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| 1 | Parking |
| 2 | Surface dressing of the ground, including ,removing vegetation and inequalities not exceeding 15 cm depth and disposal of eubbish ,lead upto 50m and lift upto 1.50m (B Hard Soil ) |
| 3 | 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 excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) Ordinary Soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 5 | Filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement morter 1:2 (1 cement: 2 coarse sand) to match the existing floor: |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 8 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 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 centering an shuttering in:a) Foundation and plinth |
| 10 | 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 |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M 20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | 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). |
| 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.a) M 20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 14 | 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. |
| 15 | Reinforced cement concrete work in chimneys,shafts upto floor five level,excluding the cost of centering,shuttering,finishing and reinforcement with 1:1.5:3( 1 cement :1.5 coarse sand derived from natural sources:3 graded stone aggregate 20 mm nominal size derived from naturals sources). |
| 16 | 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 (1cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 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 | Centring and shuttering including strutting, propping etc and removal of form work for :c)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 19 | Centring and shuttering including strutting, propping etc and removal of form work for :d) Lintels ,beam,griders,bressumers and cantilevers etc. |
| 20 | Centring and shuttering including strutting, propping etc and removal of form work for :e) Column ,pillars ,posts and struts etc. |
| 21 | Centring and shuttering including strutting, propping etc and removal of form work for : f) stairs ( excluding landings ) exept spiral staircase) |
| 22 | Reinforcement of RCC work including bending, binding and placing in position complete. A) Mild steel |
| 23 | Brick work with best available local bricks in foundation and plinth in cement mortar1:3 (1 cement : 3 fine sand). |
| 24 | Brick work with best available local bricks 75 mm thick in cement mortar 1:3(1cement : 3 coarse sand). |
| 25 | Half brick masonry (With best available local bricks ) in cement mortar 1:4 (1 cement : 4coarse sand )in foundation and plinth |
| 26 | 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. |
| 27 | 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 butt hinges with necessary screwa |
| 28 | Window / Ventilator Shutters:- Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows comprising of uPVC multi-chamberedframe, sash and mullion beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) |
| 29 | Providing and fixing iron pressed butt hinges bright finished with necessary screws etc complete. a) 125 x 65 x 2.12 mm |
| 30 | Providing and fixing tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm |
| 31 | Providing and fixing chromium plated bright finished 100 mm mortice latch and lock with 6 levers and a pair of CP handles with necessary screws etc complete(best make of approved quality). |
| 32 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. .b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 33 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only whight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 34 | Floor and Floor finish (tiles) 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 (1cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc.,complete d) Size of Tile 1000x1000 mm |
| 35 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS:15622 (thickness to be specified by the manufacturer)of approved make in all colours,shades except burgundy, bottle green,black of any size as approved by Engineer-in-charge in skirting,risers of steps and dados over 12 mm thick bed of cement Morter 1:3(1 cement:3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 36 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :a) 25 mm thick |
| 37 | GRANITE FLOORINGProviding and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. (b) Granite stone slab of colour black, Cherry/Ruby red 18 mm thick(slab area more than 0.50 sqm) |
| 38 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of |
| 39 | 15 mm cement plaster 1:4(1cement :4 fine sand)on the rough side of single or half brick wall. |
| 40 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 41 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 42 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade :(a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 44 | Pre-cast terrazzo tiles 20 mm thick with white, black or white and black marble chips of sizes up to 6 mm laid in floor, treads of steps and landings on 25 mm thick bed of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with pre-cast tiles of : a) Light shade using white cement |
| 45 | 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. |
| 46 | 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 patten WC Pan |
| 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 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. |
| 48 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap. |
| 49 | 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. |
| 50 | 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. |
| 51 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP a) 750 x 20 mm sizebrass screws (heavy quality). |
| 52 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100 mm dia |
| 53 | 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 |
| 54 | Providing and placing on terrace(at all floor levels)polyethylene waterstorage tank, IS :12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the basesupport for tank |
| 55 | WATER SUPPLY |
| 56 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore |
| 57 | b) 20 mm nominal bore |
| 58 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).c) 25 mm nominal bore |
| 59 | Providing and fixing brass bib cock of approved quality.a)15 mm nominal bore |
| 60 | Providing and fixing brass stop cock of approved quality.a) 15 mm nominal bore |
| 61 | b) 20 mm nominal bore |
| 62 | c) 25 mm nominal bore |
| 63 | Providing and fixing PVC connection pipe with brass union.A) 30 cm lengtha) 15 mm nominal bore |
| 64 | Carriage Charge |
| 65 | Underground Tank |
| 66 | 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 tAll kind of Soil |
| 67 | 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. |
| 68 | Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement |
| 69 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 70 | 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). |
| 71 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :a) M20 (1 cement: 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size). |
| 72 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 73 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 74 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 75 | Reinforcement of RCC work including straightening, cutting, bending, placing in position and binding all complete.a) Cold twisted bar. |
| 76 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 77 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall |
| 78 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade |
| 79 | Supplying and laying under layer of bitumen saturated felt type-I. |
| 80 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown or/and residual bitumen applied hot @ 1.45 Kg. per Sq.m. of area for each courses, second course of roofing felt type-3 grade-I (hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per sqm. including preparation of surface excluding grading complete. |
| 81 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :Serrated with central bulb ( 225mm wide, 8-11mm thick). |
| 82 | Supplying & Fixing CI Covers for manholes w/o frames, 560 mm dia (Heavy Duty), the weight of the cover to be not less then 108 kg. |
| 83 | Carriage Charge |
| 84 | Septic Tank |
| 85 | 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.All kinds of soil. 0.00-1.50m |
| 86 | 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.All kinds of soil. 1.50-3.00m |
| 87 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 88 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 89 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. |
| 91 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick. |
| 92 | Edges of slabs and breaks in floors and walls.Under 20 cm wide |
| 93 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. |
| 94 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement :4 coarse sand) |
| 95 | 75 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 96 | Cement plaster 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement. 20mm cement plaster |
| 97 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitySquare shape 450 mm internal dimension |
| 98 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 99 | Providing and fixing soil, waste and vent pipes100 mm dia.Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 100 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x45 cm dry brick honey comb shaft with bricks of class designation 75 and S. W. drain pipe 100 mm diameter, 1.8 m long complete as per standard designWith F.P.S. bricks |
| 101 | Add Carriage Charges |
| 102 | Side development |
| 103 | Dismantling of cement concrete pavement by mechanical means by pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling in designated locations… |
| 104 | Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead. |
| 105 | Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 106 | Dismantling precast concrete or stone slabs in wall, partition walls etc including stacking within 50 m lead. |
| 107 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) |
| 108 | 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 ) Please Enable Macros to View BoQ information |
