tender for earth work in cutting or in embankment in ordinary soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. the earth from cutting to be used in making embankment or to be desposited as spoil blanks withen 30m. (100ft) distance as directed by the engineer-in-charge. , construction of granular sub-base by providing well material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared sruface, mixing by mix in place method with rortavator at omc, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401.including 1% labour cess. , providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading 2 as per technical specification clause 405. including 1% labour cess. , providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading - 3 as per technical specification clause 405.including 1% labour cess. , brick edging on both side of the road 7.50 cm wide with m-150 class bricks laid on edge with mud mortar including cost of bricks,dressing and ramming the excavated earth in proper slope, all labour, t&p