tender for interlocking work on cc road from ramesh sharmas house to rishipals house via pintu mauryas house in village panchayat mansadi of development block pardahan - earth work in cutting or embankmentin ordinary soil excavation to be in form of regular pits not exceeding 0.50 metre depth and earth work in embankment to be in 20cm (8) layers including ramming and dresing the surface to requiredlevel and slope but soil taken from 1 km cartageas per si. no253 & cartage 1km 2 excavation in foundation in ordinary soil (loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the engineer- in-charge up to a distance of 30.0 mtr from the foundation trenchesas per si. n0. 251. 3 concrete with 4 cm. gauge brick ballast, fine sand of 1.25 f.m. and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and t&p etc. required for proper completion of the work.as per si. n0. 273 4 first class brick work in 1:4 cement and coarsesand above 2.25 f.m. mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work.as per si. n0. 305(b). 5 prividing and laying 80mm thick rubber moulded zig zag c.c. interlocking filling joint with fine sand as per 1504 ns 6 12 mm thick plaster over brick work with cement mortar consisting of one part cement & four parts of fine sand of 1.25 f.m. including supply of all material,labour and t&p etc required for proper completion of the work as per si no 584 7 2.5 cm thick 1:2:4 plain cement cement concrete floor with cement,approved coarse sand and 2 cm. gauge approved graded stone laid in panels finished with 3 mm floating coat of neat cement including supply of all material,labour and t&p etc required for proper completion of the workas per si. n0.601(b) .