Construction of archery stadium at Palam

Amount

Earthwork in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth , breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammers , and rolling every third 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 tilling up ground depressions let upto 50 mtr and lift upto 1.5 mtr. Deduct for not watering. Deduct for not rolling with power roller.

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but including cost of wire-crates.

Carriage of Earth by MT avg. lead upto 1km

Carriage of stone average lead upto 20 km by mechanical transport.

JAMILA BANO

M/S SADAT ALI

M/S NAWANG PHUNCHOK

M/S SONAM WANGMO

M/S TSETAN ANGCHOK GOVT CONTRACTOR

M/S RINCHEN DORJEY GOVT CONTRACTOR

M/S TSERING ANGCHOK

M/S STANZIN TAKPA

M/S ZUBAIR AHMED

M/S MOHD RAMZAN

M/S JIGMATH SONAM GYALPO

M/S PHNCHOK TASHI

M/S LOBZANG TSEWANG

M/S SONAM TSERING

M/S TSEWANG NURBU GOVT CONTRACTOR

STANZIN CHAKYAN

M/S TSEWANG GONBO GOVT CONTRACTOR

M/S TSEWANG NAMGYAL

M/S THIINLES TUNDUP

M/S PHUNTSOG NAMGIAL GOVT CONTRACTOR

M/S ISHEY TSERING GOVT CONTRACTOR

M/S GHULAM HASSAN

M/S KANIZ FATIMA GOVT CONTRACTOR