tender for excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50mtr. and lead upto 30 mtr and including filling watering and ramming of excavated earth in to the trench or into the space between the building and sites of foundation trunches or into the plinth and removal and disposal of surplus earht edge directed by the engineer in charge of 30 mtr from the foundation trunches. as per sl.no. 251 (ch-4) , concrete with 4cm. gauge brick ballast and fine sand of 1.25 fineness modulous and cement in proportion and cement in proportion of 12:6:1 in foundation and under floors, including supply of all material, labour and tools and plants etc. as per sl.no. 273 , first class brick work in 1:4 cement and coarse sand of 2.25 fm mortar in foundation plinth including supply of all materials labour and t&p etc. required for proper completion of work as per sl.no. 305 ns ch-6) , earth work in cutting or in embankment in o/soil i/c lift 1.50 m an dlead 30m as per si no-253(a) includind cartage upto 4 km with royality. as per attech analysis , construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at omc , and compacting with smooth wheel roller to achieve the desired density, compacting as per technical specification clause 401. , providing & laying, of interlockingn concrete block pavement having thickness 80mm as per drawings and technical specification clause 1504 (exclusive gsb) as per sl.no. 34 mord 1500 6.7 ch-25 , 12 mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth etc. as per sl.no. 2 (13.4) ch- 13 , cement concrete with 2cm guage approved stone grit approved coarse sand, cement in the proportion of 4:2:1 i/c