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Tender Value
₹9.5 Cr
EMD Value
₹19.1 L
Closing Date
22 May 2026, 2:00 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
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).
16 conditions · 5 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.
Tender value is including escalation of (-)15% (minus fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e OS/Tenders/Engg/SC Division) as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General lnstructions 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.
Bhadrachalam Road : Development of crowd control measures and additional holding area at BDCR during Godavari Pushkarams-2027.
47_S_SC_26_OT
47_S_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹19.1 L
22 May 2026
29 Apr 2026
8 May 2026
221 items across 6 schedules · ₹11,21,01,910.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 13677 | — | 177.5 | 24,27,667.5 |
| 2 | Ordinary rock | cum | 20 | 498.9 | 9,978 |
| 3 | All kinds of soil. | cum | 844 | 260.3 | 2,19,693.2 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 100 | 215.6 | 21,560 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 200 | 352.15 | 70,430 |
| 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 | 692 | 196 | 1,35,632 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 915 | 700.5 | 6,40,957.5 |
| 8 | All kinds of soil | cum 2804 | — | 126.8 | 3,55,547.2 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 384 | 2,123.75 | 8,15,520 |
| 10 | All kinds of soil | Sqm 3500 | — | 34.15 | 1,19,525 |
| 11 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 48 | 17.6 | 844.8 |
| 12 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre 12991 | — | 279.7 | 36,33,582.7 |
| 13 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 275 | 93.05 | 25,588.75 |
| 14 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm 6709 | — | 410.85 | 27,56,392.65 |
| 15 | 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 1692 of 50 kg cement used | — | 18.15 | 30,709.8 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1285 | — | 392.15 | 5,03,912.75 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm 1714 | — | 927.25 | 15,89,306.5 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 2308 | — | 736.4 | 16,99,611.2 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 952 | 961.3 | 9,15,157.6 |
| 20 | Under 20 cm wide | Metre | 231 | 208.55 | 48,175.05 |
| 21 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 35 | 951.1 | 33,288.5 |
| 22 | 40 mm thick | Sqm | 4 | 1,706.55 | 6,826.2 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 10 | 733.5 | 7,335 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24 | 7,132.25 | 1,71,174 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 9,105.95 | 6,37,416.5 |
| 26 | 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 | 131 | 10,195.45 | 13,35,603.95 |
| 27 | 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 | 632 | 8,333.65 | 52,66,866.8 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 882 | 7,311.25 | 64,48,522.5 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 177 | 8,198.55 | 14,51,143.35 |
| 30 | Area of slab over 0.50 sqm | Sqm | 276 | 5,136.3 | 14,17,618.8 |
| 31 | Granite work | Metre | 197 | 510.95 | 1,00,657.15 |
| 32 | 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 | 321 | 1,267.95 | 4,07,011.95 |
| 33 | Second class teak wood | cum | 4.2 | 1,42,949.7 | 6,00,388.74 |
| 34 | 35 mm thick shutters | Sqm | 19 | 4,111.95 | 78,127.05 |
| 35 | 30 mm thick shutters | Sqm | 10 | 3,747.3 | 37,473 |
| 36 | Second class teak wood | Sqm | 17 | 3,323.2 | 56,494.4 |
| 37 | 18 mm thick | Sqm | 48 | 1,245.75 | 59,796 |
| 38 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 82 | 2,172.1 | 1,78,112.2 |
| 39 | On one side only | Sqm | 76 | 478 | 36,328 |
| 40 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 10 | 462.35 | 4,623.5 |
| 41 | Second class teak wood | Sqm | 28 | 4,852.3 | 1,35,864.4 |
| 42 | 25 mm dia | Metre | 74 | 525.55 | 38,890.7 |
| 43 | With 12 mm mild steel U beading | Sqm | 25 | 939.2 | 23,480 |
| 44 | 300x16 mm | Each | 90 | 216.55 | 19,489.5 |
| 45 | 250x10 mm | Each | 49 | 83.9 | 4,111.1 |
| 46 | 125x64x2.50 mm | Each | 314 | 129.85 | 40,772.9 |
| 47 | 250x10 mm | Each | 37 | 441.6 | 16,339.2 |
| 48 | 125 mm | Each | 26 | 256.65 | 6,672.9 |
| 49 | Size 40 mm | Each | 38 | 319.75 | 12,150.5 |
| 50 | 100 mm | Each | 16 | 206.25 | 3,300 |
| 51 | 75x45x3.2 mm | Each | 92 | 76.5 | 7,038 |
| 52 | 300x16 mm | Each | 20 | 303.25 | 6,065 |
| 53 | 250x16 mm | Each | 36 | 260.6 | 9,381.6 |
| 54 | 250x10 mm | Each | 13 | 115.15 | 1,496.95 |
| 55 | 100 mm | Each | 44 | 59.55 | 2,620.2 |
| 56 | 75 mm | Each | 76 | 51.75 | 3,933 |
| 57 | Twin rubber stopper | Each | 60 | 72.35 | 4,341 |
| 58 | Double strip (horizontal type) | Each | 76 | 39.7 | 3,017.2 |
| 59 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 12 | 573.45 | 6,881.4 |
| 60 | Non decorative finish (matt finish) | Sqm | 3 | 3,997.45 | 11,992.35 |
| 61 | 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 | 79 | 10,993.55 | 8,68,490.45 |
| 62 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 5 | 8,247.25 | 41,236.25 |
| 63 | 125 mm | Each | 90 | 119.2 | 10,728 |
| 64 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 12 | 5,804.35 | 69,652.2 |
| 65 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 30 | 3,653.2 | 1,09,596 |
| 66 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 402 | 614.2 | 2,46,908.4 |
| 67 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 110 | 83.85 | 9,223.5 |
| 68 | 25 mm thick | Sqm | 10 | 1,948.25 | 19,482.5 |
| 69 | 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 | 306 | 1,315.3 | 4,02,481.8 |
| 70 | Size of Tile 600 x 1200 mm | Sqm | 817 | 1,577.15 | 12,88,531.55 |
| 71 | Size of Tile 600x600 mm | Sqm | 33 | 1,623.05 | 53,560.65 |
| 72 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 104 | 3,186.7 | 3,31,416.8 |
| 73 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 249 | 4,481.3 | 11,15,843.7 |
| 74 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 545 | 195.6 | 1,06,602 |
| 75 | 75 mm diameter | Metre | 90 | 248.8 | 22,392 |
| 76 | 110 mm diameter | Metre | 90 | 377.4 | 33,966 |
| 77 | 75 mm bend | Each | 45 | 105.9 | 4,765.5 |
| 78 | 110 mm bend | Each | 39 | 150.35 | 5,863.65 |
| 79 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 295 | 1,529.1 | 4,51,084.5 |
| 80 | 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 | 282 | 738.65 | 2,08,299.3 |
| 81 | Ridges plain (500 - 600mm) | Metre | 26 | 532.35 | 13,841.1 |
| 82 | Crimp curve | Sqm | 72 | 496.75 | 35,766 |
| 83 | 1:6 (1 cement: 6 fine sand) | Sqm 1873 | — | 333.35 | 6,24,364.55 |
| 84 | 1:6 (1 cement: 6 coarse sand) | Sqm 4609 | — | 395.35 | 18,22,168.15 |
| 85 | 1:6 (1 cement: 6 coarse sand) | Sqm | 609 | 466.05 | 2,83,824.45 |
| 86 | 1:3 (1 cement: 3 fine sand) | Sqm 1605 | — | 439.25 | 7,04,996.25 |
| 87 | 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 3399 | — | 518.55 | 17,62,551.45 |
| 88 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 300 | 262.7 | 78,810 |
| 89 | Raised Band | cm per metre | 72 | 9.35 | 673.2 |
| 90 | 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 | 310 | 185.65 | 57,551.5 |
| 91 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 200 | 116.9 | 23,380 |
| 92 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm 3212 | — | 171.1 | 5,49,573.2 |
| 93 | 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 1873 | — | 193.7 | 3,62,800.1 |
| 94 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 246 | 226.25 | 55,657.5 |
| 95 | Two coats | Sqm 5010 | — | 142.8 | 7,15,428 |
| 96 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 181 | 2,434.25 | 4,40,599.25 |
| 97 | 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 | 154 | 3,551.25 | 5,46,892.5 |
| 98 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg 16250 | — | 9.05 | 1,47,062.5 |
| 99 | In cement mortar | cum | 594 | 2,060.2 | 12,23,758.8 |
| 100 | From brick work in cement mortar | 1000 112000 Nos. | — | 6,700.8 | 7,50,489.6 |
| 101 | In cement mortar | cum | 155 | 2,458.95 | 3,81,137.25 |
| 102 | Of area 3 sq. metres and below | Each | 122 | 367.2 | 44,798.4 |
| 103 | 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 6470 | — | 5.65 | 36,555.5 |
| 104 | G.S. Sheet | Sqm | 521 | 164.95 | 85,938.95 |
| 105 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 50 | 2,664.65 | 1,33,232.5 |
| 106 | Thickness above 40 mm up to 75 mm | Sqm | 10 | 433.55 | 4,335.5 |
| 107 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum 2173 | — | 263.95 | 5,73,563.35 |
| 108 | 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 8157 | — | 218.9 | 17,85,567.3 |
| 109 | 90 mm to 45 mm size stone aggregate | cum 1222 | — | 2,098.4 | 25,64,244.8 |
| 110 | 53 mm to 22.4 mm size stone aggregate | cum | 815 | 1,842.3 | 15,01,474.5 |
| 111 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum 2037 | — | 1,046.95 | 21,32,637.15 |
| 112 | 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 | 200 | 375.8 | 75,160 |
| 113 | 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 | 20 | 972 | 19,440 |
| 114 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm 8494 | — | 1,091.5 | 92,71,201 |
| 115 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 116 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 117 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,301.75 | 46,035 |
| 118 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 12 | 6,940.75 | 83,289 |
| 119 | 32 mm dia | Each | 12 | 119.55 | 1,434.6 |
| 120 | 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 | 12 | 1,607.95 | 19,295.4 |
| 121 | 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 | 12 | 1,083.5 | 13,002 |
| 122 | C.P. brass | Each | 12 | 803.7 | 9,644.4 |
| 123 | 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 | 12 | 231.95 | 2,783.4 |
| 124 | 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 | 10 | 708.95 | 7,089.5 |
| 125 | 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 11000 Litre | — | 11 | 1,21,000 |
| 126 | 100 mm nominal dia | Each | 100 | 37.6 | 3,760 |
| 127 | 125 mm nominal dia with 25 mm waste hole | Each | 64 | 51.85 | 3,318.4 |
| 128 | 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 | 32 | 111.45 | 3,566.4 |
| 129 | 15 mm nominal bore with 45 cm length | Each | 20 | 121.9 | 2,438 |
| 130 | 25mm nominal bore, weighing not less than 62 gms | Each | 20 | 113.35 | 2,267 |
| 131 | 150 mm diameter | Metre | 120 | 695.8 | 83,496 |
| 132 | 300 mm diameter | Metre | 60 | 2,064.15 | 1,23,849 |
| 133 | Square shape 450 mm internal dimensions | Each | 18 | 1,155.45 | 20,798.1 |
| 134 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 10 | 495.05 | 4,950.5 |
| 135 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 10 | 598.6 | 5,986 |
| 136 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,176.8 | 11,768 |
| 137 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 68 | 1,505.25 | 1,02,357 |
| 138 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 10 | 1,685.4 | 16,854 |
| 139 | Frame size 65 x 100 mm | Metre | 97 | 1,111.3 | 1,07,796.1 |
| 140 | 30 mm thick | Sqm | 26 | 4,346.7 | 1,13,014.2 |
| Schedule total | ₹6,99,43,096.79 | ||||
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