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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for column ,piller ,piers abutments |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for edges of slab. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 15 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 17 | 12 mm Cement Plaster of mix 1:6 (1 Cement:6 Fine sand) |
| 18 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 19 | 15 mm Cement Plaster of mix 1:4 (1 Cement:4 Fine sand) |
| 20 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers,treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.: |
| 21 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm |
| 22 | 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 23 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mmnominal size well rammed andconsolidated and grouted with fine sand including finishingthe top smooth and curing complete |
| 24 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed but hinges bright finished of required size with necessary screws.Second class deodar wood |
| 25 | Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete.1mm thick |
| 26 | Distempering with dry distemper of approved brand and manufacture (twoor more coats) and of required shade on new work, over and includingwater thinnable priming coat to give an even shade |
| 27 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 28 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work |
| 29 | providing and fixing of electric points complete job as per engineer incharge |
| 30 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre |
| 31 | Providing and fixing on wall face un-plasticized - PVC mouldedfittings/accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion 110mm bend |
| 32 | Making khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and acoat of neat cement, rounding the edges and making and finishing theoutlet complete. |
| 33 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to requiredcolour and shade withnecessary screws etc.complete.125 mm |
| 34 | Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating 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 |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.:Internal work-Exposed on wall 15 mm dia. nominal bore medium |
| 36 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.:Internal work-Exposed on wall 25 mm dia. nominal bore medium |
| 37 | Providing and fixing C.P. brass stop LONG NOSE BIBcock of approved quality. 15mm |
| 38 | Providing and fixing brass stop cock of approved quality. 20 mm nominal bore |
| 39 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 40 | Providing and fixing 100 mm sand cast iron grating for gully trap. |
| 41 | Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fitting arrangementof approved quality and colour:600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. |
| 42 | Carriage of material by M.T of side including loading unloading complete Sand 10 Km+Stone Agg 10 Km |
| 43 | providing and laying of Inguration plates including constyruction of Pedstal all complete job |
| 44 | Removal of mulba from site of work to beyond muncipal Muncipal limits including loading unloading complete Please Enable Macros to View BoQ information |
