia Pipes | Metre | 40 | 739.3 | 29,572 |
| 54 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 6 | 10,862.4 | 65,174.4 |
| 55 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 26,163.4 | 52,326.8 |
| 56 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 9,698.55 | 38,794.2 |
| 57 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 87 | 539.85 | 46,966.95 |
| 58 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 9 | 1,505.25 | 13,547.25 |
| 59 | Upto 5 mm depth and 5 mm width | Metre | 48 | 148.1 | 7,108.8 |
| Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and | Sqm | 160 | 3,510.5 | 5,61,680 | |
| Schedule total | ₹1,20,00,138.96 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf Approved brand
ATTACHMENT
concretemixdesignsystemimprovements.pdf
ATTACHMENT
SpecialConditionsforPaymentofSteel_1.pdf
ATTACHMENT
LaboratorySplconditionslatest.pdf
ATTACHMENT
Tenderdocument24.09.2024_1.pdf
ATTACHMENT
26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
ATTACHMENT
ContractorseMBrecord.pdf
ATTACHMENT
GCC2022_compressed.pdf
ATTACHMENT
SpecialConditionsofcontract.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .