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Tender Value
₹3.3 Cr
EMD Value
₹3.2 L
Closing Date
23 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
30 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 ten percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
Hyderabad Division - ZRTI - Godavari Hostel - Improvements to Destressed columns, Wall plaster, Leaky roof, Doors, Windows & Toilets
05_DRM_W_HYB_26
05_DRM_W_HYB_26
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹3.2 L
23 Feb 2026
28 Jan 2026
9 Feb 2026
106 items across 4 schedules · ₹3,61,80,534.36 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 55 | 736.4 | 40,502 |
| 2 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 445 | 961.3 | 4,27,778.5 |
| 3 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 216 | 384.3 | 83,008.8 |
| 4 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. | per cm depth per 100m | 267 | 655.75 | 1,75,085.25 |
| 5 | 150 mm wide | Metre | 267 | 567.6 | 1,51,549.2 |
| 6 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 65 | 9,344.35 | 6,07,382.75 |
| 7 | 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 | 653 | 1,267.95 | 8,27,971.35 |
| 8 | Kiln seasoned and chemically treated hollock wood | cum | 23.1 | 83,378.05 | 19,26,032.96 |
| 9 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 115 | 3,167.95 | 3,64,314.25 |
| 10 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 526 | 238.35 | 1,25,372.1 |
| 11 | 300x16 mm | Each | 45 | 216.55 | 9,744.75 |
| 12 | 250x16 mm | Each | 20 | 193.7 | 3,874 |
| 13 | 250x10 mm | Each | 45 | 83.9 | 3,775.5 |
| 14 | 150x10 mm | Each | 20 | 59.45 | 1,189 |
| 15 | 125 mm | Each | 90 | 39.95 | 3,595.5 |
| 16 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 45 | 121.65 | 5,474.25 |
| 17 | 100 mm | Each | 40 | 59.55 | 2,382 |
| 18 | Extruded section profile size 48x40 mm | Metre | 337 | 270.2 | 91,057.4 |
| 19 | 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 | 125 | 2,969.25 | 3,71,156.25 |
| 20 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 23 | 5,207.45 | 1,19,771.35 |
| 21 | 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 | 370 | 1,096.55 | 4,05,723.5 |
| 22 | Size of Tile 600x600 mm | Sqm | 218 | 1,553.45 | 3,38,652.1 |
| 23 | Size of Tile 600x600 mm | Sqm | 129 | 1,893.9 | 2,44,313.1 |
| 24 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 23 | 3,186.7 | 73,294.1 |
| 25 | 110 mm diameter | Metre | 187 | 377.4 | 70,573.8 |
| 26 | 110 mm | Each | 125 | 371.3 | 46,412.5 |
| 27 | 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 | 836 | 537.45 | 4,49,308.2 |
| 28 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 3760 | 547.4 | 20,58,224 |
| 29 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 5189 | 338.25 | 17,55,179.25 |
| 30 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 33 | 134.1 | 4,425.3 |
| 31 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer- in-Charge.(a) Internal Work- Exposed on wall | Metre | 528 | 3.25 | 1,716 |
| 32 | 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 | 9 | 3,551.25 | 31,961.25 |
| 33 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 506 | 9.05 | 4,579.3 |
| 34 | In cement mortar | cum | 59 | 2,060.2 | 1,21,551.8 |
| 35 | Of area 3 sq. metres and below | Each | 281 | 367.2 | 1,03,183.2 |
| 36 | R.S. Joists | Kg | 3283 | 3.4 | 11,162.2 |
| 37 | For thickness of tiles 10 mm to 25 mm | Sqm | 1022 | 73.4 | 75,014.8 |
| 38 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : | cum | 1924 | 1,317.65 | 25,35,158.6 |
| 39 | 150 mm dia pipe | Metre | 187 | 80.25 | 15,006.75 |
| 40 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 33 | 112.05 | 3,697.65 |
| 41 | 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 | 3418 | 54.65 | 1,86,793.7 |
| 42 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 28 | 3,960.55 | 1,10,895.4 |
| 43 | 510x1040 mm bowl depth 250 mm | Each | 25 | 6,945.6 | 1,73,640 |
| 44 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 38 | 349.15 | 13,267.7 |
| 45 | 32 mm dia | Each | 19 | 119.55 | 2,271.45 |
| 46 | Oval shape 450x350 mm (outer dimensions) | Each | 18 | 1,377.1 | 24,787.8 |
| 47 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 18 | 1,083.5 | 19,503 |
| 48 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 18 | 115.3 | 2,075.4 |
| 49 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 48 | 231.95 | 11,133.6 |
| 50 | 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 | 30 | 708.95 | 21,268.5 |
| 51 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 36 | 14,999.15 | 5,39,969.4 |
| 52 | 15 mm nominal dia Pipes | Metre | 264 | 497.8 | 1,31,419.2 |
| 53 | 20 mm nominal dia Pipes | Metre | 133 | 537.6 | 71,500.8 |
| 54 | 25 mm nominal dia Pipes | Metre | 66 | 355.4 | 23,456.4 |
| 55 | 32 mm nominal dia Pipes | Metre | 99 | 438.6 | 43,421.4 |
| 56 | 40 mm nominal dia Pipes | Metre | 86 | 563.05 | 48,422.3 |
| 57 | 50 mm nominal dia Pipes | Metre | 119 | 794.25 | 94,515.75 |
| 58 | 15 mm nominal bore | Each | 102 | 97.75 | 9,970.5 |
| 59 | 150 mm diameter | Each | 30 | 222.35 | 6,670.5 |
| 60 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 15000 | 11 | 1,65,000 |
| 61 | 15 mm nominal bore | Each | 30 | 506.8 | 15,204 |
| 62 | 15 mm nominal bore | Each | 18 | 798.95 | 14,381.1 |
| 63 | 15 mm nominal bore | Each | 30 | 670.45 | 20,113.5 |
| 64 | 15mm nominal bore | Each | 18 | 574.3 | 10,337.4 |
| 65 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 550 | 530.9 | 2,91,995 |
| 66 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 550 | 634.45 | 3,48,947.5 |
| 67 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 550 | 1,505.25 | 8,27,887.5 |
| 68 | Upto 5mm depth and 5 mm width | Metre | 110 | 96.75 | 10,642.5 |
| 69 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 2250 | 617.05 | 13,88,362.5 |
| 70 | 75mm average thickness | Sqm | 483 | 378 | 1,82,574 |
| 71 | 50mm average thickness | Sqm | 724 | 256.35 | 1,85,597.4 |
| 72 | 25 mm average thickness | Sqm | 1207 | 126.75 | 1,52,987.25 |
| 73 | Bars upto 12 mm diameter | Metre | 1224 | 8.25 | 10,098 |
| 74 | Bars above 12 mm diameter | Metre | 2015 | 16.45 | 33,146.75 |
| 75 | 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 | 2912 | 29.25 | 85,176 |
| Schedule total | ₹1,89,67,587.76 | ||||
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concretemixdesignsystemimprovements.pdf
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SpecialConditionsforPaymentofSteel_1.pdf
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GCC 2022
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LaboratorySplconditionslatest.pdf
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Tenderdocument24.09.2024_1.pdf
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RevisedBrandsandmakesapprovedlist2025.pdf Approved brand
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SpecialConditionsZRTIGodavariHostel.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
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RevisedBrandsandmakesapprovedlist2025.pdf
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