Construction of Protection Bund Both Sides foot Bridge at Brail

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 backfilling of soil & disposal of excavated earth to be levelled and neatly dresses within 10 m lead or as directed by eingeer in charge

P/L of Stone soling / Nallah boulders, hand Packed

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 40 mm nominal size)

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

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

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:

Carriage of earth av lead 2 kms

Carraige of coarse aggregate, 20 mm from Source to Site.

Carraige of Fine aggregate from Source to Site.

Add provisions for signboard, Photographes and other unforseen items.