Construction of link road from Sepahak to Lanak Shachukul, Block Durbuk

Amount

Earth work in excavati..;n 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

Dry random rubble masonry with hard stone infoundation and plinth: Using nallah stone without bond stone

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

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden L?or steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in : All kinds of soil:

Carriage of earth from an average lead of 2 km by MT

Carriage of stone from an average lead of 10 km by MT

Carriage of sand and aggregate from an average lead of 15 km by MT

Carriage of cement from an average lead of 117 km by MT

M/S STANZIN TAKPA

M/S DORJAY NAMGAIL

M/S STANZIN DORJE

M/S TUNDUP SPALZANG

M/S SONAM TSERING

M/S TSEWANG NAMGAIL

M/S KONCHOK GYALSON

M/S TASHI ANGDUS

M/S KONCHOK RANGDOL

Ramzan Din

M/S NAWANG DORJAY GOVT CONTRACTOR

M/S RIGZIN NAMGAIL

M/S TUNDUP GURMET

M/S PUNCHOK DORJAY GOVT CONTRACTOR