construction of road from lehpa house to tiapa house by way of banking excavated earth crate wall pcc retaining wall n drain at skara leh under sdp construction of road from lehpa house to tiapa house by way of banking excavated earth crate wall pcc retaining wall n drain at skara leh under sdp , earth work in excavation by mechanical means ( hydraulic excavator ) / manual means over areas ( exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. all kind of soil , hand packing of stones in wire crates incl. binding complete job excl cost of stones and crates , cost of supply of stones , cost of supply of crates , providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering work up to plinth level in :- 1:4:8 ( 1 cement:4 coarse sand:8graded stone aggregate 40 mm ( inclduing carriage complete job. , earth work in excavation by manualmeansover areas ( exceeding 30 cm in depth 1.5 mtrs in width as well as 10 sqm on plan ) including disposal of excavated earth load upto 50 m and left upto 150 mtrs, disposal earth to be leveled and neatly dressed. all kind of soil:- , providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering work up to plinth level ina ) 1:3:6 ( 1 cement:3coarse sand:6graded stone aggregate 40 mm ( inclduing carriage complete job. , centering and shuttering including strutting, propping etc. & removal of form work for:-a )     columns, piers , abutments . posts, struts, walls , p / fixing pvc rain water pipe for beep hole 100 mm dia , earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressingup in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in all kind of soil:- , soling / dumping of stones in horizontal incl the cost of stones ( inclduing carriage complete job. , providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 ( 1 cement : 2 co.:hse sand 4 graded stone aggregate 20mm nominal size crushed ( inclduing carriage complete job. , 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 64