Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 3.00 cum 2.00 cum 4.00 cum 1.00 cum 3.00 cum 2.00 cum 4.00 cum 1.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The area is measured correct to the nearest 0.03 sqm 0.01 sqm 0.02 sqm 0.04 sqm 0.03 sqm 0.01 sqm 0.02 sqm 0.04 sqm ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds 0.02 0.05 0.04 0.025 0.02 0.05 0.04 0.025 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The rate of payment is made for 100 cu m (per % cu m) in case of All of these Rock cutting Earth work in excavation Excavation in trenches for foundation All of these Rock cutting Earth work in excavation Excavation in trenches for foundation ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is L.D √(1 + s²) d × d × s √[d² × (ds)²] 2 L.D √(1 + s²) L.D √(1 + s²) d × d × s √[d² × (ds)²] 2 L.D √(1 + s²) ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is B + d + Sd Bd + Sd2 B × d - Sd1/2 ½ (Bd + Sd2) B + d + Sd Bd + Sd2 B × d - Sd1/2 ½ (Bd + Sd2) ANSWER DOWNLOAD EXAMIANS APP
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