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| 1 | SH:- LAND DEVELOPMENT FOR PLAY GROUND |
| 2 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 3 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 4 | SH:- SCHOOL BUILDING a) Building |
| 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 | Dry rubble Flooring |
| 7 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 8 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 9 | 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 |
| 10 | 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). |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).M20 |
| 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. c) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). M20 |
| 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. c) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). M20 |
| 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 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).M20 |
| 15 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 16 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel |
| 17 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 18 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas(3.5 m height). |
| 19 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 20 | e) Column, pillars, posts and struts etc. |
| 21 | f) Stairs (excluding landings) except spiral stair cases. |
| 22 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 23 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 24 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 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 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. a) Plain Grill |
| 28 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) 300 x 16 mm |
| 29 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm |
| 30 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300 x 16 mm |
| 31 | b) 250 x 16 mm |
| 32 | Providing and fixing Stainless Steel Railing railing 91 cm with top and bottom rails complete |
| 33 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during laying including painting the exposed portion of loop all as per standard design complete. |
| 34 | 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). |
| 35 | 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) 0.8 mm thick GI sheet |
| 36 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. b) 0.8 mm thick GI sheet |
| 37 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc. |
| 38 | 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. c) 75 mm thick |
| 39 | Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor. a) 18 mm thick |
| 40 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 41 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 42 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 43 | 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. |
| 44 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
| 45 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 46 | 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). c)150 mm diameter pipe |
| 47 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 48 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 49 | 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 design. a) 100 mm dia SW pipes |
| 50 | Neat cement punning. |
| 51 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15mm nominal bore. |
| 52 | b) 20mm nominal bore. |
| 53 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).a) 40 mm nominal bore. |
| 54 | Providing and fixing long body brass bib cock of approved design and make.a) 15mm nominal bore. |
| 55 | Providing and fixing brass stop cock of approved approved design and make.a) 15mm nominal bore. |
| 56 | Providing and fixing PVC connection pipe with brass union 30cm length.a) 15mm nominal bore. |
| 57 | Painting G.I. Pipes and fitting with white paint over a coat of ready mixed priming coat of approved quality for new work. a) 15mm dia pipe. |
| 58 | b) 20mm dia pipe. |
| 59 | Painting GI pipes and fitting with two coats of anti corrosive bitumastic paint of approved qualtiy.a) 40 mm dia. |
| 60 | Providing and fixing sand all round GI pipes in external work.a) 40mm dia.. |
| 61 | SH-XI SANITARY INSTALLATION |
| 62 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 63 | a) Long Pan patten WC Pan |
| 64 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 65 | a) One urinal basin with 5 Litres CI automatic flushing cistern |
| 66 | 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. |
| 67 | a) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality. |
| 68 | Providing and fixing CP Brass Chain and rubber plug complete for sink or wash basins. |
| 69 | Providing and fixing CP brass waste for wash basins and sinks.b) 40 mm dia |
| 70 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap. |
| 71 | Providing and fixing in position 32 mm dia galvanized steel telescopic flush pipe complete including cutting and making good the walls and floors. |
| 72 | Providing and fixing 600x450 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. |
| 73 | 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. |
| 74 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm |
| 75 | Providing and fixing toilet paper holder. a) CP Brass |
| 76 | Providing and fixing sand cast iron / cast iron (spun) soil, waste and vent pipes. |
| 77 | a) 100 mm dia. |
| 78 | b) 75mm dia. |
| 79 | Providing and fixing sand cast iron heel rest sanitary bend. |
| 80 | a) 100 mm dia. |
| 81 | b) 75mm dia. |
| 82 | 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. |
| 83 | a) 100 x 100 x 100 mm |
| 84 | b) 80 x 80 x 80 mm |
| 85 | Providing and fixing sand cast iron single equal plain junction of required degree |
| 86 | a) 100 x 100 x 100 mm |
| 87 | b) 80 x 80 x 80 mm |
| 88 | Providing and fixing sand cast iron trap of self cleansing 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. |
| 89 | a) 100mm inlet and 100mm outlet. |
| 90 | b) 100mm inlet and 75mm outlet. |
| 91 | Cutting chase in brick masonry walls for fixing 100 mm dia sand cast iron pipes and making good the same with brick work in cement mortar 1 : 3 (1 cement : 3 fine sand). |
| 92 | Painting sand cast iron soil spun soil waste vent pipes and fittings with paint of any color such as chocolate, grey or buff etc over a coat of primer (of approved quality) for new work. |
| 93 | a) 50 mm dia pipe |
| 94 | b) 100 mm dia pipe |
| 95 | b) SEPTIC TANK |
| 96 | 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. |
| 97 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 98 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 99 | Providing and laying up to floor two level RCC string courses, coping bed plates, anchor blocks, plain window sills and the like 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 including centering and shuttering etc but excluding cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 100 | 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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
| 101 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : (a) 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) |
| 102 | 12mm. cement plaster 1:3 (1 cement : 3 fine sand ) in walls. |
| 103 | Neat cement punning. |
| 104 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 105 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars. |
| 106 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.(a) 100 mm dia |
| 107 | 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 |
| 108 | Centring and shuttering including strutting, propping etc. and removal of form work for: |
| 109 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 110 | b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 111 | c) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 112 | 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. |
| 113 | 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). |
| 114 | SH:- BOUNDARY WALL a) Wall |
| 115 | Earth work in excavation in foundation and trenches etc .in soil containing 50% or more of shingle or small size boulders upto 30cm size and lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of excavation and returning the stack soil in 15 cm layer when required into side of plinth sides of foundation etc. consolidating earth deposited layer by ramming and watering and disposing of all surplus soil as directed within a lead of 50m. |
| 116 | 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: |
| 117 | a) Foundations and plinth |
| 118 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 119 | e) Column, pillars, posts and struts etc. |
| 120 | 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. |
| 121 | 1 : 1.5: 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 122 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 123 | 1) Mild Steel |
| 124 | 2) Cold twisted bar |
| 125 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 126 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 127 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 128 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 129 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 130 | Providing and laying up to floor two precast cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) including centring shuttering in :b) String courses, copings, bed plates, anchor blocks, plain window sills and the like. |
| 131 | Providing and fixing iron angle post 45 x 45 x 6 mm in position as per direction of Engineer-in-Charge. |
| 132 | Providing and fixing berded wire fencing above compound wall in position as per direction of Engineer-in-Charge. |
| 133 | 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. |
| 134 | b) MS GATE |
| 135 | Steel work in single secton including cutting, hoisting, fixing in position and applying priming coat of red lead. |
| 136 | In T. Angle |
| 137 | In flats upto 10 mm thickness |
| 138 | Welding length of frame for Gas Welding |
| 139 | Labour for painting of square bars. |
| 140 | Painter (Ist Class) |
| 141 | Belder Please Enable Macros to View BoQ information |
