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| 1 | SH : DIET Building Site Development |
| 2 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingleor small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not morethan 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layerswhen required, into plinth, sides of foundation etc consolidating each deposited layer byramming and watering and then disposing of all surplus excavated soil as directed within a leadof 50m. |
| 3 | Building Works |
| 4 | 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 leadof 50m. |
| 5 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming andwatering etc. complete. |
| 6 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) excluding the cost of centringan shuttering in: |
| 7 | a) Foundations and plinth |
| 8 | Reinforced concrete work in foundations, footings, bases of columns etc. andmass concrete excluding cost of centring, shuttering and reinforcement in : |
| 9 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 10 | Reinforcement cement concrete work in columns, pillars, piers, abutments, postand struts etc up to floor two level including finishing and plastering the exposedsurface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness notexceeding 6 mm to give a smooth and even surface but exluding cost ofcentring, shuttering and reinforcement. |
| 11 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | Reinforced cement concrete work in lintels, beams and bresumers up to floortwo level including finishing and plastering the exposed surface with cementmortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give asmooth and even surface but excluding cost of centering, shuttering andreinforcement. |
| 13 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | Reinforced cement concrete in suspended floors, roofs, landings and balconiesupto floor two level including finishing and plastering the exposed surface withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface but excluding cost of centring and shutteringand reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20mm nominal size). |
| 15 | Centring and shuttering including strutting, propping etc and removal of formwork for : |
| 16 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 17 | b) Suspended floors, roofs, landings shelves and their supports, balconies andchajjas (3.5 m height). |
| 18 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 19 | d) Column, pillars, posts and struts etc. |
| 20 | Reinforcement of RCC work including bending, binding and placing in positioncomplete. |
| 21 | b) Tar/TMT steel |
| 22 | Brick work with best available local bricks in foundation and plinth in cementmortar 1:3 (1 cement : 3 fine sand). |
| 23 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 24 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressingcomplete. |
| 25 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) finished with a floating coat of neat cement. |
| 26 | b) 50 mm thick |
| 27 | Providing two coats of acrylic water based wall putty/ wall filler of Asian Paits/ Berger/Dulux over concrete/ cement plaster/ brick walls and ceilings both internal and external after removing all the loosely adhering material from the wall/ ceiling surface with the halp of emery stone, putty blade or wire brush, moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department. |
| 28 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 29 | Providing and fixing factory made uPVC white colour sliding glazed window ( two or three track as detailed in 8.1(a) and 8.1(b)) upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. |
| 30 | (a)Two track two panels sliding window made of (big series) frame 67x 50 mm &sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/dobule glazing bead of appropriate dimension. (Area of window above 1.75 sqm upto 2.50 sqm) |
| 31 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Float Glass Panes-4mm thick glass panes of weight not less than 10kg/sqm |
| 32 | 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) Ornamental grill. |
| 33 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge. |
| 34 | 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge. Non Decorative finish (matt finish) |
| 35 | 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 : (a) 300x10 mm |
| 36 | Providing and fixing aluminium handles, 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 : (a)125mm |
| 37 | 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. (a)Single rubber stopper |
| 38 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. |
| 39 | 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, laidon 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete |
| 40 | b) Size of Tile 600x600 mm |
| 41 | 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 CIflushing 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 couplingof approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required. |
| 42 | a) WC pan with white plastic seat and lid. |
| 43 | 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 thewalls and floors where required. |
| 44 | a) Long Pan patten WC Pan |
| 45 | 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 automaticflushing 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 cisternand fittings, cutting and making good the walls and floors where required. |
| 46 | d)Range of four urinals with 15 Litre CI automatic flushing cistern |
| 47 | 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 brasswaste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps ofheavy quality |
| 48 | 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 andgrouted with fine sand including finsihing the top smooth. |
| 49 | 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 allexposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 50 | 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 specialshaped washers etc complete (welding to be paid separately). |
| 51 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoistingand fixing complete, excluding the cost of purlins, rafters and trusses. |
| 52 | Details of cost for 179.655 Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as per manufacturer's specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqm |
| 53 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. |
| 54 | Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer's specification, effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m |
| 55 | Furniture |
| 56 | Chair |
| 57 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and makinggood the same including testing of joints complete as per direction of Engineer in Charge. |
| 58 | a) Concealed work, including cutting chases and making good the walls etc. |
| 59 | i) 15 mm nominal outer dia Pipes |
| 60 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 61 | a) External work |
| 62 | i) 15 mm nominal outer dia Pipes |
| 63 | Supply and installation of solar panel of approved manufacturer |
| 64 | Supply and installation of sports & recreation items |
| 65 | Audio & Visual Aids |
| 66 | Digital Hardware/Software |
| 67 | Internet connectivity& website |
| 68 | Procurement of Smart Classroom facilities |
| 69 | CCTV ,Fire safety measures,First Aid facility |
| 70 | Repair & Maintenance |
| 71 | Rain water harvesting system |
| 72 | Green Campus initiative |
| 73 | SH : Type I ( G+1) SH: SITE DEVELOPMENT |
| 74 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingleor small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not morethan 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layerswhen required, into plinth, sides of foundation etc consolidating each deposited layer byramming and watering and then disposing of all surplus excavated soil as directed within a leadof 50m. |
| 75 | SH: EARTH WORK |
| 76 | 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. |
| 77 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 78 | SH: CONCRETE WORK |
| 79 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 80 | 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 : |
| 81 | a) Foundations and plinth |
| 82 | SH: RCC WORK |
| 83 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 84 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 85 | 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. |
| 86 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 87 | 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. |
| 88 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 89 | 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 : 3stone aggregate 20 mm nominal size). |
| 90 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 91 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 92 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 93 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 94 | e) Column, pillars, posts and struts etc. |
| 95 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 96 | b) Tar/ TMT steel |
| 97 | SH: BRICK WORK |
| 98 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 99 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 100 | SH: WOOD WORK |
| 101 | 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. |
| 102 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 103 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 104 | a) 38mm thick best available local wood class - B I |
| 105 | Supplying and fixing glass panes with putty and nails including removal of broken glass panes where necessary. |
| 106 | b) Glass panes 3 mm thick and area 1 Sq.m. each |
| 107 | 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). |
| 108 | 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. |
| 109 | b) Ornamental grill. |
| 110 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 111 | b) 250 x 16 mm |
| 112 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 113 | b) 250 x 10 mm |
| 114 | c) 150 x 10 mm |
| 115 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 116 | a) 125 mm |
| 117 | b) 100 mm |
| 118 | Providing and fixing MS Hooks and Eyes. |
| 119 | d) 150 mm |
| 120 | SH: STEEL WORK |
| 121 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 122 | 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). |
| 123 | SH: FLOORING |
| 124 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 125 | 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. |
| 126 | b) 50 mm thick |
| 127 | SH: ROOFING |
| 128 | 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. |
| 129 | b) 0.63 mm thick GI sheet |
| 130 | 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. |
| 131 | b) 0.63 mm thick GI sheet |
| 132 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately). |
| 133 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. |
| 134 | a) Best local approved quality wood. |
| 135 | Extra for making chamfered edges of beading. |
| 136 | SH: FINISHING |
| 137 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 138 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 139 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 140 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 141 | 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. |
| 142 | SH: DRAINAGE |
| 143 | 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. |
| 144 | SH: SANITARY WORKS |
| 145 | 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. |
| 146 | a) Long Pan patten WC Pan |
| 147 | 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. |
| 148 | a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 149 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 150 | a) 250 x 130 x 30 mm |
| 151 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. |
| 152 | a) 100 mm dia |
| 153 | Providing and fixing sand cast iron heel rest sanitary bend. |
| 154 | a) 100 mm dia |
| 155 | SH : Type II SH: SITE DEVELOPMENT |
| 156 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingleor small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not morethan 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layerswhen required, into plinth, sides of foundation etc consolidating each deposited layer byramming and watering and then disposing of all surplus excavated soil as directed within a leadof 50m. |
| 157 | SH: EARTH WORK |
| 158 | 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. |
| 159 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 160 | SH: CONCRETE WORK |
| 161 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 162 | 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 : |
| 163 | a) Foundations and plinth |
| 164 | SH: RCC WORK |
| 165 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 166 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 167 | 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. |
| 168 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 169 | 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. |
| 170 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 171 | 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 : 3stone aggregate 20 mm nominal size). |
| 172 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 173 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 174 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 175 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 176 | e) Column, pillars, posts and struts etc. |
| 177 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 178 | b) Tar/ TMT steel |
| 179 | SH: BRICK WORK |
| 180 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 181 | SH: WOOD WORK |
| 182 | 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. |
| 183 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 184 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 185 | a) 38mm thick best available local wood class - B I |
| 186 | Supplying and fixing glass panes with putty and nails including removal of broken glass panes where necessary. |
| 187 | b) Glass panes 3 mm thick and area 1 Sq.m. each |
| 188 | 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). |
| 189 | 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. |
| 190 | b) Ornamental grill. |
| 191 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 192 | b) 250 x 16 mm |
| 193 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 194 | b) 250 x 10 mm |
| 195 | c) 150 x 10 mm |
| 196 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 197 | a) 125 mm |
| 198 | b) 100 mm |
| 199 | Providing and fixing MS Hooks and Eyes. |
| 200 | d) 150 mm |
| 201 | SH: STEEL WORK |
| 202 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 203 | 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). |
| 204 | SH: FLOORING |
| 205 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 206 | 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. |
| 207 | b) 50 mm thick |
| 208 | SH: ROOFING |
| 209 | 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. |
| 210 | b) 0.63 mm thick GI sheet |
| 211 | 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. |
| 212 | b) 0.63 mm thick GI sheet |
| 213 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately). |
| 214 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. |
| 215 | a) Best local approved quality wood. |
| 216 | Extra for making chamfered edges of beading. |
| 217 | SH: FINISHING |
| 218 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 219 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 220 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 221 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 222 | 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. |
| 223 | SH: DRAINAGE |
| 224 | 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. |
| 225 | SH: SANITARY WORKS |
| 226 | 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. |
| 227 | a) Long Pan patten WC Pan |
| 228 | 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. |
| 229 | a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 230 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 231 | a) 250 x 130 x 30 mm |
| 232 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. |
| 233 | a) 100 mm dia |
| 234 | Providing and fixing sand cast iron heel rest sanitary bend. |
| 235 | a) 100 mm dia Please Enable Macros to View BoQ information |
