Improvement of link road to Spitkar thang Grari Turtuk by way of B/wall and Surface drassing under capex.

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. a.All kinds of soil :

b. Ordinary Rock

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)Nallah incl carriage of cement.

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. Nallah

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 with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth Deduct for not watering the excavated earth for banking..

Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete incl carriage of cement.

Carriage of materials by M.T from source to site loading, unloading complete job. a. Sand and stone agg 05 km.

b.Stone an avg 02 km.

c. Earth an avg lead 1 km

M/S ABDUL ALI

M/S MUSSA ALI

M/S MOHD ALI

M/S HAIDER ALI

M/S MEHDI ALI GOVT CONTRACTOR

M/S MOHAMMAD MOSSA

M/S GHULAM HAIDER GOVT HAIDER

M/S MOHD IBRAHIM

M/S MEHDI ALI

M/S SHAMSHER ALI

ghulam haider

M/S HAJI MOHAMMAD ALI