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| 1 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhats each DSR-14.2.1, |
| 2 | Providing wood work in frame of doors, window, clerestory window and other frames, wrought framed and fixed in posotion with hold fast lugs or with dash fasteneres of reqiured dia & lenght (hold fast lugs or dash fastener shall be paid of separately (Second class teak wood, DSR-9.1.1, |
| 3 | Providing and fixing Panelled or Panelled and Glazed Shutter for Door and windows and Clerestory window fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for seprately. all complete as per direction of engineer in charge. (Note- butt hinges and necessary screws shall be paid seprately) Secont class teak wood 35 mm thick shutter, DSR-9.5.1.1, |
| 4 | Earth work in Surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan lncluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (All kinds of soil)( DSR.No-2.1.1, |
| 5 | Providing and laying in Position Cement Concrete of Specified Grade excluding the cost of Centering and shuttering all work up to plinth level 1:5:10 (1 cement, 5 Coarse sand (Zone-lll) Derived from natural Sources : 10 graded Stone aggregate 40 mm nomical size Derived from natural Sources ) DSR N0-4.2.8, |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-5.2.2, |
| 7 | Centering and shuttring including strutting, Propping etc. and removal of from for suspended floors, roofs, landings, balconies and access platform. DSR-5.9.3, |
| 8 | Brick work with Common burnt clay F.P.S. (Non Modular ) bricks of Class designation 7.5 in Superstructure above plinth level up to floor V level in all shapes and size in Cement Mortar 1:4 Cement and Coarse sand in including Supply of all materials labour T& etc required for proper completion of work as per DSR.No-6.4.1, |
| 9 | 15 mm thick Cement Plaster with Cement mortar in proportion of mix 1:4 (1 cement : 4 coarse sand). DSR-13.5.1, |
| 10 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes DSR No-10.16.1, |
| 11 | Providing and Fixing of UV Stabilised Fiberglass reinforced Plastic Sheet Roofing up to any Pitch, including Fixing with Polymer Coated 'J' or 'L' hooks, bolts & nuts 8 mm dia, G.l. Plain/bitumen Washers Complete but excluding the Cost of Purlins, Rafters, Trusses etc. the Sheets shall be manufactured out of 2400 TEX Panel Roving Incorporating Minimum 0.3%, Ultra-Violet Stabiliser in resing system under approximately 2400 PSl and hot Cured. they Shall be of Uniform Pigmentation and thickness without air Pockets and shall Conform to IS 10192 and IS 12866. the Sheets Shall be Opaque or translucent, Clear or Pigmented Textured or Smooth as Specified. 2 mm thick Corrugated (2.5'' or 4.2'' or 6'') or Step-Down (2'' or 3'' or 6'' ) as Specified. DSR N0-12.47.1, |
| 12 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, including drilling of holes for fixing hardware and drainage of water etc. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 Note:- Structural design proof checked from a Government Engineering Institute, to be provided shall be paid separately.e (70mm & above) x (40mm & above) & Glazed sash (25mm & above) x (50mm & above) with zinc alloy (zamak powder coated touch locks with hook (Height upto 1.2 metre). Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). As DSR -9.147.A4.1, |
| 13 | Providing and fixing security Glass Railing 12.5 mm including 60 mm Studs Fixing complete as per the architectural drawings and the direction of Engineer-in-Charge. |
| 14 | Providing and Fixing 12 mm thick Frameless Toughened Glass Door Shutter of approved brand and manufature, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangment 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 be paid separately) DSR-21.18, |
| 15 | Providing and fixing double Scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. DSR No-14.72, |
| 16 | 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. Note - item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more. DSR-1.1.18, Please Enable Macros to View BoQ information |
