Construction of Pond at Veer Badesar

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. 20% Aks and 80% ordinary rock

Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thickcompacted bed of fine sand, filling the joints with coarse sand etc. allcomplete as per direction of Engineer-in-charge.

P/Laying of cement conct. 1:5:10( 1 cement :5coarse sand :10 graded stone aggregates 40mm) Of specified gradeincluding curing but excluding cost of centring and shuttring. all work up to plinth level.

P/Laying of cement conct. 1:3:6( 1 cement :3 coarse sand :6 graded stone aggregates 20mm) Of specified gradeincluding curing but excluding cost of centring and shuttring. all work up to plinth level.

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

Supply and laying of stone

12mm Cement plaster on the rough side of single or half brick wall of mix (1:6)

Providing and laying 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

carriage of Sand& Agg avg. 50 km lead by MT hl

stone avg lead of 5 k m by mt