Construction of link road Skilkhor Terchay by way of Z/walling and side drain on link road Terchay RD 300 mtr on wards under capex.

Amount

Removal of hippoia fencing on road alingment.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

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

Random Rubble masonary laid in foundation and plinth using nallah stone wtth out bond stone in mud mortor.

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.

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

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)incl carriage of cement.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

providing and laying of MS pipe for x-ing including trench excavation laying of pipe in proper slope refilling and making the surface good in carriage and cost of pipe complete job.(200mm dia).

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 lead 10 km

b. Earth an avg lead 3 km

M/S MOHAMMAD MOSSA

mohd issaq

M/S IBRAHIM ALI

M/S GHULAM HAIDER GOVT HAIDER

M/S HAIDER ALI

M/S MOHD IBRAHIM

M/S ABDUL ALI

M/S MEHDI ALI