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Tender Value
₹23.9 Cr
EMD Value
₹47.8 L
Closing Date
17 Apr 2026, 2:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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).
17 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.
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.
SW 1)SC-KZJ Section: CHZ - Development/Improvements to Station building, circulating area on 2nd entry side and Provision of COP for full length on PF-1, 2 & 3 in lieu of terminal station facilities at Charlapalli station. SW 2)Charlapalli- Construction of RPF Post building at Charlapalli Station. SW 3) Secundarabad - Construction of New building of 5000 SqFt for Cyber cell for formation of integrated command control. SW 4) Secunderabad: Additional block for TTE Rest house with 27 beds (14-Male & 13-Female TTEs with separate Toilets), ACs, Kitchen, Store, R.O water and furniture provision. (Two packet system)
25_CR_SC_26_OT
25_CR_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹47.8 L
17 Apr 2026
26 Mar 2026
3 Apr 2026
474 items across 8 schedules · ₹27,74,15,685.37 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum-km | 18465 | 15.08 | 2,78,452.2 |
| 2 | Beyond 20 km per addl. km | cum-km | 9235 | 12.14 | 1,12,112.9 |
| 3 | 5km | cum | 40 | 261.35 | 10,454 |
| 4 | Beyond 5 km upto 10 km per km | cum-km | 200 | 18.53 | 3,706 |
| 5 | 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 | 1847 | 494.1 | 9,12,602.7 |
| 6 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 470 | 283.98 | 1,33,470.6 |
| 7 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 40 | 246.94 | 9,877.6 |
| 8 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 100 | 53.77 | 5,377 |
| 9 | All kinds of soil | cum | 3221.65 | 177.5 | 5,71,842.88 |
| 10 | Ordinary rock | cum | 185 | 498.9 | 92,296.5 |
| 11 | All kinds of soil. | cum | 2371 | 260.3 | 6,17,171.3 |
| 12 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 600 | 215.6 | 1,29,360 |
| 13 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 600 | 352.15 | 2,11,290 |
| 14 | 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 | 2577.25 | 196 | 5,05,141 |
| 15 | 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 | 926.75 | 700.5 | 6,49,188.38 |
| 16 | All kinds of soil | cum | 1125.75 | 126.8 | 1,42,745.1 |
| 17 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 677.15 | 2,123.75 | 14,38,097.31 |
| 18 | All kinds of soil | Sqm | 750 | 34.15 | 25,612.5 |
| 19 | Foundations, footings, bases for columns | Sqm | 470.4 | 392.15 | 1,84,467.36 |
| 20 | Each | 300 | 929.8 | 2,78,940 | |
| 21 | 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 | 481.4 | 410.85 | 1,97,783.19 |
| 22 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 20 | 495.75 | 9,915 |
| 23 | 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 | 55432.24 | 18.15 | 10,06,095.16 |
| 24 | 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 | 175 | 749.3 | 1,31,127.5 |
| 25 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1415 | 392.15 | 5,54,892.25 |
| 26 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2329 | 927.25 | 21,59,565.25 |
| 27 | Shelves (Cast in situ) | Sqm | 30 | 927.25 | 27,817.5 |
| 28 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2512.5 | 736.4 | 18,50,205 |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1904.68 | 961.3 | 18,30,968.88 |
| 30 | Stairs, (excluding landings) except spiral- staircases | Sqm | 237 | 764.95 | 1,81,293.15 |
| 31 | Under 20 cm wide | Metre | 795 | 208.55 | 1,65,797.25 |
| 32 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 70 | 951.1 | 66,577 |
| 33 | 40 mm thick | Sqm | 60 | 1,706.55 | 1,02,393 |
| 34 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 8.25 | 733.5 | 6,051.38 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 31 | 7,132.25 | 2,21,099.75 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 47 | 9,105.95 | 4,27,979.65 |
| 37 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 55 | 1,123.8 | 61,809 |
| 38 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 145 | 8,752.55 | 12,69,119.75 |
| 39 | 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 | 228.69 | 10,195.45 | 23,31,597.46 |
| 40 | 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 | 1120 | 8,333.65 | 93,33,688 |
| 41 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 517 | 7,311.25 | 37,79,916.25 |
| 42 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 21 | 9,275.45 | 1,94,784.45 |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 89 | 8,198.55 | 7,29,670.95 |
| 44 | Area of slab upto 0.50 sqm | Sqm | 85 | 5,413.5 | 4,60,147.5 |
| 45 | Area of slab over 0.50 sqm | Sqm | 285 | 5,136.3 | 14,63,845.5 |
| 46 | Area of slab upto 0.50 sqm | Sqm | 60 | 4,170.7 | 2,50,242 |
| 47 | Area of slab over 0.50 sqm | Sqm | 30 | 3,848.7 | 1,15,461 |
| 48 | Granite work | Metre | 260 | 510.95 | 1,32,847 |
| 49 | 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 | 939 | 1,267.95 | 11,90,605.05 |
| 50 | 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 | 270 | 5,015.05 | 13,54,063.5 |
| 51 | Second class teak wood | cum | 4.67 | 1,42,949.7 | 6,67,575.1 |
| 52 | 35 mm thick shutters | Sqm | 5.5 | 4,111.95 | 22,615.73 |
| 53 | Second class teak wood | Sqm | 5.5 | 3,323.2 | 18,277.6 |
| 54 | 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 | 88 | 1,800.45 | 1,58,439.6 |
| 55 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,473.85 | 2,08,431 |
| 56 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 93.66 | 3,167.95 | 2,96,710.2 |
| 57 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 38 | 2,392.65 | 90,920.7 |
| 58 | On one side only | Sqm | 78 | 478 | 37,284 |
| 59 | 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 | 116.78 | 462.35 | 53,993.23 |
| 60 | Second class teak wood | Sqm | 24 | 4,852.3 | 1,16,455.2 |
| 61 | With 12 mm mild steel U beading | Sqm | 20.4 | 939.2 | 19,159.68 |
| 62 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 510 | 228.85 | 1,16,713.5 |
| 63 | 100x58x1.90 mm | Each | 75 | 45 | 3,375 |
| 64 | 75x47x1.70 mm | Each | 75 | 39.3 | 2,947.5 |
| 65 | 125x90x4.00 mm | Each | 75 | 71.25 | 5,343.75 |
| 66 | 300x16 mm | Each | 39 | 216.55 | 8,445.45 |
| 67 | 250x10 mm | Each | 20 | 83.9 | 1,678 |
| 68 | 150x10 mm | Each | 20 | 59.45 | 1,189 |
| 69 | 125 mm | Each | 97 | 39.95 | 3,875.15 |
| 70 | 150 mm | Each | 20 | 33.1 | 662 |
| 71 | 125x64x2.50 mm | Each | 445 | 129.85 | 57,783.25 |
| 72 | 125x85x5.5 mm (heavy type) | Each | 18 | 268.65 | 4,835.7 |
| 73 | 250x10 mm | Each | 118 | 441.6 | 52,108.8 |
| 74 | 300x16x5 mm | Each | 4 | 322.2 | 1,288.8 |
| 75 | 125 mm | Each | 79 | 256.65 | 20,275.35 |
| 76 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 32 | 121.65 | 3,892.8 |
| 77 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 15 | 1,124.85 | 16,872.75 |
| 78 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 26 | 983.15 | 25,561.9 |
| 79 | 125 mm | Each | 20 | 231.05 | 4,621 |
| 80 | 125x75x4 mm | Each | 74 | 150.1 | 11,107.4 |
| 81 | 100x75x4 mm | Each | 20 | 115.4 | 2,308 |
| 82 | 75x63x4 mm | Each | 20 | 87.9 | 1,758 |
| 83 | 300x16 mm | Each | 92 | 303.25 | 27,899 |
| 84 | 250x16 mm | Each | 41 | 260.6 | 10,684.6 |
| 85 | 250x10 mm | Each | 66 | 115.15 | 7,599.9 |
| 86 | 200x10 mm | Each | 20 | 99.7 | 1,994 |
| 87 | 100x10 mm | Each | 20 | 64.7 | 1,294 |
| 88 | 125 mm | Each | 101 | 66.25 | 6,691.25 |
| 89 | 100 mm | Each | 20 | 59.55 | 1,191 |
| 90 | Twin rubber stopper | Each | 88 | 72.35 | 6,366.8 |
| 91 | Triple strip vertical type | Each | 50 | 52.5 | 2,625 |
| 92 | 30 mm thick plain PVC door shutters | Sqm | 13.1 | 3,182.95 | 41,696.65 |
| 93 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 39 | 570.95 | 22,267.05 |
| 94 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 18.06 | 3,720.75 | 67,196.75 |
| 95 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 20.75 | 4,488.95 | 93,145.71 |
| 96 | 1.0 mm thick | Sqm | 187.32 | 897.3 | 1,68,082.24 |
| 97 | With decorative veneering on one side and commercial veneering on other side | Sqm | 20.75 | 1,927.5 | 39,995.63 |
| 98 | With 12 mm mild steel U beading | Sqm | 208.05 | 1,228 | 2,55,485.4 |
| 99 | 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 | 44.28 | 10,993.55 | 4,86,794.39 |
| 100 | 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 | 65.16 | 10,874.2 | 7,08,562.87 |
| 101 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 32.8 | 12,372.25 | 4,05,809.8 |
| 102 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 163.05 | 8,247.25 | 13,44,714.11 |
| 103 | Using R2 series with frame (39mm & above ) x (39mm & above). (Height upto 1.2 meter) | Sqm | 7.16 | 8,054.75 | 57,672.01 |
| 104 | Using R4 series with frame (64mm & above ) x (50mm & above). (Height above 2.5 meter) | Sqm | 21.6 | 6,032.85 | 1,30,309.56 |
| 105 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 70 | 1,328.35 | 92,984.5 |
| 106 | Dark shade pigment using ordinary cement | Sqm | 1000 | 1,119.5 | 11,19,500 |
| 107 | 25 mm thick | Sqm | 80 | 1,948.25 | 1,55,860 |
| 108 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 166.97 | 1,096.55 | 1,83,090.95 |
| 109 | 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 | 235 | 1,112.7 | 2,61,484.5 |
| 110 | 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 colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 151 | 1,330 | 2,00,830 |
| 111 | Size of Tile 600x600 mm | Sqm | 1208.71 | 1,553.45 | 18,77,670.55 |
| 112 | Size of Tile 800x800 mm | Sqm | 200 | 1,885.5 | 3,77,100 |
| 113 | Size of Tile 1000x1000 mm | Sqm | 347 | 2,089.65 | 7,25,108.55 |
| 114 | Size of Tile 600 x 1200 mm | Sqm | 751 | 1,577.15 | 11,84,439.65 |
| 115 | Size of Tile 800 x 1200 mm | Sqm | 173 | 2,056.9 | 3,55,843.7 |
| 116 | Size of Tile 600x600 mm | Sqm | 238 | 1,623.05 | 3,86,285.9 |
| 117 | Size of Tile 1000x1000 mm | Sqm | 333.88 | 2,162.6 | 7,22,048.89 |
| 118 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 120 | 3,186.7 | 3,82,404 |
| 119 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 487 | 4,481.3 | 21,82,393.1 |
| 120 | 110 mm diameter | Metre | 438 | 377.4 | 1,65,301.2 |
| 121 | 110 mm | Each | 30 | 136.15 | 4,084.5 |
| 122 | 110 mm bend | Each | 84 | 150.35 | 12,629.4 |
| 123 | 110 mm Shoe | Each | 38 | 131.85 | 5,010.3 |
| 124 | 110 mm | Each | 252 | 371.3 | 93,567.6 |
| 125 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 37 | 54.7 | 2,023.9 |
| 126 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1532.6 | 1,355.8 | 20,77,899.08 |
| 127 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 65 | 1,529.1 | 99,391.5 |
| 128 | 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 | 9708 | 738.65 | 71,70,814.2 |
| 129 | Ridges plain (500 - 600mm) | Metre | 600 | 532.35 | 3,19,410 |
| 130 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size 24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T- sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. | Sqm | 27 | 2,158.15 | 58,270.05 |
| 131 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTMC 1549 and ASTMC 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in- Charge. | Sqm | 100 | 357.6 | 35,760 |
| 132 | 1:4 (1 cement: 4 fine sand) | Sqm | 425 | 347.05 | 1,47,496.25 |
| 133 | 1:6 (1 cement: 6 fine sand) | Sqm | 1915 | 333.35 | 6,38,365.25 |
| 134 | 1:4 (1 cement: 4 fine sand) | Sqm | 1278 | 399.45 | 5,10,497.1 |
| 135 | 1:6 (1 cement: 6 fine sand) | Sqm | 40 | 383 | 15,320 |
| 136 | 1:6 (1 cement: 6 fine sand) | Sqm | 2430 | 450 | 10,93,500 |
| 137 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4691 | 343.65 | 16,12,062.15 |
| 138 | 1:6 (1 cement: 6 coarse sand) | Sqm | 3612 | 395.35 | 14,28,004.2 |
| 139 | 1:6 (1 cement: 6 coarse sand) | Sqm | 956 | 466.05 | 4,45,543.8 |
| 140 | 1:3 (1 cement: 3 fine sand) | Sqm | 475 | 439.25 | 2,08,643.75 |
| 141 | 20 mm cement plaster | Sqm | 40 | 587.2 | 23,488 |
| 142 | 1:3 (1 cement : 3 fine sand) | Sqm | 1305 | 300.45 | 3,92,087.25 |
| 143 | Ordinary cement finish using ordinary cement | Sqm | 80 | 886.6 | 70,928 |
| 144 | Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. | Sqm | 100 | 829.95 | 82,995 |
| 145 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 500 | 22.1 | 11,050 |
| 146 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 70 | 262.7 | 18,389 |
| 147 | Flush Band | cm per metre | 50 | 7.5 | 375 |
| 148 | Flush/ Ruled pointing | Sqm | 412.9 | 385.4 | 1,59,131.66 |
| 149 | New work (three or more coats) | Sqm | 300 | 39.05 | 11,715 |
| 150 | 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 | 100 | 185.65 | 18,565 |
| 151 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1200 | 116.9 | 1,40,280 |
| 152 | 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 | 1710 | 223.6 | 3,82,356 |
| 153 | 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 | 11867 | 193.7 | 22,98,637.9 |
| 154 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 200 | 176.25 | 35,250 |
| 155 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 100 | 170.7 | 17,070 |
| 156 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 2166 | 181.25 | 3,92,587.5 |
| 157 | Two or more coats on new work | Sqm | 315 | 155.9 | 49,108.5 |
| 158 | Two or more coats on new work | Sqm | 6000 | 146.8 | 8,80,800 |
| 159 | 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 | 9021 | 156.05 | 14,07,727.05 |
| 160 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 200 | 19.75 | 3,950 |
| 161 | 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 | 200 | 25.15 | 5,030 |
| 162 | 100 mm | Each | 20 | 61.85 | 1,237 |
| 163 | 3 mm thick | Sqm | 865 | 537.45 | 4,64,894.25 |
| 164 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 287.25 | 2,434.25 | 6,99,238.31 |
| 165 | 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 | 120 | 3,551.25 | 4,26,150 |
| 166 | In lime mortar | cum | 50 | 851.5 | 42,575 |
| 167 | In cement mortar | cum | 192 | 2,060.2 | 3,95,558.4 |
| 168 | In cement mortar | cum | 405 | 2,458.95 | 9,95,874.75 |
| 169 | Of area 3 sq. metres and below | Each | 30 | 367.2 | 11,016 |
| 170 | Of area 3 sq. metres and below | Each | 30 | 143.5 | 4,305 |
| 171 | Of sectional area 40 square centimetres and above | cum | 20 | 4,459.1 | 89,182 |
| 172 | Channels, angles, tees and flats | Kg | 5100 | 2.3 | 11,730 |
| 173 | For thickness of tiles 10 mm to 25 mm | Sqm | 40 | 73.4 | 2,936 |
| 174 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 1054.75 | 266.45 | 2,81,038.14 |
| 175 | G.S. Sheet | Sqm | 120 | 164.95 | 19,794 |
| 176 | Asbestos Cement sheet | Sqm | 120 | 77.3 | 9,276 |
| 177 | Thickness above 40 mm up to 75 mm | Sqm | 120 | 433.55 | 52,026 |
| 178 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 220 | 56.35 | 12,397 |
| 179 | 15 mm to 40 mm nominal bore | Metre | 520 | 149.8 | 77,896 |
| 180 | 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 | 220 | 54.65 | 12,023 |
| 181 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 70 | 56.35 | 3,944.5 |
| 182 | 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 | 3995 | 263.95 | 10,54,480.25 |
| 183 | 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 | 7944.5 | 218.9 | 17,39,051.05 |
| 184 | 90 mm to 45 mm size stone aggregate | cum | 1052.5 | 2,098.4 | 22,08,566 |
| 185 | 53 mm to 22.4 mm size stone aggregate | cum | 789.38 | 1,842.3 | 14,54,274.77 |
| 186 | Good earth | cum | 150 | 775.5 | 1,16,325 |
| 187 | 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 | 685.5 | 1,046.95 | 7,17,684.23 |
| 188 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | 5262.5 | 125.3 | 6,59,391.25 |
| 189 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 40 | 48.2 | 1,928 |
| 190 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 5262.5 | 21.2 | 1,11,565 |
| 191 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm | 5262.5 | 130.85 | 6,88,598.13 |
| 192 | New work (Two or more coats) | Sqm | 40 | 288.9 | 11,556 |
| 193 | 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 | 555 | 206.3 | 1,14,496.5 |
| 194 | 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 | 320 | 375.8 | 1,20,256 |
| 195 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 566.25 | 12,126.2 | 68,66,460.75 |
| 196 | Overhead informatory road signage | Sqm | 40 | 5,879.9 | 2,35,196 |
| 197 | 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 | 290 | 747.8 | 2,16,862 |
| 198 | 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 | 1170.7 | 2,914.3 | 34,11,771.01 |
| 199 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 50 | 1,045.65 | 52,282.5 |
| 200 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1160 | 1,091.5 | 12,66,140 |
| 201 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 21 | 6,767.4 | 1,42,115.4 |
| 202 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 25 | 6,515.55 | 1,62,888.75 |
| 203 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 28 | 6,258.75 | 1,75,245 |
| 204 | Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern | Each | 5 | 13,417.3 | 67,086.5 |
| 205 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 18,008.75 | 36,017.5 |
| 206 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 27 | 2,226.35 | 60,111.45 |
| 207 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 25 | 2,301.75 | 57,543.75 |
| 208 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 20 | 1,879.2 | 37,584 |
| 209 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 14 | 1,683.35 | 23,566.9 |
| 210 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,940.8 | 9,881.6 |
| 211 | Orissa pattern W.C. pan of size 580x440 mm | Each | 6 | 3,169.05 | 19,014.3 |
| 212 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 10 | 349.15 | 3,491.5 |
| 213 | 10 litre capacity - White | Each | 8 | 1,190.65 | 9,525.2 |
| 214 | White solid plastic seat with lid | Each | 2 | 684.85 | 1,369.7 |
| 215 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and m a k e as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 38 | 6,940.75 | 2,63,748.5 |
| 216 | Flat back wash basin of size 630x450 mm | Each | 9 | 1,339.7 | 12,057.3 |
| 217 | 32 mm dia | Each | 47 | 103.9 | 4,883.3 |
| 218 | 32 mm dia | Each | 45 | 119.55 | 5,379.75 |
| 219 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 33 | 53.25 | 1,757.25 |
| 220 | 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 | 22 | 1,607.95 | 35,374.9 |
| 221 | Rectangular shape 453x357 mm | Each | 9 | 1,361.8 | 12,256.2 |
| 222 | Rectangular shape 1500x450 mm | Each | 2 | 2,093 | 4,186 |
| 223 | 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 | 15 | 1,083.5 | 16,252.5 |
| 224 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 225 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 220 | 1,151.9 | 2,53,418 |
| 226 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 10 | 1,180.75 | 11,807.5 |
| 227 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 40 | 1,186 | 47,440 |
| 228 | 75 mm dia pipe | Each | 10 | 168.2 | 1,682 |
| 229 | 100 mm dia pipe | Each | 10 | 198.15 | 1,981.5 |
| 230 | For 100 mm dia pipe | Each | 10 | 362.85 | 3,628.5 |
| 231 | Sand cast iron S&S as per IS - 1729 | Each | 14 | 598.5 | 8,379 |
| 232 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 501.45 | 5,014.5 |
| 233 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 1,138.65 | 22,773 |
| 234 | 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 | 20 | 168.35 | 3,367 |
| 235 | 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 | 10 | 231.95 | 2,319.5 |
| 236 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 13 | 673.4 | 8,754.2 |
| 237 | 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 | 14 | 708.95 | 9,925.3 |
| 238 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 10 | 18,212.9 | 1,82,129 |
| 239 | 100 mm diameter | Metre | 425 | 443.6 | 1,88,530 |
| 240 | 150 mm diameter | Metre | 1050 | 695.8 | 7,30,590 |
| 241 | 200 mm diameter | Metre | 40 | 970.35 | 38,814 |
| 242 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 243 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 43.5 | 12,770.55 | 5,55,518.93 |
| 244 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 10 | 3,441.2 | 34,412 |
| 245 | Circular shape 560 mm internal diameter | Each | 10 | 1,675.7 | 16,757 |
| 246 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 26,861.9 | 1,07,447.6 |
| 247 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 690 | 530.9 | 3,66,321 |
| 248 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 634.45 | 1,26,890 |
| 249 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 150 | 1,115.4 | 1,67,310 |
| 250 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 140.6 | 1,176.8 | 1,65,458.08 |
| 251 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 292.4 | 1,505.25 | 4,40,135.1 |
| 252 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 55 | 1,685.4 | 92,697 |
| 253 | Upto 5mm depth and 5 mm width | Metre | 450 | 96.75 | 43,537.5 |
| 254 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 14.5 | 5,325.9 | 77,225.55 |
| 255 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 48 | 8,042.3 | 3,86,030.4 |
| 256 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 76.6 | 16,112.1 | 12,34,186.86 |
| 257 | 300 mm dia | Metre | 180 | 707.75 | 1,27,395 |
| 258 | 300 mm dia | Metre | 90 | 1,695.1 | 1,52,559 |
| 259 | 300 mm dia | Metre | 120 | 825.7 | 99,084 |
| 260 | 300 mm dia | Metre | 60 | 1,870.6 | 1,12,236 |
| 261 | 150 mm nominal size dia | Metre | 300 | 793.25 | 2,37,975 |
| 262 | 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 | 6 | 1,509.8 | 9,058.8 |
| 263 | 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 | 5 | 1,538.25 | 7,691.25 |
| 264 | 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 | 5 | 1,538.25 | 7,691.25 |
| 265 | 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 | 1400 | 414.3 | 5,80,020 |
| Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, | Sqm | 140 | 3,510.5 | 4,91,470 | |
| 267 | 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 | 140 | 3,718.7 | 5,20,618 |
| 268 | With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles | Sqm | 492.9 | 2,207 | 10,87,830.3 |
| 269 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 928 | 1,525.6 | 14,15,756.8 |
| 270 | Frame size 45 x 70 mm | Metre | 20.6 | 705.85 | 14,540.51 |
| 271 | Frame size 65 x 100 mm | Metre | 185 | 1,111.3 | 2,05,590.5 |
| 272 | 35 mm thick | Sqm | 27 | 5,015.35 | 1,35,414.45 |
| 273 | 30 mm thick | Sqm | 55.03 | 4,764.2 | 2,62,173.93 |
| Schedule total | ₹11,32,54,317.24 | ||||
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