| DETAILS OF RENOVATION OF OPEN SIDES FLOORING | 
						
							| S.No | DESCRIPTION | QTY. | UNIT |  | 
						
							| (1) RENOVATION OF OUT SIDES FLOORING |  | 
						
							|  | Area of Out Sides Flooring = 6535.47 Sqft (607.39 Sqm) |  |  |  | 
						
							|  | SECTION-I (DISMANTLING WORK) |  |  |  | 
						
							| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |  |  |  | 
						
							|  | For thickness of tiles 10 mm to 25 mm. | 607.39 | Sqm |  | 
						
							| 2 | Disposal of building rubbish/ malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 29.63 | Cum |  | 
						
							|  | SECTION-II (EARTH WORK/SAND FILLING) |  |  |  | 
						
							| 3 | Supplying and filling in plinth with local sand and under floors including watering, ramming, consolidating and dressing complete. | 138.90 | Cum |  | 
						
							|  | SECTION-III (BRICK WORK) |  |  |  | 
						
							| 4 | Brick work with bricks of class designation 100A in foundation and plinth in |  |  |  | 
						
							|  | Cement mortar 1:6 (1 cement; 6 coarse sand) | 2.67 | Cum |  | 
						
							| 5 | Half brick masonry with bricks of class designation 100A in foundations and plinth in |  |  |  | 
						
							|  | Cement mortar 1:4 (1 cement : 4 coarse sand) | 17.49 | Sqm |  | 
						
							|  | SECTION-IV (R.C.C./P.C.C. WORK) |  |  |  | 
						
							| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering- All work upto plinth level |  |  |  | 
						
							|  | 1:2:4 (1 cement, 2 coarse sand, 4 graded stone aggregate 20mm nominal size.) | 46.3 | Cum |  | 
						
							| 7 | Reinforced cement concrete work in Beams, suspended floors, roofs, having slope up to 15 landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiaral stair cases upto floor five level excluding the cost of centering, shuttering and reinforcement with 1:1.5:3 (1 cement ; 1.5 coarse sand ; 3 graded stone aggregate 20 mm nominal size) 
 | 1.59 | Cum |  | 
						
							| 8 | Centering and shuttering including strutting, propping etc and removal of form for |  |  |  | 
						
							|  | Edges of slabs and breaks in floors and walls. |  |  |  | 
						
							|  | Under 20 cm wide. | 57.36 | RM |  | 
						
							| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |  |  |  | 
						
							|  | Thermo-Mechanically treated bars TMTC-500 - 10mm | 155 | Kg |  | 
						
							|  | Thermo-Mechanically treated bars TMTC-500 - 12mm | 34 | Kg |  | 
						
							|  | SECTION - V (PLASTER WORK) |  |  |  | 
						
							| 10 | 12 mm cement plaster of mix |  |  |  | 
						
							|  | 1:6 (1 cement ; 6 coarse sand) | 23.68 | Sqm |  | 
						
							|  | SECTION - VI (FLOORING WORK) |  |  |  | 
						
							| 11 | Chequered precast cement concrete tiles 22 mm thick with marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. Complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) |  |  |  | 
						
							|  | Dark shade using ordinary cement | 607.39 | Sqm |  | 
						
							|  | SECTION - VII (STEEL WORK) |  |  |  | 
						
							| 12 | Structural steel work riveted or bolted 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. | 332.00 | Kg |  |