Land development and breast wall for construction of NTPHC building at Charasa.

Amount

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: in mud mortar.

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. a.All kinds of soil :80%

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. b.Ordaniry rocks 20%

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)Nallah incl cost of cement carriage.

Dry random rubble masonry with hard stone in foundation and plinth:Dry random rubble masonry with hard stone in foundation and plinth:Nallah

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete. Incl cost of cement carriage

Carriage of materials by M.T from source to site loading, unloading complete job. a. Sand and stone agg 5 km.

b.Stone an avg lead 20 km

c.Earth an avg lead 1 km

M/S STANZIN TSONDUS GOVT CONTRACTOR

M/S ABDUL ALI

M/S LOBZANG RINCHEN

M/S GHULAM HAIDER GOVT HAIDER