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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, within a lead of 1mtr. |
| 2 | All kinds of soil. |
| 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: |
| 4 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | 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: |
| 6 | 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders. |
| 7 | 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. |
| 8 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete A)Welded |
| 9 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :A)Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 10 | lExtra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for:A) Foundations, footings, bases for columns |
| 12 | Suspended floors, roofs, landings, balconies and access platforms. |
| 13 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 14 | 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 A) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level A) Cold twisted bars. |
| 16 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 17 | 15mm Cement plaster on the rough side of single or half brick wall of mix:A)1 : 6 ( 1 cement : 6 fine sand) |
| 18 | 12mm Cement plaster of mix: A)1 : 6 ( 1 cement : 6 coarse sand) |
| 19 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.A) In colour such as White, Ivory, Grey, Fume Red Brown |
| 20 | 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 |
| 21 | Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre,two or more coats on new work of approved manufacturer, of required shade and colour complete as permanufacturer’s specifications |
| 22 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.A)Two or more coats on new work. |
| 24 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:A)15 mm dia. nominal bore |
| 25 | 20 mm dia. nominal bore |
| 26 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 27 | Supplying and fixing pvc cover with frame 300x300 mm for (mainholes) (LMR) |
| 28 | Providing and laying in position flow trap including all fittings complete job.(LMR) |
| 29 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 30 | Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C.flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittingsand fixtures complete, including cutting and making good the walls and floors wherever required.A) White vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 31 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 32 | Providing and laying in position pvc drainage pipe including all fittings complete job. A) 4''-o' dia (LMR) |
| 33 | 3''-o' dia (LMR) |
| 34 | Providing and fixing 100 mm sand cast iron grating for gully trap. |
| 35 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. A)15 mm nominal bore |
| 36 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) A) 15 mm nominal bore |
| 37 | Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- |
| 38 | Sand for an average lead of 13 km |
| 39 | Stone aggregate below 40mm nominal size for an average lead of 13 km |
| 40 | Stone aggregate 40mm nominal size and above for an average lead of 13 km |
| 41 | Bricks for an average lead of 75 km |
| 42 | Stone/boulder for an average lead of 1 km. Please Enable Macros to View BoQ information |
