Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil. all kinds of soil., return earth filling by available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming allow for breading up lumes shrinkage etc watering lead upto 50 metre and lift up to 1.5m complete as directed by the eic., supplying felling in plinth foundation with sand including watering ramming consolidating and dressing complete., clearing jungle including uproting of rank vegetation grass brush wood trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared., providing and laying plain cement concrete 1 isto 3 isto 6 one cement isto 3coarse sand isto 6 graded stone aggregate 20mm nominal size, providing and laying reinforced cement concrete work in walls any thickness including attachedpilasters buttresses plinth and string courses fillets columns piers aboutments posts and struts etc up to floor five level excluding cost of centering shuttring finishing and reinforcement 1isto 1.5 isto 3 one cement isto 1.5 coarse sand isto 3 graded stone aggregate 20mm nominal size., "centering shuttering including removal of form work for all types of work for providing and fixing straight shuttering , foundation footings bases of columns etc.", centering shuttering including removal of form work for all types of work for providing and fixing straight shuttering suspended floors roofs landings balconies shelves etc., reinforcement for rcc work including straighteningm cutting bending placing in position and binding all complete.hot rolled deformed base, add or deduct for plaster drip course or groove in plastered surface or moulding to rcc projections. size half inch into half inch., brick work with fps brick of class designation 75 in foundation and plinth in cement mortar 1 isto 6 one cement isto six coarse sand., brick work with fps brick of class designation 75 in superstructur and plinth in cement mortar 1 isto 6 one cement isto six coarse sand. extra for brick work in superstructure above floor v level for each four floors or part thereof by mechanical means by lifting material using mobile crane., providing half brick masonry with common burnt clay fps non modular bricks of class designation 7.5 in cement mortar 1 isto 3 onecement isto 3 coarse sand in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm or 11.4 cm wide bitumen felt type 3 grade 1., providing and fixing isi marked flush door shutters conforming to is 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30 mm thick including isi marked stainless steel 5 inch butt hinges with necessary screw, providing and fixing isi marked oxidised ms sliding door bolts with nuts and screws etc complete. 300 into 16 mm ., providing and fixing isi marked oxidised ms tower bolt black finish barrel type with necessary screws etc complete. size 250 into 10 mm, providing and fixing isi marked oxidised ms handles conforming to is 4992 with necessary screws etc completed . 125 mm., providing and fixing oxidised ms casement window fastener with necessary screws etc complete. , providing and fixing oxidised ms bright casement stays straight peg type with nacessary screws etc completed 300 mm weighing not less than 330 gms., 30 mm thick factory made polyvinyl chloride pvc door shutter made of styles and rails of a upvc hollow section of size 60 into 30 mm and wall thickness 2 mm plus negative 0.2 mm with inbuilt decorative moulding edging on one side. the styles and rails mitred and joint at the corners by means of ms galvanised or plastic brackets of size 75 into 220 mm having wall thickness 1.0 mm and stainless steel screws. the styles of the shutter reinforced by inserting galvanised ms tube of size 25 into 20 mm and 1 mm plus negative 0.1 mm wall thickness. the lock rail made up of h section a upvc hollow section of size 100 into 30 mm and 2 mm plus negative 0.2 mm wall thickness fixed to the shutter styles by means of plastic or galvanised ms u cleats. the shutter frame filled with a upvc multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm plus negative 0.1 mm wall thickness . the panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised ms rod and fastened with nuts and washers complete as per manufacturers specification and direction of eic, structural steel work riveted bolted or welded 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, providing and fixing factory made isi marked steel glazed doors windows and ventilators side or top or centre hung with beading and all members such as f7d f4b k11 b and k12 b etc. complete of standard rolled steel sections joints mitred and flash butt welded and sash bars tenoned and riveted including providing and fixing of hinges pivots including priming coat of approved steel primer but excluding the cost of other fittings complete all as per approved design sectional weight of only steel members shall be measured for payment. fixing with 15 into 3 mm lugs 10 cm long embedded in cement concrete block 15 into 10 into 10 cm of cc 1 isto 3 isto 6 one cement isto 3 coarse sand isto 6 graded stone aggregate 20 mm nominal size, providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4.0 mm thick glass panes , providing and fixing 1st quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacture of approved make in all colour shades except burgundy bottle green black of any size as approved by eic in skirting risers of steps and dados over 12mm thick bed of cement mortar 1 isto 3 at the rate 3.3kg per sqm including pointing in white white cement mixed with pigment of matchine shade complete., providing and laying vetrified glazed ceramic floor tiles 300 into 300 mm or more thickness to be specified by the manufacturer of 1st quality conforming to is isto 15622 of approved make in colours white ivory grey fume red brown laid on 20mm thick cement mortar 1 isto 4 one cement isto four coarse sand including grouting the joints with white cement and matching pigement etc complete. , providing 15mm thick cement plaster 1 isto 6 , 6 mm cement plaster to ceiling of mix 1 isto 3 one cement isto three fine sand), neat cement punning, supplying and applying two 2 coats of white wash over old work at various elevations including preparation of surfaces cleaning etc complete with all materials labour tools and tackle etc scaffolding work as per specifications and directions of eic. composition water at the rate 5 litres per kg of lime for making cream. fevicol ddl at the rate 4 gm per litre of lime cream. robin blue at the rate 2gm per kg lime., "finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade old work (one or more coats applied at the rate 0.83 ltr per10 sqm. , ", painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade one or more coats on old work, making plinth protection 50mm thick of cement concrete 1 isto 3 isto 6 one cement isto three coarse sand isto six graded stone aggregate 20 mm nominal size over 75mm thick bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including necessary exc
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil. all kinds of soil., return earth filling by available excavated earth excluding rock in
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