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| 1 | SH: EARTH WORK.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, intoplinth, 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. |
| 2 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | Filling in plinth with sand under floor including watering, ramming, consolidation and dressing complete. |
| 5 | SH: CEMENT CONCRETE WORK 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. |
| 6 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: Foundation |
| 7 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size). |
| 8 | SH: RCC WORK Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : 1 :1.5 :3 (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) 1 : 1.5 : 3 (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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 11 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 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 | Extra rate for Reinforced Cement Concrete using 12.50mm nominal gauge aggregate instead of 20mm nominal gauge stone aggregate |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Lintels, beams, girders, bressumers and cantilevers etc. |
| 17 | Column, pillars, posts and struts etc. |
| 18 | Suspended floor, chajja, cantiliver |
| 19 | Staircase |
| 20 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars. |
| 21 | SH: BRICKWORKBrick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 22 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level |
| 23 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 24 | Extra for half brick masonary in superstructure above floor two level. |
| 25 | SH: WOOD WORKProviding approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 26 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.38mm thick best available local wood class - B I |
| 27 | 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). |
| 28 | Providing and fixing MS grills of required pattern in wooden frames of windows etc. With MS flat, square or round bars with round headed bolts and nuts or by screws. a) Plain grill |
| 29 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. 300 x 16 mm |
| 30 | 250x16mm |
| 31 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 250x10mm |
| 32 | b) 150x10mm |
| 33 | Providing and fixing MS handles with necessary screws etc complete.a) 125mm |
| 34 | 100mm |
| 35 | Providing and fixing MS Hooks and Eyes.300mm |
| 36 | SH: STEEL WORK :- 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). |
| 37 | Weilding by electric plant |
| 38 | SH: FLOORING WORKCement 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. a) 40mm thick |
| 39 | SH: ROOFING WORKProviding and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope building product) sheet roofing 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 |
| 40 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by themanufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. |
| 41 | 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, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable forboard, all as per manufacturer\"s specification and also including the cost of making openingsfor light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed,all complete as per drawings, specification and direction of the Engineer in Charge butexcluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS Certification marks) |
| 42 | SH: FINISHING12 mm cement plaster 1 : 6(1 cement : 6 fine sand) |
| 43 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 44 | Neat cement punning. |
| 45 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 46 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 47 | Distempering (two or more coats) with oil bound washable distemper of approved brand and anufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 48 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 49 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 50 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 51 | 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. |
| 52 | 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. |
| 53 | SH: MISCELLANEOUS 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. |
| 54 | SH: DRAIN Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 55 | Providing laying and jointing glazed stone ware/PVC pipe grade \"A\" with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100 mm dia SW/PVC pipes |
| 56 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.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) |
| 57 | 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 |
| 58 | SH: WATER SUPPLY 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 |
| 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 | Providing and fixing PVC connection pipe with brass unionB) 45 cm lengtha) 15 mm nominal bore |
| 62 | SH: SANITARY WORKS 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 |
| 63 | 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 CI flushing 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 coupling of approved municipal design andGI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required. a) WC pan with white plastic seat and lid. |
| 64 | 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. |
| 65 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 40x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where requiredRange of four urinals with 15 Litre CI automatic flushing cistern . |
| 66 | SH: TOILET REQUISITES Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipesa) 100 mm dia |
| 67 | 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 completa) 100x100x100 mm dia |
| 68 | 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. |
| 69 | 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 |
| 70 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap |
| 71 | Providing and fixing toilet paper holdera) CP Brass |
| 72 | Providing and fixing Fixed/Slidingwindows with three track alluminium rails and frames etc complete. |
| 73 | SEPTIC TANKEarth 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, intoplinth, 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. |
| 74 | 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. |
| 75 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 76 | Providing and laying cement concrete 1:2:4(1cement:2coarsesand:4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Foundation |
| 77 | Centring and shuttering including strutting, propping etc and removal of form work for :Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 78 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Cold twisted bars. |
| 79 | 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). |
| 80 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 81 | Neat cement punning. |
| 82 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement : 5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.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), cement concrete 1 : 4 : 8. |
