Earthwork cutting, filling, construction of Dry Stone Masonry Walls at Lamakhiger to Tokpo yokma at Nang (Internal road Nang)

Amount

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.

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

Providing and laying MS pipe crossing including earth work in cutting placing of pipe at required gradiant for efficient all complete work. 300 mm dia

Carriage of material from Mechnical transport a)Cement an avg lead 34 Kms

b) Sand an avg lead 13 Kms

c)Agg an avg lead 20 Kms

d) Stone an any lead 5 Kms

e) Earth an any lead 5 Kms

M/S PHNCHOK TASHI

M/S TAMCHOS SPALZANG