Construction of link Road shrishi to samroli via Manthori L 950 mtr Under CDF

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.

All kinds of soil :(85%)

Ordinary Rock (15%)

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 :(70%)

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)with

Centering and shuttering including strutting, propping etc. and removal of form for:

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

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

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)with

Dumping stone including cost of stones. in Horizontal on level (50%) & (50%) earth

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

Carriage of Stone at an average lead of 2.00 kms by MT

Carriage of Sand at an average lead of 20.00 kms by MT

Carriage of bajree at an average lead of 20.00 kms by MT

Carriage of Stone agg 40 mm n size at an average lead of 20.00 kms by MT

Carriage of Excavted earth at an average lead of 1.00 km by MT

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