Construction of Flood Protection work near H/o Gulam Nabi Wani Shuryan

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.

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

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)

Dumping stone including cost of stones.in Horizontal on level

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

Carriage of Meterial by Mechanical Transport including loading and unloading and stacking complete job at site.

Carriage o fStone at an average lead of 05.00kms by MT

Carriage of Sand at an average lead of 30.00kms by MT

Carriage of Stonr aggrigate 20mm at an average lead of 30.00kms by MT .

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