Improvement/Strengthening of Distributory Channel 7 at SKUAST compound Stakna Leh.(Under District Plan)

Amount

Banking excavated earth in layers not exceeding 20cm 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 etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:(Deduct for not rolling and watering)

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)Quarry

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Dry stone pitching (any thickness) excluding cost of stones.On Slopes

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 cement mortar

Carriage of material by Mechanical Transport including loading unloading comlplete job. A) Cement an avg lead 30Km

b) Sand an avg lead 20Km

c) Stone agg an avg lead 20 Km

d) Stone an avg lead 20 Km

M/s Adil Rehmat

M/S STANSRUNG DORJAY

M/S PHUNCHOK SANGDUP

M/S PADMA TAMCHOS

M/S SANGAY DAWA GOVT CONTRACTOR

SONAM PALDAN

M/S TSEWANG TUNDUP

M/S STANZIN MOTUP GOVT CONTRACTOR