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| 1 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars |
| 2 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 3 | 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. |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand |
| 5 | 12mm thick cement plaster in 1:4 with cement and fine sand mortar single coat on fair side or half brick wall upto floor two level including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work . |
| 6 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 7 | Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture |
| 8 | 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) |
| 9 | 6 mm ceiling cement plaster of mix :with1:3 (1 cement : 3 fine sand) Providing and applying of cement based Putty of average thickness 1 mm etc. |
| 10 | Providing and applying of cement based Putty of average thickness 1 mm etc. |
| 11 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:6:12 (1 cement : 6 coarse sand (zone-III) derived from natural sources : 12 graded stone aggregate 40 mm nominal size derived from natural sources |
| 13 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 14 | 100 mm dia Pipe |
| 15 | 75 mm dia pipe |
| 16 | 25 mm dia pipe |
| 17 | 20 mm dia pipe |
| 18 | 15 mm dia pipe |
| 19 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 20 | Suppy and fixing of following size C.I. sluice valves .100 mm dia pipe |
| 21 | 125 mm dia pipe |
| 22 | 150 mm dia pipe |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level With 1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | Supply and Fixing of CI cover without frame for Mainhole 455 x 610 mm rectangular CI cover (light duty) the weight of the cover to be not less than 23 kg. (DAR-19.18.1) |
| 25 | 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, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Please Enable Macros to View BoQ information |
