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Tender Value
₹3.6 Cr
EMD Value
₹3.3 L
Closing Date
20 Mar 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 - A) STTC - Improvement to Admin Building facade and rooms in STTC/MLY, B) STTC - Proposed Improvement of Hostel building at STTC Moula Ali, C) STTC - Proposed construction of Store room (11mx8m)at STTC Moula Ali
22_DRM_W_HYB_26
22_DRM_W_HYB_26
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹3.3 L
20 Mar 2026
24 Feb 2026
6 Mar 2026
160 items across 5 schedules · ₹4,17,09,623.79 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 200 | 196.66 | 39,332 |
| 2 | 1km | cum | 190 | 217.55 | 41,334.5 |
| 3 | 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 | 450 | 494.1 | 2,22,345 |
| 4 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 149 | 283.98 | 42,313.02 |
| 5 | All kinds of soil | cum | 1022.5 | 177.5 | 1,81,493.75 |
| 6 | Ordinary rock | cum | 207.5 | 498.9 | 1,03,521.75 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2 | 2,123.75 | 4,247.5 |
| 8 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 1500 | 18.15 | 27,225 |
| 9 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 98 | 749.3 | 73,431.4 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 300 | 927.25 | 2,78,175 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 280 | 736.4 | 2,06,192 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 330 | 961.3 | 3,17,229 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 70 | 764.95 | 53,546.5 |
| 14 | Under 20 cm wide | Metre | 139.5 | 208.55 | 29,092.73 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 39 | 951.1 | 37,092.9 |
| 16 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 500 | 384.3 | 1,92,150 |
| 17 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 107 | 8,752.55 | 9,36,522.85 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 7,311.25 | 6,21,456.25 |
| 19 | Area of slab upto 0.50 sqm | Sqm | 164 | 5,413.5 | 8,87,814 |
| 20 | Area of slab over 0.50 sqm | Sqm | 42 | 5,136.3 | 2,15,724.6 |
| 21 | 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 | 88 | 1,267.95 | 1,11,579.6 |
| 22 | 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 | 560 | 5,015.05 | 28,08,428 |
| 23 | Second class teak wood | cum | 1.4 | 1,42,949.7 | 2,00,129.58 |
| 24 | Kiln seasoned and chemically treated hollock wood | cum | 2.5 | 83,378.05 | 2,08,445.13 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 45 | 3,473.85 | 1,56,323.25 |
| 26 | 25 mm dia | Metre | 90 | 525.55 | 47,299.5 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2400 | 238.35 | 5,72,040 |
| 28 | With 2nd class teak wood beading 62X19 mm | Sqm | 300 | 1,308.35 | 3,92,505 |
| 29 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 30 | 250x10 mm | Each | 15 | 441.6 | 6,624 |
| 31 | 200x10 mm | Each | 45 | 358.4 | 16,128 |
| 32 | 250x16x5 mm | Each | 45 | 308 | 13,860 |
| 33 | 125 mm | Each | 55 | 256.65 | 14,115.75 |
| 34 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 55 | 121.65 | 6,690.75 |
| 35 | 250x16 mm | Each | 55 | 260.6 | 14,333 |
| 36 | 150x10 mm | Each | 29 | 82.55 | 2,393.95 |
| 37 | 75 mm | Each | 34 | 51.75 | 1,759.5 |
| 38 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. 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 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 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. | Sqm | 88 | 3,253.8 | 2,86,334.4 |
| 39 | Non decorative finish (matt finish) | Sqm | 5 | 3,997.45 | 19,987.25 |
| 40 | 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 | 222 | 10,993.55 | 24,40,568.1 |
| 41 | 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 | 120 | 10,874.2 | 13,04,904 |
| 42 | 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 | 55 | 2,593.15 | 1,42,623.25 |
| 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 | 5200 | 772.4 | 40,16,480 |
| 44 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 150 | 1,315.3 | 1,97,295 |
| 45 | Size of Tile 600x600 mm | Sqm | 610 | 1,553.45 | 9,47,604.5 |
| 46 | Size of Tile 600 x 600 mm | Sqm | 20 | 1,464.85 | 29,297 |
| 47 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 22 | 3,186.7 | 70,107.4 |
| 48 | 75 mm diameter | Metre | 150 | 248.8 | 37,320 |
| 49 | 110 mm diameter | Metre | 250 | 377.4 | 94,350 |
| 50 | 75x75x75 mm | Each | 50 | 144.3 | 7,215 |
| 51 | 75 mm bend | Each | 40 | 105.9 | 4,236 |
| 52 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 53 | 110 mm Shoe | Each | 70 | 131.85 | 9,229.5 |
| 54 | 110 mm | Each | 200 | 371.3 | 74,260 |
| 55 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 847 | 1,355.8 | 11,48,362.6 |
| 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 | 300 | 738.65 | 2,21,595 |
| 57 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1550 | 357.35 | 5,53,892.5 |
| 58 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1300 | 411.75 | 5,35,275 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 425.55 | 2,12,775 |
| 60 | 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 | 1150 | 518.55 | 5,96,332.5 |
| 61 | Raised and cut pointing | Sqm | 300 | 419.9 | 1,25,970 |
| 62 | 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 | 2050 | 160.6 | 3,29,230 |
| 63 | 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 | 4660 | 193.7 | 9,02,642 |
| 64 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 65 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 95 | 226.25 | 21,493.75 |
| 66 | 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 | 2810 | 156.05 | 4,38,500.5 |
| 67 | 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 | 1528 | 338.25 | 5,16,846 |
| 68 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 10 | 134.1 | 1,341 |
| 69 | 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 | 100 | 3.25 | 325 |
| 70 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 35 | 2,434.25 | 85,198.75 |
| 71 | 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 | 5 | 3,551.25 | 17,756.25 |
| 72 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 515 | 9.05 | 4,660.75 |
| 73 | In cement mortar | cum | 46 | 2,060.2 | 94,769.2 |
| 74 | In cement mortar | cum | 30 | 2,458.95 | 73,768.5 |
| 75 | Of area 3 sq. metres and below | Each | 74 | 367.2 | 27,172.8 |
| 76 | R.S. Joists | Kg | 1000 | 3.4 | 3,400 |
| 77 | For thickness of tiles 10 mm to 25 mm | Sqm | 500 | 73.4 | 36,700 |
| 78 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : | cum | 50 | 1,317.65 | 65,882.5 |
| 79 | 150 mm dia pipe | Metre | 100 | 80.25 | 8,025 |
| 80 | 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 | 500.1 | 54.65 | 27,330.47 |
| 81 | 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 | 300 | 218.9 | 65,670 |
| 82 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 100 | 7,993.8 | 7,99,380 |
| 83 | 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 | 300 | 375.8 | 1,12,740 |
| 84 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 7 | 6,767.4 | 47,371.8 |
| 85 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 86 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 7 | 2,648.85 | 18,541.95 |
| 87 | 32 mm dia | Each | 35 | 119.55 | 4,184.25 |
| 88 | 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 | 9 | 1,607.95 | 14,471.55 |
| 89 | 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 | 5 | 708.95 | 3,544.75 |
| 90 | 15 mm nominal dia Pipes | Metre | 30 | 286.8 | 8,604 |
| 91 | 25 mm nominal dia Pipes | Metre | 60 | 401.55 | 24,093 |
| 92 | 50 mm dia nominal bore | Metre | 80 | 1,048.35 | 83,868 |
| 93 | 20 mm dia nominal bore | Metre | 75 | 368.6 | 27,645 |
| 94 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 95 | 50 mm dia nominal bore | Metre | 100 | 762.15 | 76,215 |
| 96 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 97 | 20 mm nominal bore | Each | 9 | 462.5 | 4,162.5 |
| 98 | 15 mm nominal bore | Each | 12 | 85 | 1,020 |
| 99 | 15 mm nominal bore | Each | 35 | 97.75 | 3,421.25 |
| 100 | 150 mm diameter | Each | 5 | 222.35 | 1,111.75 |
| 101 | 50 mm nominal bore | Each | 22 | 823.8 | 18,123.6 |
| 102 | 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 | 25000 | 11 | 2,75,000 |
| 103 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 104 | 15 mm nominal bore | Each | 27 | 798.95 | 21,571.65 |
| 105 | 15mm nominal bore | Each | 32 | 574.3 | 18,377.6 |
| 106 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 15 | 112.8 | 1,692 |
| 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 | 20 | 111.45 | 2,229 |
| 108 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 275 | 495.05 | 1,36,138.75 |
| 109 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 60 | 1,176.8 | 70,608 |
| 110 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 111 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 500 | 1,684.6 | 8,42,300 |
| 112 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 25.5 | 16,112.1 | 4,10,858.55 |
| 113 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 50 | 15,155.6 | 7,57,780 |
| 114 | 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 | 5500 | 414.3 | 22,78,650 |
| 115 | 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 | 270 | 3,718.7 | 10,04,049 |
| 116 | 75mm average thickness | Sqm | 212 | 378 | 80,136 |
| 117 | 50mm average thickness | Sqm | 220 | 256.35 | 56,397 |
| 118 | 25 mm average thickness | Sqm | 400 | 126.75 | 50,700 |
| 119 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 301 | 141.2 | 42,501.2 |
| 120 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 365 | 9,844.65 | 35,93,297.25 |
| 121 | Frame size 65 x 125 mm | Metre | 70 | 1,381.6 | 96,712 |
| 122 | 30 mm thick | Sqm | 60 | 4,764.2 | 2,85,852 |
| Schedule total | ₹3,64,13,952.33 | ||||
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