Proposed Road path and Retaining wall

Amount

Excavation in foundation, trenches etc., in earth work,in all lift and lead upto stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm, layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with , all kind of soil .For B/wall

Stone soling property hand-packed filling interstices with spells and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc.100 mm spread thickness

Providing and laying cement concrete 1:6:12 (1cement: 6sand: 12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing and laying cement concrete 1:5:10 ( 1 cement 5 sand 10 graded stone aggregate 40mm nominal size) with 15 % plump and curing complete, excluding the cost of form work in retaining wall Brest wall ,the size of plump shall usually be 150mm to 300 mm. as per H.P.P. W. D. Specification.

Heavy duty compacted and Pressed C.C. interlocking paver block 60mmThick

Providing and laying cement concrete 1:2:4(1cement: 2sand: 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of For flooring.

SUNIL KUMAR

SUNNY

Devender Kumar