tender for construction of road and drain work using rubbermould interlocking tiles from banwaris plot to dheerajs house in ward number 22, mohalla murari nagar - sub head & detail of work 2 earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30 m. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineer incharge. including royallity si no. 253 (a). from 5k m cartageincludingcompaction s.i no-253(a) ,260(a),261(b),261(c) 3 suppy & laying of 22.4 to 53 mm stone ballast mixed with stone dust consolidated coat is 10 cm as per p.w.d specification 4 m-150 brick work in 1:4 one cement & four coarse sand of 2.20f.m. mortar.s.i. 305(a) 5 12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials labour, tools and plants etc. required for proper completion of the work. s.i no.582. 6 supply and fixing of 80 mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of o.p. cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30mpa (m-30) and weight 5kg per no. confirming to is: 15658-2006 including cost of material, labour , t & p etc reqired for proper completion of the work as directed by engineer-in charge. but excluding interlocking cement tiles with the cost oftiles including supply & spreading of sand to required template as necessary required forpropercompletion of work. gray 80% 7 supply and fixing of 80 mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of o.p. cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30mpa (m-30) and weight 5kg per no. confirming to is: 15658-2006 including cost of material, labour , t & p etc reqired for proper completion of the work as directed by engineer-in charge. but excluding interlocking cement tiles with the cost oftiles including supply & spreading of sand to required template as necessary required forpropercompletion of work. color 20% 8 p.c.c. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .s.i.no.279(a). 9 r.c.c. 1 : 1.5 : 3 with 2 cm gauge stone griti/c all complete .s.i.no.283a 10 m s (tor steel or plain)in plain work such as r.c.c or r.b work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. s i no 504. 11 supply & fixing sign bord patiya size 2/3 including fixing. 12 gst