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Tender Value
₹99.5 L
EMD Value
₹2.0 L
Closing Date
6 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
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: Wooden Flooring for Indoor Kabaddi Court at RSC/SC, 2) Miscellaneous repair works like approach road towards Swimming pool, concrete work adjacent to roads for widening, improvement of garden in RSC ground and outside gate, construction of drain for easy flow of underground rain water at tennis court, Providing of fencing on the compound wall at Addagutta side, False ceiling repair work in manager room, Repairs to RWHP in front of Hockey stadium, renovation of toilet at Admin block, Prevention of leakage from GI sheet, construction of garbage bin, WBM road in front of multipurpose stadium and construction of toilet in existing store room at football ground
78_DRM_W_HYB_26~SCR
78_DRM_W_HYB_26
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹2.0 L
6 Jul 2026
10 Jun 2026
22 Jun 2026
76 items across 4 schedules · ₹1,15,55,507.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 85 | 494.1 | 41,998.5 |
| 2 | All kinds of soil | cum | 900 | 395.3 | 3,55,770 |
| 3 | All kinds of soil | cum | 365 | 177.5 | 64,787.5 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 125 | 352.15 | 44,018.75 |
| 5 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 95 | 8,752.55 | 8,31,492.25 |
| 6 | 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 |
| 7 | 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 | 25 | 2,969.25 | 74,231.25 |
| 8 | 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 | 25 | 492.7 | 12,317.5 |
| 9 | 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 | 1000 | 772.4 | 7,72,400 |
| 10 | Second class teak wood | Sqm | 660 | 4,508.95 | 29,75,907 |
| 11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete. | Sqm | 105 | 1,096.55 | 1,15,137.75 |
| 12 | 110x110x110 mm | Each | 25 | 234.15 | 5,853.75 |
| 13 | 110 mm bend | Each | 12 | 150.35 | 1,804.2 |
| 14 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 15 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 250 | 1,529.1 | 3,82,275 |
| 16 | 1:6 (1 cement: 6 fine sand) | Sqm | 120 | 333.35 | 40,002 |
| 17 | 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 | 120 | 193.7 | 23,244 |
| 18 | Two or more coats on new work | Sqm | 65 | 155.9 | 10,133.5 |
| 19 | 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 | 120 | 156.05 | 18,726 |
| 20 | Old work (one or more coats) | Sqm | 3170 | 93.3 | 2,95,761 |
| 21 | Orissa pattern W.C Pan of size 580x440 mm | Each | 11 | 4,478.75 | 49,266.25 |
| 22 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 806 | 1,503.6 | 12,11,901.6 |
| 23 | In cement mortar | cum | 6 | 2,060.2 | 12,361.2 |
| 24 | For thickness of tiles 10 mm to 25 mm | Sqm | 30 | 73.4 | 2,202 |
| 25 | 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 | 30 | 54.65 | 1,639.5 |
| 26 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 1000 | 218.9 | 2,18,900 |
| 27 | 90 mm to 45 mm size stone aggregate | cum | 50 | 2,098.4 | 1,04,920 |
| 28 | 53 mm to 22.4 mm size stone aggregate | cum | 40 | 1,842.3 | 73,692 |
| 29 | Stone screening 11.2 mm nominal size (Type B) | cum | 30 | 2,247.75 | 67,432.5 |
| 30 | Moorum | cum | 50 | 768.25 | 38,412.5 |
| 31 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 60 | 1,046.95 | 62,817 |
| 32 | With road roller/ hand roller | Sqm | 800 | 24.45 | 19,560 |
| 33 | 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 | 3500 | 125.75 | 4,40,125 |
| 34 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 800 | 175.1 | 1,40,080 |
| 35 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 800 | 60.5 | 48,400 |
| 36 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 800 | 13.45 | 10,760 |
| 37 | 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 | 400 | 375.8 | 1,50,320 |
| 38 | Made of G.I. wire of dia 4 mm | Sqm | 150 | 1,017.8 | 1,52,670 |
| 39 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 125 | 131.75 | 16,468.75 |
| 40 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 125 | 1,091.5 | 1,36,437.5 |
| 41 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 42 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 6,258.75 | 25,035 |
| 43 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 6 | 1,513.6 | 9,081.6 |
| 44 | 20 mm nominal dia Pipes | Metre | 85 | 537.6 | 45,696 |
| 45 | 20 mm nominal bore | Each | 8 | 379.2 | 3,033.6 |
| 46 | 20 mm nominal bore | Each | 12 | 93.55 | 1,122.6 |
| 47 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 48 | 150 mm diameter | Metre | 25 | 695.8 | 17,395 |
| 49 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 50 | 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 | 4 | 1,509.8 | 6,039.2 |
| 51 | 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 | 4 | 1,538.25 | 6,153 |
| 52 | 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 | 4 | 1,538.25 | 6,153 |
| 53 | Sealant 25 mmx10 mm at joints | Metre | 2000 | 178.95 | 3,57,900 |
| Schedule total | ₹97,64,847.25 | ||||
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