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CHAPTER 4 - EXCAVATION AND EARTHWORK

payment for dressing in earth work/excavation has already been made. 6. Wet excavation: - Extra rate for excavation will be payable only for excavation below sub-soil water level. Trial pits shall be dug in the area where excavation is required to be done. The steady water level in the

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4. ESTIMATING ROAD CONSTRUCTION UNIT COSTS

The engineer's method is to calculate the number of cubic meters to be excavated using formulas or tables for calculating earthwork quantities as a function of sideslope, road width, cut and fill slope ratios. The rate of excavation would be P = (150 m 3 /hr)/(2100 m 3 /km) = .07 km/hr UC = 80/.07 = $1143/km

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