Construction of breast wall on khugga to jeri road in km 15th RD 14/50 ONWARDS Under road sector Capex Budget 2025-26

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

Earth work in excavation in trenches for foundation, drain, pipes, cables etc ( not exceeding 1.5 m in width ) and for shafts, wells. Cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 m inciuding disposal of excavated earth in:

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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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) using 30% stones

Providing and laying in position cement concrete of specified grade Including curing but excluding the cost of centring and shuttering with:1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Cetering and shuttering including strutting propping etc and removal of form for foundation footings, bases of columns etc for mass concret.

Foundations, footings, bases of columns etc. for mass concrete

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

Carriage of material within avg. lead from source to site of work

Sand 5.0 KM by MT

Agg./dust/screening Below 40 mm 4.0 KM by MT

Stones 2.0 KM by MT

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