IMPROVEMENT OF DRAIN WITH RETAINING WALL AT HOUSE OF GHULAM NABI BAKSHI ONWARDS AT BACHIPORA

Engagement of labour for preperation of site

Earth work in excavation by manual means 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:All kinds of soil :

Providing and laying of stone soling hand packed including dressing,filing the interstices

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

P/A 12mm thick cement plaster 1:6 (1cement:6fine sand)

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.40mm thick with 20 mm nominal size stone aggregate.

Carraige of by mechanical transport from source to site i/c loading unloading, taxes royalties etc: Fine Agg. for an average lead of 20 Km

Carraige of by mechanical transport from source to site i/c loading unloading, taxes royalties etc:Coarse Agg. for an average lead of 20 Km

Carraige of by mechanical transport from source to site i/c loading unloading, taxes royalties etc: Soling for an average lead of 15 km

Add provisions for signboard, Photographes and other unforseen items.