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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (As per DSR 2.6.1) |
| 2 | 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-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (As per DSR 4.1.10) |
| 3 | 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) |
| 4 | 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) |
| 5 | 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 sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR 6.4.1) |
| 6 | Providing and fixing 1st 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) |
| 7 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm (As per DSR 9.96.1) |
| 8 | Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) 90 mm (As per DSR 9.67.3) |
| 9 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10mm (As per DSR 9.97.3) |
| 10 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm (As per DSR 9.97.4) |
| 11 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper (As per DSR 9.101.2) |
| 12 | 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) |
| 13 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (As per DSR 13.1.1) |
| 14 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) (As per DSR 13.2.1) |
| 15 | 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. (As per DSR 13.80) |
| 16 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour Old work (one or more coats) (As per DSR 13.81.1) |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work (As per DSR 13.99.1) |
| 18 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @ 0.90 ltr/10 sqm). (As per DSR 13.111.2) |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (As per DSR 13.46.1) |
| 20 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) (As per DSR 14.1.1) |
| 21 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (As per DSR 15.7.4) |
| 22 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below (As per DSR 15.12.1) |
| 23 | Providing and laying 60 mm thick faciory 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (As per DSR 16.68) |
| 24 | Providing and applying cement based putty (Birla, Jk or equivalent) to the required finish complete in all respect and to the entire satisfaction of Engineer-in-charge. (N.S.) |
| 25 | Dismantling of ceramic tiles or vitrified and plaster to making the surface clean for refixing the glazed tiles including removing of malba complete in all respect and to the entire satisfaction of the Engineer in charge. (N.S.) |
| 26 | Providing and fixing 35mm thick golden champ wood (kiln seasoned) glazed window shutters consisting of vertical and horizontal styles 75x35mm size with 4mm thick floated glass pane fixed with 1/2\\"x3/4\\" golden champ wood (kiln seasoned) beading. The rate further includes the cost of 2 nos. 3\\" hinges, 2 nos. Aluminium tower bolts 4\\", Aluminium handles 1 nos., I-hook and two coats of special quality enamel paint over coat of primer after preparation of surface (special quality) complete in all respect to the entire satisfaction of Engineer-in-charge. (N.S.) |
| 27 | Providing and fixing golden champ wood chowkhat (kiln seasoned) 4 1/2\\" x 2 1/4\\"including cost of corner straps, iron hold fasts, hinges, screws,nails, fevicol etc. and painting two coats of wood preserver to sides of chowkhats. Rate includes the cost of dismantling of all damaged chowkhats and making good the damage to walls plaster and floors as required including, disposal of rubbish to the dumping ground the rate further includes the cost of painting two coats synthetic enamel paint over one coat of wood primer complete in all respect and to the entire satisfaction of Engineer-in-Charge. (N.S.) |
| 28 | Retile terracing of mud phaska covered with tiles or brick, in cement mortar by reusing dismantled tile or bricks after cleaning and making tile servicalbe for reuse, dismantling mud phaska and cleaning the mother slab propoerly (75mm old earth and 25mm new earth) after performing water proofing treatment which will be paid seperately. Laying 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat brick tile, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat including replacing unserviceable tiles or bricks with new ones (the cost of the new tiles/bricks excluded) all complete as per direction of Engineer-in-Charge. (N.S.) |
| 29 | Providing and Fixing Water proofing treatment with (MAK polyplast regular grade 2104 or equivalent) 1mm thick weighing 1.75 kg/sqm over the surface with one coat of bitumen 85/25 @1.20 kg/sqm fixing polyplast over laps sealed with flame of blown bitumen and another coat of hot bitumen 85/25 @ 1.20kg/sqm over the polyplast sheet including cost of sealing the overlap 10cm width complete in all respect to the entire satisfaction of Engineer-In-Charge. (N.S.) |
| 30 | Supply of 1st quality brick tiles designation 100 with size 9\\" X 4 1/2\\" X 1 1/2\\" complete in all respects to the entire satisfaction of Engineer in charge (N.S.) |
| 31 | Providing and fixing Boundary Railing of Size 2’0” X 6’0” over the Existing Boundary Walls with Outer Frame of MS Rectangular Tubes of 50mm X25mmX2mm @2.15kg/m and MS Rectangular Tubes of 30mm X30mmX2.6mm @2.1kg/m for the inner three Verticals and other Vertical Partition of MS Square Bars of 12mm (Solid) 12 in No. and 16 No. of 3” pointed arrows of 12mm Solid Bars with Sharpened tip including cost of cutting welding, fixing the complete frame in the exisitng brick / RCC structure with Embeding 3 Base Rectangular Tubes Embedded in the Concrete Base of Size 1’ X 6” X 0.75’ including painting two coats of synthetic enamel paint over one coat of metal primer complete in all respects along with Demolishing the portion of the wall and disposal of Malba for the same for the Concrete Base Cutting Complete in all respect and to the entire satisfaction of the Engineer in charge. (N.S.) Please Enable Macros to View BoQ information |
