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Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
3 Jul 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 · 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
Hyderabad Division: Proposed Construction of Running Room of 20 Beds capacity at MLY
75_DRM_W_HYB_26
75_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹6.2 L
3 Jul 2026
8 Jun 2026
19 Jun 2026
237 items across 6 schedules · ₹1,59,78,013.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 150 | 196.66 | 29,499 |
| 2 | 1km | cum | 140 | 217.55 | 30,457 |
| 3 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 100 | 283.98 | 28,398 |
| 4 | All kinds of soil | cum | 220 | 177.5 | 39,050 |
| 5 | Ordinary rock | cum | 40 | 498.9 | 19,956 |
| 6 | 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 | 130 | 196 | 25,480 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 25 | 2,123.75 | 53,093.75 |
| 8 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 280 | 310.05 | 86,814 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 160 | 392.15 | 62,744 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 110 | 842.5 | 92,675 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 765 | 927.25 | 7,09,346.25 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 540 | 736.4 | 3,97,656 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 390 | 961.3 | 3,74,907 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 40 | 764.95 | 30,598 |
| 15 | Under 20 cm wide | Metre | 180 | 208.55 | 37,539 |
| 16 | Above 20 cm wide | Sqm | 45 | 879.05 | 39,557.25 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 25 | 951.1 | 23,777.5 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 680 | 384.3 | 2,61,324 |
| 19 | 50 mm thick | Sqm | 15 | 1,886.9 | 28,303.5 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 120 | 733.5 | 88,020 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 12 | 7,370.65 | 88,447.8 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 8,962.35 | 2,24,058.75 |
| 23 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 134 | 10,195.45 | 13,66,190.3 |
| 24 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 25 | 1,132.5 | 28,312.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 7,311.25 | 5,48,343.75 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 38 | 8,198.55 | 3,11,544.9 |
| 27 | Area of slab upto 0.50 sqm | Sqm | 25 | 3,414.8 | 85,370 |
| 28 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 29 | Granite work | Metre | 15 | 510.95 | 7,664.25 |
| 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 | 150 | 1,267.95 | 1,90,192.5 |
| 31 | Second class teak wood | cum | 1.25 | 1,42,949.7 | 1,78,687.13 |
| 32 | 35 mm thick shutters | Sqm | 25 | 4,111.95 | 1,02,798.75 |
| 33 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 25 | 2,241.8 | 56,045 |
| 34 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 5 | 1,800.45 | 9,002.25 |
| 35 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 3,167.95 | 76,030.8 |
| 36 | 50x12 mm | Metre | 50 | 221.1 | 11,055 |
| 37 | 25 mm dia | Metre | 65 | 525.55 | 34,160.75 |
| 38 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 750 | 238.35 | 1,78,762.5 |
| 39 | 300x16 mm | Each | 50 | 216.55 | 10,827.5 |
| 40 | 250x10 mm | Each | 40 | 441.6 | 17,664 |
| 41 | 40 mm | Each | 20 | 311.2 | 6,224 |
| 42 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 43 | Size 40 mm | Each | 20 | 319.75 | 6,395 |
| 44 | 250x10 mm | Each | 20 | 115.15 | 2,303 |
| 45 | 75 mm | Each | 22 | 51.75 | 1,138.5 |
| 46 | Twin rubber stopper | Each | 68 | 72.35 | 4,919.8 |
| 47 | 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 | 22 | 2,969.25 | 65,323.5 |
| 48 | 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 | 30 | 3,253.8 | 97,614 |
| 49 | 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 | 50 | 492.7 | 24,635 |
| 50 | 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 | 28 | 8,298.85 | 2,32,367.8 |
| 51 | 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 | 35 | 10,993.55 | 3,84,774.25 |
| 52 | Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 55 | 8,287.05 | 4,55,787.75 |
| 53 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board12 mm thick confirming to IS:14587 | Sqm | 20 | 1,956.9 | 39,138 |
| 54 | 12 mm thick. | Sqm | 25 | 1,212.75 | 30,318.75 |
| 55 | 18 mm thick. | Sqm | 25 | 1,436.55 | 35,913.75 |
| 56 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 9 | 11,439.6 | 1,02,956.4 |
| 57 | 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 | 450 | 772.4 | 3,47,580 |
| 58 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 115 | 614.2 | 70,633 |
| 59 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 115 | 83.85 | 9,642.75 |
| 60 | Acid and alkali resistant tile | Sqm | 115 | 1,884.9 | 2,16,763.5 |
| 61 | 8 mm thick | Sqm | 40 | 1,475.35 | 59,014 |
| 62 | 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 | 110 | 1,112.7 | 1,22,397 |
| 63 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (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 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 pigments etc., complete. | Sqm | 85 | 1,439.4 | 1,22,349 |
| 64 | Size of Tile 600x600 mm | Sqm | 700 | 1,553.45 | 10,87,415 |
| 65 | Size of Tile 800x800 mm | Sqm | 50 | 1,885.5 | 94,275 |
| 66 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 50 | 1,257.55 | 62,877.5 |
| 67 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 35 | 1,029.65 | 36,037.75 |
| 68 | Flat surfaces | Sqm | 500 | 1,718.95 | 8,59,475 |
| 69 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 120 | 607.45 | 72,894 |
| 70 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 71 | 110 mm | Each | 15 | 136.15 | 2,042.25 |
| 72 | 110x110x110 mm | Each | 15 | 234.15 | 3,512.25 |
| 73 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 74 | 110 mm Shoe | Each | 15 | 131.85 | 1,977.75 |
| 75 | 110 mm | Each | 450 | 371.3 | 1,67,085 |
| 76 | 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 | 100 | 738.65 | 73,865 |
| 77 | 1:6 (1 cement: 6 fine sand) | Sqm | 3505 | 383 | 13,42,415 |
| 78 | 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 | 220 | 185.65 | 40,843 |
| 79 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 1820 | 223.6 | 4,06,952 |
| 80 | 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 | 650 | 160.6 | 1,04,390 |
| 81 | Two or more coats on new work | Sqm | 230 | 155.9 | 35,857 |
| 82 | New work | Sqm | 38 | 197.65 | 7,510.7 |
| 83 | 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 | 1520 | 156.05 | 2,37,196 |
| 84 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 3 | 2,434.25 | 7,302.75 |
| 85 | 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 |
| 86 | In cement mortar | cum | 5 | 2,458.95 | 12,294.75 |
| 87 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 4035 | 60.5 | 2,44,117.5 |
| 88 | New work (Two or more coats) | Sqm | 350 | 188.2 | 65,870 |
| 89 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 250 | 206.3 | 51,575 |
| 90 | 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 | 100 | 11,129.55 | 11,12,955 |
| 91 | 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 35 | 11,032.2 | 3,86,127 |
| 92 | 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 | 280 | 972 | 2,72,160 |
| 93 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 250 | 2,914.3 | 7,28,575 |
| 94 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 95 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 6,258.75 | 37,552.5 |
| 96 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 8 | 2,226.35 | 17,810.8 |
| 97 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 98 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 10 | 142.85 | 1,428.5 |
| 99 | 32 mm dia | Each | 8 | 119.55 | 956.4 |
| 100 | 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 | 8 | 1,607.95 | 12,863.6 |
| 101 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 8 | 115.3 | 922.4 |
| 102 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 8 | 367.1 | 2,936.8 |
| 103 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 8 | 168.35 | 1,346.8 |
| 104 | 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 | 8 | 231.95 | 1,855.6 |
| 105 | 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 | 15 | 708.95 | 10,634.25 |
| 106 | 20 mm nominal dia Pipes | Metre | 98 | 335 | 32,830 |
| 107 | 25 mm nominal dia Pipes | Metre | 130 | 401.55 | 52,201.5 |
| 108 | 40 mm nominal dia Pipes | Metre | 65 | 702.95 | 45,691.75 |
| 109 | 50 mm nominal dia Pipes | Metre | 40 | 934.15 | 37,366 |
| 110 | 20 mm nominal dia Pipes | Metre | 250 | 537.6 | 1,34,400 |
| 111 | 25 mm nominal dia Pipes | Metre | 80 | 627.25 | 50,180 |
| 112 | 25 mm nominal dia Pipes | Metre | 40 | 355.4 | 14,216 |
| 113 | 32 mm nominal dia Pipes | Metre | 35 | 438.6 | 15,351 |
| 114 | 40 mm nominal dia Pipes | Metre | 24 | 563.05 | 13,513.2 |
| 115 | 20 mm dia nominal bore | Metre | 65 | 437.3 | 28,424.5 |
| 116 | 20 mm dia nominal bore | Metre | 40 | 635.2 | 25,408 |
| 117 | 20 mm dia nominal bore | Metre | 40 | 368.6 | 14,744 |
| 118 | 25 mm dia nominal bore | Metre | 40 | 467.75 | 18,710 |
| 119 | 32 mm dia nominal bore | Metre | 250 | 540.3 | 1,35,075 |
| 120 | 50 mm dia nominal bore | Metre | 500 | 762.15 | 3,81,075 |
| 121 | 25 to 40 mm nominal bore | Each | 15 | 911.9 | 13,678.5 |
| 122 | 50 to 80 mm nominal bore | Each | 15 | 1,785.35 | 26,780.25 |
| 123 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 124 | 25 mm nominal bore | Each | 13 | 622.4 | 8,091.2 |
| 125 | 40 mm nominal bore | Each | 5 | 826.1 | 4,130.5 |
| 126 | 50 mm nominal bore | Each | 13 | 1,026.65 | 13,346.45 |
| 127 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 128 | 25 mm nominal bore | Each | 13 | 464.05 | 6,032.65 |
| 129 | 15 mm nominal bore | Each | 13 | 85 | 1,105 |
| 130 | 150 mm diameter | Each | 5 | 222.35 | 1,111.75 |
| 131 | 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 | 3500 | 11 | 38,500 |
| 132 | 15 mm nominal bore | Each | 25 | 506.8 | 12,670 |
| 133 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 134 | 15mm nominal bore | Each | 15 | 574.3 | 8,614.5 |
| 135 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 15 | 112.8 | 1,692 |
| 136 | For 22.22 mm x 15.88 mm outer dia pipe | Each | 10 | 139.4 | 1,394 |
| 137 | 150 mm diameter | Metre | 125 | 695.8 | 86,975 |
| 138 | 150 mm diameter S.W. pipe | Metre | 380 | 1,179.85 | 4,48,343 |
| 139 | 150 mm diameter S.W. pipe | Metre | 380 | 743.1 | 2,82,378 |
| 140 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 13 | 12,770.55 | 1,66,017.15 |
| 141 | 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg | Each | 13 | 7,575.4 | 98,480.2 |
| 142 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 180 | 530.9 | 95,562 |
| 143 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 180 | 634.45 | 1,14,201 |
| 144 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 25 | 1,139.3 | 28,482.5 |
| 145 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 40 | 1,505.25 | 60,210 |
| 146 | With brass cover plate minimum 1.25 mm thickness | Each | 5 | 2,966.1 | 14,830.5 |
| 147 | For fixed portion | Kg | 180 | 12.8 | 2,304 |
| 148 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 23 | 16,112.1 | 3,70,578.3 |
| 149 | 200 mm nominal size dia | Metre | 50 | 1,113.35 | 55,667.5 |
| 150 | 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 |
| 151 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 7,387.25 | 66,485.25 |
| 152 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 55 | 9,844.65 | 5,41,455.75 |
| 153 | Cement mortar 1:4(1 cement : 4 coarse sand) | Sqm | 65 | 897.15 | 58,314.75 |
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