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| 1 | Earth work in surface excavation exceeding 30 cm in depth but 1.5 m in width as well as 10 sqm on plan including 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 Soils |
| 2 | Filling Available excavated earth (excluding rock in trenches), plinth sides of foundations etc, in layers not exceeding 20 cms in depth consolidating and depositing each layer by ramming, watering, lead upto 50 and for all lift. |
| 3 | Providing and Laying cement Concrete 1:4:8(1cement:4 coarse sand(Zone-III):8graded stone aggregate 40 mm nominal size derived from natural resources) |
| 4 | Providing and Fixing Float glass panes 4mm thick. |
| 5 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 6 | Providing and Laying Damp Proof Course 50 mm thick with cement concrete1:2:4(1cement:2 coarse sand(Zone-III): 4graded stone aggregate 20 mm nominal size derived from natural resources) |
| 7 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For Fixed Portion |
| 8 | Same as above for For Openable Portion |
| 9 | Providing and fixing ISI marked flush door shutters conforming to IS:2202(Part I) decorative type, core of block board constructon with frame of 1st class hard wood and well matched teak 3 poly veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI Marked Satineless steel butt hinges with necessary screws. |
| 10 | Providing & Fixing Is marked Aluminum Handles type anoidic coating not less than grade AC10 as per IS1868 transpared or dyed to required colour or shade with necessary screws etc 125mm |
| 11 | Providing and Fixing Chrome plated brass 100mm mortise lock and latch with six leversISI marked with screws etc |
| 12 | Providing & Fixing Is marked Aluminum Tower bolts barrel type anoidic coating not less than grade AC10 as per IS1868 transpared or dyed to required colour or shade with necessary screws etc 250X10 mm |
| 13 | Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISi, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door widthfrom 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete |
| 14 | Providing and Fixing IS 12817 marked ISI Stainless Steel Butt hinges with SS Screws 100X60X2.50 heavy duty |
| 15 | Providing & Fixing Aluminium hanging floor door stopper with Twin rubber(heavy duty) |
| 16 | Providing and Doing Brickwork with common burnt clay non Modular Bricks of class designation 7.5 from Plinth Level to Floor V in CM(1cement:6coarse sand) |
| 17 | Providing and Doing Half brick masonary with common burnt clay non Modular Bricks of class designation 7.5 from Plinth Level to Floor V in CM(1cement:4coarse sand) |
| 18 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 19 | Providing and Doing 12 mm cement plaster in Mix 1:4 on exteriror ( 1 cement:4 coarse sand) |
| 20 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) |
| 21 | Providing & Laying cement concrete 1:4:8(1 cement:4 coarse sand(Zone-III):8 Graded Aggregates) |
| 22 | Providing & Laying Rectified Ceramic Glazed Tiles of size 300mmX300mm in floor of Ist quality confirming to IS 15622 of approved make and shade laid on 20 mm thick cement mortar jointing with grey cement slurry @3.3 Kg per sqm including grouting the joints with white cement and matching pigments |
| 23 | Providing & Laying Rectified Ceramic Glazed wall Tiles of Ist quality confirming to IS 15622 of approved make and shade laid in skirting, risers of steps and Dado on 12 mm thick cement mortar jointing with grey cement slurry @3.3 Kg per sqm including grouting the joints with white cement and matching pigments of matching shades all complete. |
| 24 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever requiredWhite Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 25 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 26 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal Dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 27 | Laying Non Pressure NP2 Class ( Light Duty ) RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1: 2 ( 1 Cement: 2 fine sand) incuding testing of joints and inlcuding trenching ( 750 mm deep) and refiling etc as required etc and connecting it with sewer/manhole : 150mm dia pipe |
| 28 | Providing and applying cement putty average thickness 1 mm of approved brand and manufacture over the plastered wall surface to prepare the surface even and smooth complete. |
| 29 | Applying primer coats with primer of approved brand and manufacture having low VOC content with water thinnable cement primer on wall surface with VOC content less than 50 gms/litre |
| 30 | Finishing walls with textured exterior paint of required shade: 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 |
| 31 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 32 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 Engineerincharge. 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. |
| 33 | Structural steel work riveted bolted or welded in built up sections , trusses and frame work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 34 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 35 | Centering and Shuttering including strutting propping etc and removal of formwork for Suspended floors, roofs, landing balconies and acess platforms with waterproof ply 12 mm thick |
| 36 | Centering and Shuttering including strutting propping etc and removal of formworkLintels beams bressumers girders and cantilevers with water prrof 12 mm thick ply |
| 37 | Steel Reinforcement in RCC Works including straightening, cutting, bending and Fixing in Position, and Binding all complete above plinth level TMT bars of FE500 or more grade |
| 38 | Steel Reinforcement in RCC Works including straightening, cutting, bending and Fixing in Position, and Binding all complete above plinth level TMT bars of FE500 or more grade ( Labour rate only) |
| 39 | Providing and Laying in Position ReadyMix or site batched design cement concrete for reinforced cement concrete using coarse aggregate and fine aggregate derived from natural resources,OPC/PPC/Portland slag cement admixtures in recommended proportions as per IS 9103 to accelerate retard strength of concrete,toimprove durability,workability without imparing strength of concrete,including puming of concrete to laying, curing, carriage, for all leads, but excluding cost of centeringAll works above plinth concrete upto floor five of grade M-25 with minium cement content of 330kg/cum |
| 40 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including ement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 41 | Cutting and Chasing in Brick Walls with manual methods using cutters and chasers depth upto 50 mm and width upto 100 mm without impairing the strength of the Wall. Please Enable Macros to View BoQ information |
