construction of check dam construction of checkdam on paho, kheero, raebareli. , earth work excavation in soil mixed with hard clay, charri bajri etc lead up to 30 meter, lift up to 1.50 meter as directed by the engineer in charge. , earth work excavation in soil mixed with hard clay, charri bajri etc lead up to 30 meter, lift up to 1.50 meter to 3.0 meter as directed by the engineer in charge. , making u / s nala bed profile, refrenace level of digging bed of river / nala , earth work in excavation in ordinary soil or kanker mixed soil in foundation below bed level of nala , cement concrete work in 1:3:6 cement, clean coarse sand and 20 to 40 mm stone ballast without dust from shankergarh with mechanical mixture including cost of material, labour and t&p for proper completion of work with curing charges. , r c r stone masonary work with shankergarh stone 1:4 cement, clean coarse sand martor in foundation and plinth including supply of material labour and t&p etc.. with curing charges , r r stone masonary work with shankergarh stone 1:4 cement, clean coarse sand martor in foundation and plinth including supply of material labour and t&p etc.. with curing charges , cement concrete work in 1:2:4 cement, clean coarse sand and 10 to 20 mm granite stone grit from kabrai with mechanical mixture including cost of material labour and t&p for proper completion of work with curing charges , raised struck pointing with 1:2 cement, sand mortar including the cost of materials labour etc. for proper complition of works with curing charges , plaster in 1:3 cement, coarse sand mortar on stone masonary work including cost of material, labour and t&p etc. for proper completion of work with curing charges , coarse sand filling in filter , stone grit / ballast filling in filter , dry stone boulder filling in weight 25 to 60 kg. per piece from shankergarh and laying in down stream talus with material and labour charges , photography on site , supply and fixing of grenite stone with letter writing by ingraving and fixing on wing wall of checkdam as directed by the engineer in charge