|
| 1 | SH:- C/o Segregation and Machine Shed |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all liftsand up to a lead of 1000 mtrs and earth filling in the depression/pit.)(ii) Girth from 600 mm to 900 mm |
| 3 | 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.) |
| 4 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) |
| 5 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m. |
| 6 | 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 |
| 7 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 8 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 9 | 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.a)M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 10 | 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.A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 11 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 12 | e) Column, pillars, posts and struts etc |
| 13 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 14 | Reinforcement of RCC work including bending, binding and placing in position complete: b) Tar/TMT steel |
| 15 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 16 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 17 | 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. |
| 18 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 19 | Supplying and fixing fully glazed shutters made out of best available hard wood for windows and clerestory windows using 7.50 Kg/Sq.m. 3 mm thick glass panes including applying one coat of approved wood primer.a) 35mm thick including anodized aluminium butt hinges, with necessary screws. |
| 20 | 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 screwsA) Plain Grill |
| 21 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a) 300 X 16 mm |
| 22 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.a) Tower bolt 300 X 10 mm |
| 23 | b) Tower bolt 150 X 10 mm |
| 24 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.-[125mm] |
| 25 | 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., completeD) Size of Tile 1000x1000 mm |
| 26 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 27 | 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 |
| 28 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position |
| 29 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approvedquality with necessary nails etc.complete (frame work for base to be paid separately). |
| 30 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.a) Best local approved quality wood |
| 31 | Polycarbonate sheet roofing [This versatile thermoplastic maintains its properties over a wide range of temperatures, from -40”Fto 280”F. It has the highest impact resistance of any Thermoplastic, transparent up to 2” in special grades, outstanding dimensional and thermal stability, exceptional machinability, stain resistant and non-toxic while having low water absorption |
| 32 | Providing and fixing Durasr,ine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutling hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. |
| 33 | 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). |
| 34 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 35 | Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete. |
| 36 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 37 | 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. |
| 38 | White washing with lime on new work (two or more coats) to give an even shade. |
| 39 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat ofwhiting to give an even shade |
| 40 | Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand). |
| 41 | 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. |
| 42 | Add for Carriage of Materials |
| 43 | (SH:- C/o Septic Tank) |
| 44 | 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. |
| 45 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 46 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 47 | 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 togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 48 | 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 aggregate 20 mm nominal size). |
| 49 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 50 | b) Walls including attached buttresses, pilasters etc. |
| 51 | b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 52 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/TMT steel |
| 53 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 54 | Neat cement punning. |
| 55 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.A) 100 mm dia. |
| 56 | 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 |
| 57 | 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 aggregate20 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). |
| 58 | Add Carrige Charge |
| 59 | (SH:- C/o Leachate Tank) |
| 60 | 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. |
| 61 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 62 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 63 | 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 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 64 | 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 aggregate 20 mm nominal size). |
| 65 | Centring and shuttering including strutting, propping etc and removal of form work for :a)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 66 | b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 67 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Cold twisted bars. |
| 68 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 69 | Neat cement punning. |
| 70 | Add Carrige charge |
| 71 | (SH:- C/o Compound Wall ) |
| 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 in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 74 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 75 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/ TMT steel |
| 76 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 77 | b) Column, pillars, posts and struts etc. |
| 78 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 79 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 80 | 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.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 81 | 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.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 82 | Half brick masonry (with best available local bricks)in cement mortar 1:4 (1cement : 4 coarse sand) in foundation and plinth. |
| 83 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 84 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round barswith roundheaded boltsand nuts or by screws. A) Plain Grill |
| 85 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 86 | Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade. |
| 87 | Add Carraige of Material charge |
| 88 | (SH:- C/o Protection Wall 4 mtr. height) |
| 89 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavb) Hard Soil |
| 90 | 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. |
| 91 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 92 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material |
| 93 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 94 | Add carriage of materials |
| 95 | SH: (C/o Steel Gate) |
| 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 in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 98 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1cement: 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 99 | 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.a) M20 (1cement: 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 100 | 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.a) M20 (1cement: 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 101 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 102 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.b) In Tees, Angles and Channels |
| 103 | c) In Flats upto 10 mm in thickness. |
| 104 | Centring and shuttering including strutting proping etc. and removal of form work for:a) For base and foundation |
| 105 | c) Columns, pillars and piers. |
| 106 | d) Lintels, beams, girders, bressumers and cantilevers etc |
| 107 | 12 mm cement plaster 1:6 ( 1 Cement : 6 Fine sand ) |
| 108 | White washing with whiting on new work (three or more coats) to give even shade |
| 109 | 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 |
| 110 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 111 | Add carriage charge of materials |
| 112 | (SH:- C/o CC pavement 3.75m wide) |
| 113 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 114 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 115 | Granular Sub-Base with Close Graded Material (Table:- 400-1) By Mix in Place Method :-Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(i) for Grading-I material |
| 116 | Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 117 | Cement Concrete Pavement:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 118 | Cable Duct Across the Road:-Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Triple Row for three utility services |
| 119 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth. |
| 120 | Carriage of Materials |
| 121 | (SH: Internal Water Supply & Plumbing) |
| 122 | Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing the pipes and fittings with one step CPVC solvent cement and testing of joints complete as per the directions of Engineer-in-Charge.a) internal work-exposed on wall(i) 15mm nominal outer dia pipes |
| 123 | Providing and fixing brass bib cock of approved quality.a) 15 mm nominal bore |
| 124 | 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. |
| 125 | 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 size |
| 126 | Providing and fixing toilet paper holder.a) CP Brass |
| 127 | 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. |
| 128 | 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.a) Long pan pattern WC pan |
| 129 | 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) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 130 | Providing and fixing sand PVC Soil pipea) 100 mm dia |
| 131 | Providing and fixing PVC Drainage pipe bend.a) 100 mm dia |
| 132 | Providing and fixing PVC single equal plain junction of required degree.a) 100 x 100 x 100 mm |
| 133 | Providing and fixing PVC trap of self cleadnsing design with PVC 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 |
| 134 | (SH: Internal Electrification) |
| 135 | (A) WIRING |
| 136 | Wiring for light point with 1.5 Sq. mm. PVC insulated multistrand copper conductor insurface PVC conduit etc. as required:Short point |
| 137 | Medium point |
| 138 | Long point |
| 139 | Wiring for fan point with 1.5 Sq. mm. PVC insulated copper conductor multistrand cable in surface PVC conduit etc. as required:Medium point |
| 140 | Wiring for circuit/Sub-main wiring with following size of FR PVC insulated multistrand copper conductor cable in surface PVC condiut etc. as required.2x2.5 sqmm + 1x2.5sqmm earth wire |
| 141 | 2x4 sqmm + 1x4 sqmm earth wire |
| 142 | 2x6 sqmm + 1x6 sqmm earth wire |
| 143 | Supplying and fixing of following sizes PVC conduit along with accessories in surface/recess i/c cutting the wall and amking good the same in case of recessed conduit as required:25 mm |
| 144 | Installation, testing and commissioning of pre-wired, fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/wall, including connection with flexible wire and earthing etc. as required. |
| 145 | Installation, testing and ommissioning of ceiling fan i/c wiring the down rods of standard length (upto 30 cm) with flexible wire etc. as required. |
| 146 | Installation, testing & commissioning of reistance type ceiling fan regulator in existing switch box including connection with 1.5 sqmm FR PVC insulated Copper conductor, single core cable ,earthing the regulator etc as reqd. |
| 147 | Supplying and fixing of 3pin, 5amp ceiling rose on the existing junction box/ wooden block including connection etc as reqd. |
| 148 | Supplying and fixing of of brass batten/angle holder including connection etc as reqd. |
| 149 | Installation of exhaust fan in the existing opening including making good the damage, connection, testing, commissioning etc as reqd.Upto 510 mm Sweep |
| 150 | Extra for fixing louvers/shutters complete with frame for a exhaust fan of all sizes |
| 151 | Supplying & fixing of following ways surface/recess mounting horizontal type 415V, TPN MCB distribution board of sheet steel,dust protected, duly powder painted , tinned copper bus bar, common neutral link earth bar, din bar for mounting MCB's (but without MCB/RCCB/Isolator)8 way (4+24), Single door |
| 152 | (B) Fans & Fittings: |
| 153 | 4'-22watt Endura LED tube fitting complete with all accessories ( Havells Make) |
| 154 | 1200 mm Sweep A. C. Ceiling Fan. |
| 155 | Electronic fan regulator |
| 156 | 1.5 Sq. mm. multi strand PVC insulated copper conductor |
| 157 | 2.5 Sq. mm. multi strand PVC insulated copper conductor |
| 158 | 4 Sq. mm. multi strand PVC insulated copper conductor |
| 159 | 6 Sq. mm. multi strand PVC insulated copper conductor |
| 160 | Flexible copper wire |
| 161 | PVC tape 25 mtr. long |
| 162 | Supplying and fixing of 10 Amp. Piano type switch i/c connections etc. as required. |
| 163 | Supplying and fixing of 5/6 Amp. Socket outlet i/c connections etc. as required. |
| 164 | Supplying and fixing of 15/16 Amp. Piano type switch i/c connections etc. as required. |
| 165 | Supplying and fixing of 6 pin 15/16 Amp. Socket outlet i/c connections etc. as required. |
| 166 | Supplying of MCB's and isolator of following capacity6Amp-32Amp, SP MCB, \\"C\\" Curve 10KA |
| 167 | 6Amp-32Amp, DP MCB, \\"C\\" Curve 10KA |
| 168 | 6Amp-32Amp, TPN MCB, \\"C\\" Curve 10KA |
| 169 | Plastic Board of following size2\\"x 2\\" |
| 170 | 6\\"x8\\" |
| 171 | 25 mm Plastic/Wooden Gutka |
| 172 | Machine screw of the following sizes:25 mm |
| 173 | 35 mm |
| 174 | Exhaust fan of 300 mm sweep i/c connection etc. as required. |
| 175 | PHILIPS MAKE LED bulb 14 watt (Warm White) |
| 176 | (C) Earthing: |
| 177 | 600 x 600 x 4 mm thick (10.5 kG) Copper plate as required |
| 178 | Supplying and laying 25x5 mm Copper Strip at 0.5mtr below ground as strip earth electrode, including connection/terminating with nut, bolt,spring,washer as required.(Jointing will be done by overlapping and with 02 sets of brass nut bolt and spring washer spaced at 50mm). |
| 179 | Copper shaddle as required. |
| 180 | Earthing with copper earth plate 600x600x3 mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as required. |
| 181 | Extra for using salt and coke for copper plate earthing as required. Please Enable Macros to View BoQ information |
