Planning and Estimating Production Rates

Task / Description Slow Ave Fast Units
Concrete Pile Caps, 50-300mm deep and 0.6m dia 0.6 - 0.3 hrs/no
Concrete Pile Caps, 300-750mm deep and 0.6m dia 1.5 - 0.4 hrs/no
Concrete Pile Caps, > 750mm deep and 0.6m dia 1.8 - 0.8 hrs/no
Concrete Pile Caps, 50-300mm deep and 1.1m dia 1.9 - 0.8 hrs/no
Concrete Pile Caps, 300-750mm deep and 1.1m dia 2.5 - 1.1 hrs/no
Concrete Pile Caps, > 750mm deep and 1.1m dia 4.2 - 2.3 hrs/no
Concrete Pile Caps, 50-300mm deep and 2.5m dia 9.2 - 8.2 hrs/no
Concrete Pile Caps, 300-750mm deep and 2.5m dia 10.1 - 9.5 hrs/no
Concrete Pile Caps, > 750mm deep and 2.5m dia 11.5 - 10.2 hrs/no
Concrete, Cutting Slabs, 5-25m deep - 15.2 - m/hr
Concrete, Cutting Slabs, 25-50m deep - 11.5 - m/hr
Concrete, Cutting Slabs, 50-75m deep - 6.7 - m/hr
Concrete, Cutting Holes, coring machine - 0.2 - m3/hr
Concrete, Cutting Back to expose couplers 0.7m slab - 2.5 - m/day