L070 RD 1200 to Shalnard

RRM R/Wall

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 :

Providing and Laying of stone soling beneth the concrete walls including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured).

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:M-10 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured).

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) Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured).

Dry random rubble masonry with hard stone in foundation and plinth ( With Bond stone):Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured).

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1103 (Granular material)Nallah Muck, including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)

Crate Protection

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 :

Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured)