Construction of Link Road to Kunnintse Hanu RD 0 to 150 mtr.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil

Ordinary Rock

Hard Rock (Requiring Blasting)

Random Rubble masonry with hard stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) Stone available at Site complete job.

Dry random rubble masonry with hard stone in foundation and plinth:Using quarry stone with bond stone. complete job.Stone available at Site

Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) including carriage complete job.

M/S tsering samphel

M/S GHULAM NABI

M/S SONAM STOBGAIS

M/S MOHD ALI

M/S TSEWANG NORBOO

M/S TSEWANG NAMGAIL GOVT CONTRACTOR

M/S TSERING DORJAY GOVT CONTRACTOR

M/S TSERING ANGDUS

M/S RIGZEN PALJOR GOVT CONTRACTOR

M/S SONAM RIGZEN GOVT CONTRACTOR

M/S TASHI DORJAI SHERTI

M/S TSEWANG RIGZIN

M/S TUNDUP ANGCHUK

M/S RINCHEN TONDUP

TSEWANG DORJAY