tender for beautification of work. - earth work in excavation by mechanical means (hydraulic excavator/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 2 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. 3 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4 1:2:4 (1 cement : 2 coarse sand (zone-ill) including manufactured sand derived from recycled concreteaggregate (rca) upto 25% : 4 graded stone aggregate 20 mm nominal size including recycled concrete aggregate(rca) upto 25%) 5 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mmnominal size derived from natural sources) 6 1:1.5:3 (1 cement: 1.5 coarse sand (zone-iii) including manufactured sand derived from recycled concreteaggregate (rca) upto 25% : 3 graded stone aggregate 20 mm nominal size including recycled concrete aggregate(rca) upto 25%). 7 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mmnominal size derived from natural sources) 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 9 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 10 cement plaster (in coarse sand)12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) 11 filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of engineer -in - charge. 12 1:2:4 (1 cement: 2 coarse sand (zone-ili) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 providing and laying polished granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the engineer-in-charge.polished granite stone slab of colour black, cherry/ruby red or equivalent 14 providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side ofwaist slab with suitable arrangement as per approval of engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 15 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 16 wall painting with premium acrylic emulsion paint of interior grade, having voc (volatile organic compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 17 gi metal ceiling clip in plain beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of g i sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having nrc of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation.