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| 1 | SH: Site Development |
| 2 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 3 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring blasting. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut materials with all lift and lead upto 1000 metres). |
| 4 | Earth Work |
| 5 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 6 | Providing and laying cement concrete 1: 3 : 6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding cost of centering and shuttering in a) foundation and plinth |
| 7 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement :2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 8 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including famming and watering etc. complete |
| 9 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete |
| 10 | RCC Work |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 15 | Centring and shuttering including strutting, propping etc and removal of form work for :a)Foundation, footings, bases of columns etc. and mass concrete. |
| 16 | b Column, pillars, posts and struts etc. |
| 17 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 18 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 19 | Reinforcement of RCC work including bending, binding and placing in position complete.Tar/TMT Steel |
| 20 | Brick Work |
| 21 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 22 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 23 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 24 | Wood Work |
| 25 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 26 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.a) 38mm thick best available local wood class - B I |
| 27 | Providing and fixing aluminium sliding door bolts anodised transparent or dyed to required colour or shade with nuts and screws etc completea) 300 x 16 mm |
| 28 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc completea) 300 x 10mm |
| 29 | b) 150 x 10mm |
| 30 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.a) 125 mm |
| 31 | b) 100 mm |
| 32 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 33 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws.b) Plan Grill. |
| 34 | Steel Work |
| 35 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 36 | Flooring Work |
| 37 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.a) 40mm thick |
| 38 | Providing and laying vetrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and confirming to IS:15622, of approved make in all colours and shapes, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand), i/c grouting the joints with white cement and matching pigment etc., complete (a) size of tile 1000X1000mm. |
| 39 | Roofing |
| 40 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.b) 0.63 mm thick GI sheet |
| 41 | Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).a) 100 mm diameter pipe |
| 42 | Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc.a) 100 mm diameter |
| 43 | Finishing |
| 44 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 45 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 46 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 47 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 48 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 49 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 50 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 51 | Plinth Protection & Drain |
| 52 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate using 20 mm nominal size) over 75mm bed of stone ballast 40mm nominal size well rammed and consilated and grouted with fine sand including finishing the top smooth. |
| 53 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 54 | Water Supply |
| 55 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15mm |
| 56 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).a) 25mm |
| 57 | Providing and fixing CP bib cock of approved quality.a) 15 mm nominal bore |
| 58 | Sanitary Installation |
| 59 | Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.WC pan with white plastic seat and lid. |
| 60 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.a) Wash basin size 460x460x805 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 61 | Providing and fixing CP towel rail of approved quality.a) 15 mm nominal bore |
| 62 | Providing and fixing sand cast iron cast/iron (spun) soil, waste and vent pipes.a) 100 mm dia |
| 63 | Providing and fixing sand cast iron heel rest sanitary bend.a) 100 mm dia |
| 64 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100 x 100 x 100 mm |
| 65 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.a) 100 mm inlet and 100 mm outlet |
| 66 | Providing and fixing 600 x 450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 67 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 68 | Providing and fixing CP brass soap dish complete, fixed to wooden cleadts with CP brass screws. |
| 69 | Providing and fixing CP brass toilet paper holder complete, fixed to wooden cleadts with CP brass screws. |
| 70 | Electicfication |
| 71 | Septic Tank |
| 72 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 73 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in a) Foundations and plinth.a) Foundations and plinth |
| 74 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 75 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 76 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 77 | Centring and shuttering including strutting, propping etc and removal of form work for :b) Lintels, beams, girders, bressumers and cantilevers etc. |
| 78 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 79 | Reinforcement of RCC work including bending, binding and placing in position complete.Tar/TMT Steel |
| 80 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 81 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 82 | Neat cement punning. |
| 83 | Sewer Line |
| 84 | Earth work in excavation in foundation and trenches soils coantaining 50% or more of shingle or small size boulders upto 30 cm size lift upto 1.50 m and stacking thee excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required , into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 5o m. |
| 85 | Providing and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proporation of 1 : 1 ( 1 cement : 1 fine sand) including testing of joints etc complete a) 100 mm dia SW pipe. |
| 86 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW pipe including bed concrete 15 cm thick as per standard designa) 100 mm dia SW pipe. |
| 87 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). Please Enable Macros to View BoQ information |
