Estimating and Costing The rate of an item of work depends on Specifications of works Specifications of materials All of these Proportion of mortar Specifications of works Specifications of materials All of these Proportion of mortar 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 ½ (Bd + Sd2) Bd + Sd2 B + d + Sd B × d - Sd1/2 ½ (Bd + Sd2) Bd + Sd2 B + d + Sd B × d - Sd1/2 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 None of these (6 + 12) chains (6 + 18) chains (6 + 15) chains None of these (6 + 12) chains (6 + 18) chains (6 + 15) chains ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and Half breadth of wall on each side None of these One fourth breadth of wall on each side Breadth of the wall Half breadth of wall on each side None of these One fourth breadth of wall on each side Breadth of the wall ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of cement concrete 1 : 2 : 4 per mason per day is 5.0 m³ 2.5 m³ 3.5 m³ 1.5 m³ 5.0 m³ 2.5 m³ 3.5 m³ 1.5 m³ ANSWER DOWNLOAD EXAMIANS APP
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
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