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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge..1 All kinds of soil :60%2 Ordinary Rock 20%.3 Hard Rock 20% |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. |
| 5 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 6 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 7 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 8 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 15 | Foundations, footings, bases of columns etc. for mass concrete |
| 16 | Suspended floors, roofs, landings, balconies and access platforms. |
| 17 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 18 | Columns, pillars, piers, abutments, posts and struts. |
| 19 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 20 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):saal wood |
| 21 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to openings / wooden frames with rawl plugs screws etc. |
| 23 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate |
| 24 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 25 | 12mm cement plaster of mix 1 : 6 ( 1 cement : 6 fine sand) |
| 26 | 15mm Cement plaster on the rough side of single or half brick wall ofmix: 1 : 6 ( 1 cement : 6 fine sand) |
| 27 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size withnecessary screws, excluding panelling which will be paid for separately, allcomplete as per direction of Engineer-in-charge. (Note: -Butt hinges andnecessary screws shall be paid separately). Second class deodar wood (35 mm thick) |
| 28 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : Second class Kail wood |
| 29 | Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws. Second class deodar wood (35mm thick) |
| 30 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mmfor doors, windows and clerestory windows with ISI marked M.S. pressed butthinges bright finished of required size with necessary screws as per direction ofEngineer-in-charge : Second class deodar wood |
| 31 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :250x16 mm |
| 32 | Providing and fixing aluminum tower bolts ISI marked anodized (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 :150x10mm |
| 33 | Providing and fixing aluminum tower bolts ISI marked anodized (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 100x10mm |
| 34 | Providing and fixing aluminum handles ISI marked anodized (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.100mm |
| 35 | Providing and fixing aluminum handles ISI marked anodized (anodic coatingnot less than grade AC 10 as per IS: 1868) transparent or dyed to requiredcolour and shade with necessary screws etc. complete. 125 mm |
| 36 | Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (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 :twin rubber stopper |
| 37 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size |
| 38 | Providing and laying vitrified floor tiles in different sizes (thickness tobe 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 20mm thick cement mortar 1:4 (1cement :4 coarse sand)including grouting the joints with white cement and matching pigmentsetc. complete Size of tile 600x600 mm |
| 39 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade on New work (two or more coats) overand including priming coat with water thinnable cement primer |
| 40 | Applying priming coat:With ready mixed pink or grey primer of approved brandand manufacture on wood work (hard and soft wood) |
| 41 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 42 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 43 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 44 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 110 mm diametre |
| 45 | Providing and fixing electric point complete in all respect as per necessary as site (NSI) |
| 46 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 47 | Sand for an av. 80 Kms disntace. |
| 48 | Bajree/Stone aggregates below 40mm nominal size for an av.distance 20 Kms |
| 49 | Bricks for an avg. lead of 90 kms distance Please Enable Macros to View BoQ information |
