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Tender Value
₹7.6 Cr
EMD Value
₹5.3 L
Closing Date
13 Feb 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.
DKJ-MUGR Section : BDCR : Proposed improvements to circulating area & PF-1 surface, station building Facade, construction of New block for Dormitory & Retiring,CCI & HI Rooms, TTE Rest Rooms at Bhadrachalam Road station under Amrit Stations Phase-I (Additional work)
11_S_SC_26_OT~SCR
11_S_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹5.3 L
13 Feb 2026
22 Jan 2026
30 Jan 2026
295 items across 7 schedules · ₹8,58,80,726.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 847 | 177.5 | 1,50,342.5 |
| 2 | Ordinary rock | cum | 10 | 498.9 | 4,989 |
| 3 | All kinds of soil. | cum | 324 | 260.3 | 84,337.2 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 134 | 215.6 | 28,890.4 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 240 | 352.15 | 84,516 |
| 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 | 450 | 196 | 88,200 |
| 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 | 585 | 700.5 | 4,09,792.5 |
| 8 | All kinds of soil | cum | 339 | 126.8 | 42,985.2 |
| 9 | Ordinary or hard rock | cum | 10 | 227.4 | 2,274 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 73 | 2,123.75 | 1,55,033.75 |
| 11 | All kinds of soil | Sqm | 1100 | 34.15 | 37,565 |
| 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 | 133 | 279.7 | 37,200.1 |
| 13 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 332 | 93.05 | 30,892.6 |
| 14 | cum | 5 | 5,138 | 25,690 | |
| 15 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 44 | 842.5 | 37,070 |
| 16 | Each | 99 | 929.8 | 92,050.2 | |
| 17 | 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 | 81 | 410.85 | 33,278.85 |
| 18 | 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 | 717 | 18.15 | 13,013.55 |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 273 | 392.15 | 1,07,056.95 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 742 | 927.25 | 6,88,019.5 |
| 21 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 776 | 736.4 | 5,71,446.4 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 403 | 961.3 | 3,87,403.9 |
| 23 | Under 20 cm wide | Metre | 256 | 208.55 | 53,388.8 |
| 24 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 49 | 951.1 | 46,603.9 |
| 25 | 40 mm thick | Sqm | 10 | 1,706.55 | 17,065.5 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 66 | 7,132.25 | 4,70,728.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18 | 9,105.95 | 1,63,907.1 |
| 28 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 3 | 905.05 | 2,715.15 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 20 | 1,123.8 | 22,476 |
| 30 | 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 | 67 | 10,195.45 | 6,83,095.15 |
| 31 | 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 | 250 | 8,333.65 | 20,83,412.5 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 141 | 7,311.25 | 10,30,886.25 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 123 | 8,198.55 | 10,08,421.65 |
| 34 | Area of slab upto 0.50 sqm | Sqm | 64 | 5,413.5 | 3,46,464 |
| 35 | Area of slab over 0.50 sqm | Sqm | 303 | 5,136.3 | 15,56,298.9 |
| 36 | Area of slab over 0.50 sqm | Sqm | 300 | 3,848.7 | 11,54,610 |
| 37 | Granite work | Metre | 250 | 510.95 | 1,27,737.5 |
| 38 | 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 | 323 | 1,267.95 | 4,09,547.85 |
| 39 | Second class teak wood | cum | 1.5 | 1,42,949.7 | 2,14,424.55 |
| 40 | 35 mm thick shutters | Sqm | 6 | 4,111.95 | 24,671.7 |
| 41 | Second class teak wood | Sqm | 5 | 3,323.2 | 16,616 |
| 42 | 18 mm thick | Sqm | 59 | 1,245.75 | 73,499.25 |
| 43 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 2,172.1 | 52,130.4 |
| 44 | On one side only | Sqm | 52 | 478 | 24,856 |
| 45 | 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 | 24 | 462.35 | 11,096.4 |
| 46 | Second class teak wood | Sqm | 27 | 4,852.3 | 1,31,012.1 |
| 47 | 25 mm dia | Metre | 71 | 525.55 | 37,314.05 |
| 48 | With 12 mm mild steel U beading | Sqm | 39 | 939.2 | 36,628.8 |
| 49 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 50 | 250x10 mm | Each | 15 | 83.9 | 1,258.5 |
| 51 | 125x64x2.50 mm | Each | 66 | 129.85 | 8,570.1 |
| 52 | Size 40 mm | Each | 34 | 319.75 | 10,871.5 |
| 53 | 250x16 mm | Each | 26 | 260.6 | 6,775.6 |
| 54 | 200x10 mm | Each | 19 | 99.7 | 1,894.3 |
| 55 | 100 mm | Each | 26 | 59.55 | 1,548.3 |
| 56 | 75 mm | Each | 52 | 51.75 | 2,691 |
| 57 | Twin rubber stopper | Each | 15 | 72.35 | 1,085.25 |
| 58 | Double strip (horizontal type) | Each | 52 | 39.7 | 2,064.4 |
| 59 | With 12 mm mild steel U beading | Sqm | 22 | 1,228 | 27,016 |
| 60 | 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 | 54 | 10,993.55 | 5,93,651.7 |
| 61 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 4.5 | 8,247.25 | 37,112.63 |
| 62 | 125 mm | Each | 32 | 119.2 | 3,814.4 |
| 63 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 138 | 614.2 | 84,759.6 |
| 64 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 138 | 83.85 | 11,571.3 |
| 65 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 60 | 1,328.35 | 79,701 |
| 66 | 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 | 61 | 1,315.3 | 80,233.3 |
| 67 | Size of Tile 600 x 600 mm | Sqm | 303 | 1,464.85 | 4,43,849.55 |
| 68 | Size of Tile 600x600 mm | Sqm | 382 | 1,623.05 | 6,20,005.1 |
| 69 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 113 | 3,186.7 | 3,60,097.1 |
| 70 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 29 | 4,481.3 | 1,29,957.7 |
| 71 | 75 mm diameter | Metre | 258 | 248.8 | 64,190.4 |
| 72 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 73 | 75 mm bend | Each | 75 | 105.9 | 7,942.5 |
| 74 | 110 mm bend | Each | 75 | 150.35 | 11,276.25 |
| 75 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 70 | 1,529.1 | 1,07,037 |
| 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 | 296 | 738.65 | 2,18,640.4 |
| 77 | Crimp curve | Sqm | 9 | 496.75 | 4,470.75 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm | 438 | 383 | 1,67,754 |
| 79 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2522 | 395.35 | 9,97,072.7 |
| 80 | 1:3 (1 cement: 3 fine sand) | Sqm | 67 | 439.25 | 29,429.75 |
| 81 | 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 | 1048 | 518.55 | 5,43,440.4 |
| 82 | In two coats | Sqm | 120 | 1,175.75 | 1,41,090 |
| 83 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 133 | 262.7 | 34,939.1 |
| 84 | Raised Band | cm per metre | 172 | 9.35 | 1,608.2 |
| 85 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 100 | 116.9 | 11,690 |
| 86 | 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 | 1588 | 171.1 | 2,71,706.8 |
| 87 | On concrete work | Sqm | 977.75 | 235.15 | 2,29,917.91 |
| 88 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 369 | 226.25 | 83,486.25 |
| 89 | 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 | 2522 | 156.05 | 3,93,558.1 |
| 90 | Two coats | Sqm | 1551 | 142.8 | 2,21,482.8 |
| 91 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 1000 | 25.15 | 25,150 |
| 92 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 1000 | 112.9 | 1,12,900 |
| 93 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 900 | 75.8 | 68,220 |
| 94 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 807 | 2,434.25 | 19,64,439.75 |
| 95 | 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 | 677 | 3,551.25 | 24,04,196.25 |
| 96 | In cement mortar | cum | 15 | 2,060.2 | 30,903 |
| 97 | In cement mortar | cum | 5 | 2,877.75 | 14,388.75 |
| 98 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 1925 | 266.45 | 5,12,916.25 |
| 99 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 327 | 420.8 | 1,37,601.6 |
| 100 | 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 | 408 | 263.95 | 1,07,691.6 |
| 101 | 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 | 5768 | 218.9 | 12,62,615.2 |
| 102 | On bituminous surface @ 0.25kg/sqm | Sqm | 2168 | 14.05 | 30,460.4 |
| 103 | New work (Two or more coats) | Sqm | 50 | 288.9 | 14,445 |
| 104 | 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 | 50 | 206.3 | 10,315 |
| 105 | 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 | 163 | 11,129.55 | 18,14,116.65 |
| 106 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 45 | 747.8 | 33,651 |
| 107 | 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 | 30 | 972 | 29,160 |
| 108 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | Sqm | 2168 | 7 | 15,176 |
| 109 | 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 | 56 | 2,914.3 | 1,63,200.8 |
| 110 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 969 | 1,091.5 | 10,57,663.5 |
| 111 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 13 | 6,515.55 | 84,702.15 |
| 112 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 17 | 2,301.75 | 39,129.75 |
| 113 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 114 | 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 | 13 | 6,940.75 | 90,229.75 |
| 115 | 32 mm dia | Each | 17 | 119.55 | 2,032.35 |
| 116 | 40 mm dia | Each | 1 | 119.55 | 119.55 |
| 117 | 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 | 16 | 1,607.95 | 25,727.2 |
| 118 | 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 | 16 | 1,083.5 | 17,336 |
| 119 | C.P. brass | Each | 13 | 803.7 | 10,448.1 |
| 120 | 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 | 4 | 231.95 | 927.8 |
| 121 | 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 |
| 122 | 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 | 6000 | 11 | 66,000 |
| 123 | 15 mm nominal bore | Each | 32 | 798.95 | 25,566.4 |
| 124 | 15 mm nominal bore | Each | 32 | 670.45 | 21,454.4 |
| 125 | 15mm nominal bore | Each | 40 | 574.3 | 22,972 |
| 126 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 24 | 112.8 | 2,707.2 |
| 127 | 125 mm nominal dia with 25 mm waste hole | Each | 18 | 51.85 | 933.3 |
| 128 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 13 | 121.4 | 1,578.2 |
| 129 | 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 | 17 | 111.45 | 1,894.65 |
| 130 | 150 mm diameter | Metre | 220 | 695.8 | 1,53,076 |
| 131 | 300 mm diameter | Metre | 120 | 2,064.15 | 2,47,698 |
| 132 | Rectangular shape 600x450 mm internal dimensions | Each | 8 | 1,437.65 | 11,501.2 |
| 133 | Square shape 450 mm internal dimensions | Each | 8 | 1,155.45 | 9,243.6 |
| 134 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 135 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 2 | 1,509.8 | 3,019.6 |
| 136 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 4 | 1,538.25 | 6,153 |
| 137 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 4 | 1,538.25 | 6,153 |
| 138 | Frame size 65 x 100 mm | Metre | 80 | 1,111.3 | 88,904 |
| 139 | 30 mm thick | Sqm | 22 | 4,346.7 | 95,627.4 |
| Schedule total | ₹2,99,61,211.44 | ||||
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