Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 1.00 cum 2.00 cum 3.00 cum 4.00 cum 1.00 cum 2.00 cum 3.00 cum 4.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds 0.025 0.05 0.02 0.04 0.025 0.05 0.02 0.04 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is (6 + 15) chains (6 + 12) chains None of these (6 + 18) chains (6 + 15) chains (6 + 12) chains None of these (6 + 18) chains ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The detention period in a septic tank is assumed 40 minutes 20 minutes 25 minutes 30 minutes 40 minutes 20 minutes 25 minutes 30 minutes ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken 1.20 liters for 15 users 1.80 liters for 5 to 10 users All of these 1.35 for 20 users 1.20 liters for 15 users 1.80 liters for 5 to 10 users All of these 1.35 for 20 users ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In the mid-section formula The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The area of mid-sections is calculated by using mean depth All of these The mean depth is the average of depths of two consecutive sections The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The area of mid-sections is calculated by using mean depth All of these The mean depth is the average of depths of two consecutive sections ANSWER DOWNLOAD EXAMIANS APP
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