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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 | Cement concrete flooring 1;2;4 (1 cement: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. a) 50 mm thick with 20mm nominal size stone aggregate. |
| 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 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.A) Using M.S. angles 40x40x6mm for diagonal braces |
| 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/headload from source to site of work incl. loading, unloading and stacking complete :- |
| 38 | Sand for an average lead of 15 km by MT & 200 mtr by HL. |
| 39 | Stone aggregate below 40mm nominal size for an average lead of 15 km by MT & 200 mtr by HL. |
| 40 | Stone aggregate 40mm nominal size and above for an average lead of 15 km by MT & 200 mtr by HL. |
| 41 | Bricks for an average lead of 50 km by MT & 200 mtr by HL. |
| 42 | Stone/boulder for an average lead of 200 mtr Please Enable Macros to View BoQ information |
