Infrastructure Development of various places in Khaltsi Sub Division in lieu of HH Chetsang Rinpochey visit (by way of Re - Construction of damaged Retaining wall in link road to Lamayuru monastery). Under District Capex.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarses and : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Labour Rate

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

Dumping stone excluding cost of stones. On slope Behind pitching

Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Cement an avg lead 35Km

b) Sand an avg lead 20 km

c) Stone aggregate an avg lead 35Km