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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (As per DSR 2.8.1) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift (As per DSR 2.25) |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR 2.27) |
| 4 | 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-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (As per DSR 4.1.10) |
| 5 | 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) (As per DSR 4.10) |
| 6 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (As per DSR 4.13) |
| 7 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) 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. (As per DSR 4.17) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR 6.1.1) |
| 9 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). (As per DSR 6.44) |
| 10 | 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. (As per DSR 8.31) |
| 11 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (As per DSR 10.2) |
| 12 | 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. Hot finished welded type tubes (As per DSR 10.16.1) |
| 13 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. (As per DSR 11.3.1) |
| 14 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur green marble. (As per DSR 11.23.5) |
| 15 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.2 Glazed vitrified floor tiles polished finish of size Size of Tile 600x600 mm (As per DSR 11.41A.2.1) |
| 16 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (As per DSR 11.26.1) |
| 17 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (As per DSR 11.27) |
| 18 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone (As per DSR 11.30.1) |
| 19 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. (As per DSR 11.31) |
| 20 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (As per DSR 11.46.2) |
| 21 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (As per DSR 15.25) |
| 22 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 10 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep for both sides complete in cement mortar 1:4 (1 cement : 4 coarse sand) Above plinth level upto floor V level based upon DSR ITEM NO. 6.26.2 (N.S.) |
| 23 | Providing and fixing wooden cabinet of 12” deep and 2' high with openable (solid, glass or louvered) shutter and shelves, in hanging position at any height upto 9' consisting of 19mm thick termite resistant commercial board, finished 1mm thick superior quality white sunmica for front side, lipped with hard wood lipping of size 19mm x 6mm on exposed edges (to be painted with paint matching with lamination) include cost of piano hinges and handles (S S finish 5\\"), magnetic catchers (double strip horizontal style), nail, screws, synthetic adhesive etc. and painting two coats of enamel paint over 1 coat of primer on inner side of board and fixed in position with help of fasteners at wall (As per Architectural drawing for this work) complete in all respect to the entire satisfaction of Engineer-in-charge. (N.S.) |
| 24 | Providing and fixing 2'-0” deep cupboard /cabinet consisting of 19mm thick commercial board and 6mm thick ply on back side, 4mm thick teak ply pasted on the exposed surface and making shelves in cabinet 0.8mm mica inside canbinet . The rate further includes the cost of lipping, piano hinges, cupboard lock, screws, nails, 2 nos. fancy s.s. handles, 2 nos. magnetic catchers, fevicol and painting two coats over one priming coat and preparation of surface on board and ply surface and spirit polishing on teak ply complete in position as per entire satisfaction of Engineer-in-charge. (N.S.) Please Enable Macros to View BoQ information |
