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Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
22 Oct 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: 1) Improvements to CH/LGD under Jurisdiction of SSE/W /S.O.-II/SLGD, 2) Provision of lift at Blood Bank and miscellaneous works in Central Hospital, Lallaguda, 3) Repair works for rewiring portions in staff quarters over the division
118_DRM_W_HYB_26~SCR
118_DRM_W_HYB_26
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹7.2 L
25 Sept 2026
25 Sept 2026
8 Oct 2026
111 items across 4 schedules · ₹3,59,62,687.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 3000 | 15.08 | 45,240 |
| 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 | 300 | 494.1 | 1,48,230 |
| 3 | All kinds of soil. | cum | 15 | 260.3 | 3,904.5 |
| 4 | Foundations, footings, bases for columns | Sqm | 50 | 392.15 | 19,607.5 |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 15 | 927.25 | 13,908.75 |
| 6 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 9,344.35 | 2,33,608.75 |
| 7 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 75 | 8,752.55 | 6,56,441.25 |
| 8 | 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 | 50 | 8,333.65 | 4,16,682.5 |
| 9 | Area of slab upto 0.50 sqm | Sqm | 50 | 5,413.5 | 2,70,675 |
| 10 | Area of slab over 0.50 sqm | Sqm | 405 | 5,136.3 | 20,80,201.5 |
| 11 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 12 | 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 | 260 | 1,267.95 | 3,29,667 |
| 13 | 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 | 150 | 5,015.05 | 7,52,257.5 |
| 14 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| 15 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,473.85 | 86,846.25 |
| 16 | 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 | 10 | 983.15 | 9,831.5 |
| 17 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 150 | 570.95 | 85,642.5 |
| 18 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 48 | 3,720.75 | 1,78,596 |
| 19 | With 12 mm mild steel U beading | Sqm | 459 | 1,228 | 5,63,652 |
| 20 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 188 | 8,298.85 | 15,60,183.8 |
| 21 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 397 | 10,874.2 | 43,17,057.4 |
| 22 | 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 |
| 23 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. | Kg | 15 | 130.5 | 1,957.5 |
| 24 | 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 | 125 | 1,096.55 | 1,37,068.75 |
| 25 | Size of Tile 600 x 1200 mm | Sqm | 1250 | 1,577.15 | 19,71,437.5 |
| 26 | Size of Tile 600x600 mm | Sqm | 600 | 309.05 | 1,85,430 |
| 27 | Size of Tile 800x800 mm | Sqm | 50 | 244.75 | 12,237.5 |
| 28 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 142 | -13.3 | -1,888.6 |
| 29 | 75 mm diameter | Metre | 175 | 248.8 | 43,540 |
| 30 | 110 mm diameter | Metre | 500 | 377.4 | 1,88,700 |
| 31 | 110 mm | Each | 150 | 136.15 | 20,422.5 |
| 32 | 110x110x110 mm | Each | 100 | 234.15 | 23,415 |
| 33 | 110 mm bend | Each | 100 | 150.35 | 15,035 |
| 34 | 110 mm | Each | 300 | 371.3 | 1,11,390 |
| 35 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 2750 | 1,355.8 | 37,28,450 |
| 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 | 500 | 738.65 | 3,69,325 |
| 37 | 1:6 (1 cement: 6 fine sand) | Sqm | 600 | 383 | 2,29,800 |
| 38 | 1:4 (1 cement: 4 coarse sand) | Sqm | 3400 | 357.35 | 12,14,990 |
| 39 | 1:6 (1 cement: 6 coarse sand) | Sqm | 50 | 395.35 | 19,767.5 |
| 40 | 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 | 4500 | 193.7 | 8,71,650 |
| 41 | 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 | 7250 | 156.05 | 11,31,362.5 |
| 42 | Old work (one or more coats) | Sqm | 4500 | 62.7 | 2,82,150 |
| 43 | One coat | Sqm | 1800 | 95.45 | 1,71,810 |
| 44 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 25 | 2,434.25 | 60,856.25 |
| 45 | 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 | 35 | 3,551.25 | 1,24,293.75 |
| 46 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 45 | 1,147.2 | 51,624 |
| 47 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 520 | 9.05 | 4,706 |
| 48 | In cement mortar | cum | 40 | 2,060.2 | 82,408 |
| 49 | Of area 3 sq. metres and below | Each | 162 | 367.2 | 59,486.4 |
| 50 | For thickness of tiles 10 mm to 25 mm | Sqm | 1874 | 73.4 | 1,37,551.6 |
| 51 | Thickness up to 40 mm | Sqm | 30 | 289.3 | 8,679 |
| 52 | Above 40 mm nominal bore | Metre | 500 | 161.4 | 80,700 |
| 53 | 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 | 600 | 54.65 | 32,790 |
| 54 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 15 | 56.35 | 845.25 |
| 55 | On bituminous surface @ 0.25kg/sqm | Sqm | 3800 | 14.05 | 53,390 |
| 56 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 240 | 11,129.55 | 26,71,092 |
| 57 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 58 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 25 | 1,879.2 | 46,980 |
| 59 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 25 | 1,683.35 | 42,083.75 |
| 60 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 25 | 6,940.75 | 1,73,518.75 |
| 61 | 32 mm dia | Each | 25 | 103.9 | 2,597.5 |
| 62 | Rectangular shape 453x357 mm | Each | 25 | 1,361.8 | 34,045 |
| 63 | Sand cast iron S&S as per IS - 3989 | Each | 25 | 1,975.15 | 49,378.75 |
| 64 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 20 | 18,212.9 | 3,64,258 |
| 65 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 66 | 20 mm nominal dia Pipes | Metre | 528 | 537.6 | 2,83,852.8 |
| 67 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 68 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 69 | 15 mm nominal bore | Each | 25 | 97.75 | 2,443.75 |
| 70 | 100 mm diameter | Each | 25 | 193.95 | 4,848.75 |
| 71 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 72 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 73 | 15mm nominal bore | Each | 25 | 574.3 | 14,357.5 |
| 74 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including disposal of malba. | Metre | 6 | 209.2 | 1,255.2 |
| 75 | For pipes 100 to 250 mm diameter | Each | 5 | 810.45 | 4,052.25 |
| 76 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 551 | 1,505.25 | 8,29,392.75 |
| 77 | Upto 20 mm depth and 20 mm width | Metre | 200 | 363.2 | 72,640 |
| 78 | Using rough kota stone. | Sqm | 220 | 1,515.6 | 3,33,432 |
| 79 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 50 | 769.6 | 38,480 |
| 80 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 100 | 8,042.3 | 8,04,230 |
| 81 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 50 | 1,399.95 | 69,997.5 |
| 82 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in- Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 300 | 414.3 | 1,24,290 |
| 83 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically- sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 150 | 3,718.7 | 5,57,805 |
| 84 | 75mm average thickness | Sqm | 100 | 378 | 37,800 |
| 85 | Bars upto 12 mm diameter | Metre | 500 | 8.25 | 4,125 |
| 86 | 25 mm average thickness in 2 layers. | Sqm | 878 | 587.35 | 5,15,693.3 |
| Schedule total | ₹3,12,23,574.25 | ||||
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