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Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
25 Aug 2026, 3:00 pm
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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 Div: Improvements to old structures and offices in Mazdoor Union Office Premises under Jurisdiction of SSE/W/GOC
96_DRM_W_HYB_26
96_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹5.2 L
31 Jul 2026
31 Jul 2026
11 Aug 2026
154 items across 5 schedules · ₹2,99,28,547.58 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 395.4 | 326.68 | 1,29,169.27 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 1977 | 23.16 | 45,787.32 |
| 3 | Beyond 10 km upto 20 km per km | cum- km | 3954 | 18.85 | 74,532.9 |
| 4 | 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 | 115.84 | 494.1 | 57,236.54 |
| 5 | All kinds of soil | cum | 32.4 | 177.5 | 5,751 |
| 6 | All kinds of soil. | cum | 363 | 260.3 | 94,488.9 |
| 7 | Ordinary rock | cum | 4 | 632.95 | 2,531.8 |
| 8 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 200 | 215.6 | 43,120 |
| 9 | 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 | 197.7 | 196 | 38,749.2 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,123.75 | 1,06,187.5 |
| 11 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 360 | 234.75 | 84,510 |
| 12 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 600 | 38.9 | 23,340 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 211.2 | 392.15 | 82,822.08 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 630 | 927.25 | 5,84,167.5 |
| 15 | Shelves (Cast in situ) | Sqm | 33.75 | 927.25 | 31,294.69 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 346.5 | 736.4 | 2,55,162.6 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 43.2 | 961.3 | 41,528.16 |
| 18 | Stairs, (excluding landings) except spiral-staircases | Sqm | 300 | 764.95 | 2,29,485 |
| 19 | Above 20 cm wide | Sqm | 21.2 | 879.05 | 18,635.86 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 65 | 951.1 | 61,821.5 |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1200 | 384.3 | 4,61,160 |
| 22 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 259.2 | 78.4 | 20,321.28 |
| 23 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 97.8 | 8,752.55 | 8,55,999.39 |
| 24 | 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 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 33.75 | 7,311.25 | 2,46,754.69 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 8,198.55 | 81,985.5 |
| 27 | Area of slab upto 0.50 sqm | Sqm | 57.42 | 5,413.5 | 3,10,843.17 |
| 28 | Area of slab over 0.50 sqm | Sqm | 15.12 | 5,136.3 | 77,660.86 |
| 29 | Granite work | Metre | 96 | 510.95 | 49,051.2 |
| 30 | 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 | 30 | 1,267.95 | 38,038.5 |
| 31 | Second class teak wood | cum | 2.73 | 1,42,949.7 | 3,90,252.68 |
| 32 | 35 mm thick shutters | Sqm | 10 | 4,111.95 | 41,119.5 |
| 33 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 16.8 | 3,473.85 | 58,360.68 |
| 34 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 238.35 | 2,38,350 |
| 35 | With 12 mm mild steel U beading | Sqm | 12.96 | 1,228 | 15,914.88 |
| 36 | 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 | 25.92 | 10,993.55 | 2,84,952.82 |
| 37 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 7.65 | 8,247.25 | 63,091.46 |
| 38 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 26.8 | 2,829.25 | 75,823.9 |
| 39 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 105.76 | 2,593.15 | 2,74,251.54 |
| 40 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 68 | 272 | 18,496 |
| 41 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 20 | 885.1 | 17,702 |
| 42 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 60 | 43.8 | 2,628 |
| 43 | 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 | 1500 | 772.4 | 11,58,600 |
| 44 | Providing and fixing 1st quality ceramic glazed floor 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 | 19.48 | 1,112.7 | 21,675.4 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 525 | 1,502.75 | 7,88,943.75 |
| 46 | Size of Tile 600x600 mm | Sqm | 10.5 | 1,623.05 | 17,042.03 |
| 47 | Size of Tile 600x600 mm | Sqm | 80 | 309.05 | 24,724 |
| 48 | Size of Tile 1000x1000 mm | Sqm | 80 | 174.5 | 13,960 |
| 49 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 92.4 | 3,186.7 | 2,94,451.08 |
| 50 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 525 | 4,481.3 | 23,52,682.5 |
| 51 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 42 | 3,071.05 | 1,28,984.1 |
| 52 | In 75x75 mm deep chase | Metre | 70 | 305.15 | 21,360.5 |
| 53 | 110 mm diameter | Metre | 90 | 377.4 | 33,966 |
| 54 | 110 mm | Each | 3 | 136.15 | 408.45 |
| 55 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 500 | 1,355.8 | 6,77,900 |
| 56 | 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 | 96 | 738.65 | 70,910.4 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 1060 | 383 | 4,05,980 |
| 58 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 46.08 | 518.55 | 23,894.78 |
| 59 | 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 | 1560 | 193.7 | 3,02,172 |
| 60 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 50 | 176.25 | 8,812.5 |
| 61 | 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 | 100 | 170.7 | 17,070 |
| 62 | 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 | 1560 | 156.05 | 2,43,438 |
| 63 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 64 | In cement mortar | cum | 88 | 2,060.2 | 1,81,297.6 |
| 65 | 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 | 5000 | 5.65 | 28,250 |
| 66 | For thickness of tiles 10 mm to 25 mm | Sqm | 313.5 | 73.4 | 23,010.9 |
| 67 | G.S. Sheet | Sqm | 330 | 164.95 | 54,433.5 |
| 68 | 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 | 20 | 54.65 | 1,093 |
| 69 | 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 | 320 | 56.35 | 18,032 |
| 70 | 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 | 197.5 | 972 | 1,91,970 |
| 71 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 15.3 | 3,081.95 | 47,153.84 |
| 72 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,648.85 | 15,893.1 |
| 73 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 6 | 1,683.35 | 10,100.1 |
| 74 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,940.8 | 9,881.6 |
| 75 | 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 | 4 | 18,212.9 | 72,851.6 |
| 76 | 32 mm nominal dia Pipes | Metre | 60 | 518.75 | 31,125 |
| 77 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 78 | 65 mm nominal dia Pipes | Metre | 100 | 1,674.4 | 1,67,440 |
| 79 | 100 mm diameter | Metre | 20 | 443.6 | 8,872 |
| 80 | 200 mm diameter | Metre | 60 | 970.35 | 58,221 |
| 81 | 150 mm diameter S.W. pipe | Metre | 60 | 1,179.85 | 70,791 |
| 82 | 200 mm diameter S.W. pipe | Metre | 60 | 1,375.45 | 82,527 |
| 83 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 12,770.55 | 76,623.3 |
| 84 | With Sewer bricks conforming to IS : 4885 | Each | 4 | 12,711.8 | 50,847.2 |
| 85 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 30.72 | 1,176.8 | 36,151.3 |
| 86 | Upto 5mm depth and 5 mm width | Metre | 36 | 96.75 | 3,483 |
| 87 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 900 | 688.9 | 6,20,010 |
| 88 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 63 | 8,042.3 | 5,06,664.9 |
| 89 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 8.75 | 16,112.1 | 1,40,980.88 |
| 90 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer- in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | Sqm | 400 | 29.25 | 11,700 |
| 91 | Frame size 45 x 70 mm | Metre | 40.8 | 705.85 | 28,798.68 |
| 92 | 30 mm thick | Sqm | 15.12 | 4,346.7 | 65,722.1 |
| Schedule total | ₹1,53,46,227.46 | ||||
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