Const. of lane with P/Wall Adru Bal Khitu Grath to Dheri Bal Krishan Gharat. Pyt Duggan Block Duggan.

Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

P/L Dry stone agg. 40mm nominal size

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry stone massonary with hard stone from nallah without bound stone.

P/L in position Cement conc. 1 cement:2 fine sand:4 graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level.

Carriage of sand and bagri below 40 mm size of 70 km by MT & 1.0Km by HL/AT

Carriage of Stone Agg. By 1.0 KM by H.L

Carriage Stone 1.0KM HL/AT

Cost of sign board