|
Product Detail :
|
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 cutt
|