Ground leveling for parking near CIBS school and PDD Office at Choklamsar block Leh

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 in foundation and plinth: Using nallah stone without bond stone

Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 300 mm dia. R.C.C. pipe

Providing and laying in position cement concrete of specified grade excluding 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) (A) Crushed

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 sand /bajree average distance of 10km by MT

carriage of stone average distance of 15 km by MT

carriage of earth average distance of 4km by MT

Add cost of quick setting (rapid acceleraing admixtures)

M/S SONAM STANZIN

M/S SINGAY NAMGAIL

M/S RIGZIN YANGJOR

M/S LOBZANG NORBO

M/S TSERING CHONZOM

M/S TSEWANG RIGZIN

M/S STANZIN TSULTIM GOVT CONTRACTOR

M/S THINLESS GYALPO CONTRACTOR

M/S NAWANG THUPSTAN