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Tender Value
₹6.3 Cr
EMD Value
₹12.7 L
Closing Date
4 May 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 Civil Engineering Work excluding zonal works.
21 conditions · 6 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 ten percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
Hyderabad Division: 1) Construction of Indoor Volley Ball Court at RSC/SC under SSE/Works/NLGD jurisdiction 2) Proposed Construction of new GYM with the PEB structure at RSC/SC under SSE/Works/NLGD jurisdiction 3) Repairs to ground floor, renovation of toilets in first floor room, demolition of kitchen area and construction of new hostel buliding in Annapurna hostel at RRC ground under the juridiction of SSE/W/NLGD
44_DRM_W_HYB_26
44_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹12.7 L
4 May 2026
10 Apr 2026
20 Apr 2026
167 items across 6 schedules · ₹7,34,82,370.23 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum-km | 12500 | 15.08 | 1,88,500 |
| 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 | 1250 | 494.1 | 6,17,625 |
| 3 | All kinds of soil | cum | 1300 | 177.5 | 2,30,750 |
| 4 | Ordinary rock | cum | 390 | 632.95 | 2,46,850.5 |
| 5 | 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 | 1150 | 196 | 2,25,400 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 460 | 700.5 | 3,22,230 |
| 7 | All kinds of soil | cum | 31 | 126.8 | 3,930.8 |
| 8 | 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 | 1450 | 17.6 | 25,520 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 500 | 310.05 | 1,55,025 |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 89 | 495.75 | 44,121.75 |
| 11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20mm nominal size (Recycled Concrete Aggregate (RCA) upto 25%)) | Sqm | 44 | 484.6 | 21,322.4 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 504 | 392.15 | 1,97,643.6 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 450 | 927.25 | 4,17,262.5 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 359 | 736.4 | 2,64,367.6 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 432 | 961.3 | 4,15,281.6 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 113 | 764.95 | 86,439.35 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 113 | 951.1 | 1,07,474.3 |
| 18 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 244 | 8,752.55 | 21,35,622.2 |
| 19 | 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 | 900 | 8,333.65 | 75,00,285 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 145 | 7,311.25 | 10,60,131.25 |
| 21 | Square or rectangular pillars | cum | 2 | 956 | 1,912 |
| 22 | cum | 2 | 1,046.2 | 2,092.4 | |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 8,198.55 | 6,14,891.25 |
| 24 | Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc.complete. | cum/m depth | 2 | 1,098.8 | 2,197.6 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 24 | 5,413.5 | 1,29,924 |
| 26 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 27 | 25 mm thick | Sqm | 90 | 2,651.35 | 2,38,621.5 |
| 28 | Second class teak wood | cum | .45 | 1,42,949.7 | 64,327.37 |
| 29 | 35 mm thick shutters | Sqm | 9 | 4,111.95 | 37,007.55 |
| 30 | Second class teak wood | Sqm | 15 | 3,323.2 | 49,848 |
| 31 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). | Sqm | 10 | 193.55 | 1,935.5 |
| 32 | Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws | Sqm | 100 | 4,193.25 | 4,19,325 |
| 33 | 18 mm thick | Sqm | 15 | 1,245.75 | 18,686.25 |
| 34 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 12 | 228.85 | 2,746.2 |
| 35 | 125x65x2.12 mm | Each | 9 | 55.75 | 501.75 |
| 36 | 125 mm | Each | 12 | 291.35 | 3,496.2 |
| 37 | 125x85x5.5 mm (heavy type) | Each | 15 | 268.65 | 4,029.75 |
| 38 | 250x10 mm | Each | 9 | 441.6 | 3,974.4 |
| 39 | 150x10 mm | Each | 6 | 287.25 | 1,723.5 |
| 40 | 250x16x5 mm | Each | 6 | 308 | 1,848 |
| 41 | 300x16 mm | Each | 6 | 303.25 | 1,819.5 |
| 42 | Extruded section profile size 48x40 mm | Metre | 169.6 | 270.2 | 45,825.92 |
| 43 | 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 | 420 | 492.7 | 2,06,934 |
| 44 | 30 mm thick pre laminated PVC door shutters | Sqm | 150 | 3,663.8 | 5,49,570 |
| 45 | With 12 mm mild steel U beading | Sqm | 175 | 1,228 | 2,14,900 |
| 46 | 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 | 93 | 8,298.85 | 7,71,793.05 |
| 47 | 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 | 157 | 10,874.2 | 17,07,249.4 |
| 48 | 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 |
| 49 | Dark shade pigment using ordinary cement | Sqm | 400 | 1,119.5 | 4,47,800 |
| 50 | 8 mm thick | Sqm | 302.4 | 1,475.35 | 4,46,145.84 |
| 51 | Second class teak wood | Sqm | 300 | 4,508.95 | 13,52,685 |
| 52 | Size of Tile 600x600 mm | Sqm | 1000 | 1,553.45 | 15,53,450 |
| 53 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 2080 | 1,457.15 | 30,30,872 |
| 54 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 170 | 1,029.65 | 1,75,040.5 |
| 55 | 75 mm diameter | Metre | 200 | 248.8 | 49,760 |
| 56 | 110 mm diameter | Metre | 130 | 377.4 | 49,062 |
| 57 | 110 mm | Each | 18 | 136.15 | 2,450.7 |
| 58 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 59 | 110 mm Shoe | Each | 6 | 131.85 | 791.1 |
| 60 | 110 mm | Each | 6 | 371.3 | 2,227.8 |
| 61 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 4 | 54.7 | 218.8 |
| 62 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 600 | 1,520.1 | 9,12,060 |
| 63 | 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 | 80 | 738.65 | 59,092 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 1400 | 333.35 | 4,66,690 |
| 65 | 1:6 (1 cement: 6 coarse sand) | Sqm | 350 | 343.65 | 1,20,277.5 |
| 66 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1950 | 395.35 | 7,70,932.5 |
| 67 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 500 | 185.65 | 92,825 |
| 68 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 500 | 160.6 | 80,300 |
| 69 | New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution | Sqm | 1280 | 180.85 | 2,31,488 |
| 70 | Two or more coats on new work | Sqm | 252 | 155.9 | 39,286.8 |
| 71 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 159 | 226.25 | 35,973.75 |
| 72 | 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 | 1200 | 156.05 | 1,87,260 |
| 73 | Providing and fixing bright finished brass helical door spring (superior quality). | Each | 5 | 543.95 | 2,719.75 |
| 74 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 29 | 2,434.25 | 70,593.25 |
| 75 | 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 |
| 76 | 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 | 20 | 1,147.2 | 22,944 |
| 77 | In cement mortar | cum | 94 | 2,060.2 | 1,93,658.8 |
| 78 | Of area 3 sq. metres and below | Each | 23 | 367.2 | 8,445.6 |
| 79 | For thickness of tiles 10 mm to 25 mm | Sqm | 360 | 73.4 | 26,424 |
| 80 | 15 mm to 40 mm nominal bore | Metre | 300 | 149.8 | 44,940 |
| 81 | 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 | 118 | 54.65 | 6,448.7 |
| 82 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 25 | 10,117.6 | 2,52,940 |
| 83 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 57 | 4,950.9 | 2,82,201.3 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 85 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 86 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 10 | 1,879.2 | 18,792 |
| 87 | 32 mm dia | Each | 35 | 103.9 | 3,636.5 |
| 88 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 89 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 4 | 1,607.95 | 6,431.8 |
| 90 | Rectangular shape 453x357 mm | Each | 35 | 1,361.8 | 47,663 |
| 91 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 35 | 708.95 | 24,813.25 |
| 92 | 15 mm nominal dia Pipes | Metre | 40 | 286.8 | 11,472 |
| 93 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 94 | 20 mm nominal dia Pipes | Metre | 300 | 537.6 | 1,61,280 |
| 95 | 50 mm dia nominal bore | Metre | 70 | 1,048.35 | 73,384.5 |
| 96 | 20 mm dia nominal bore | Metre | 70 | 368.6 | 25,802 |
| 97 | 25 mm dia nominal bore | Metre | 90 | 467.75 | 42,097.5 |
| 98 | 50 mm dia nominal bore | Metre | 90 | 762.15 | 68,593.5 |
| 99 | 20 mm nominal bore | Each | 60 | 93.55 | 5,613 |
| 100 | 150 mm diameter | Each | 30 | 222.35 | 6,670.5 |
| 101 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. | Each | 35 | 1,321.65 | 46,257.75 |
| 102 | 15 mm nominal bore | Each | 30 | 506.8 | 15,204 |
| 103 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 104 | 15mm nominal bore | Each | 30 | 574.3 | 17,229 |
| 105 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 30 | 74.8 | 2,244 |
| 106 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 20 | 112.8 | 2,256 |
| 107 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 40 | 111.45 | 4,458 |
| 108 | 200 mm diameter | Metre | 50 | 970.35 | 48,517.5 |
| 109 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 30 | 2,707.65 | 81,229.5 |
| 110 | With Sewer bricks conforming to IS : 4885 | Each | 20 | 12,711.8 | 2,54,236 |
| 111 | Upto 5mm depth and 5 mm width | Metre | 149 | 96.75 | 14,415.75 |
| 112 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 60 | 16,112.1 | 9,66,726 |
| 113 | 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 | 198 | 414.3 | 82,031.4 |
| 114 | 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 | 180 | 3,718.7 | 6,69,366 |
| Schedule total | ₹3,52,54,999.83 | ||||
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