Estimating and Costing The brick work is not measured in cu m in case of Reinforced brick work One or more than one brick wall Half brick wall Brick work in arches Reinforced brick work One or more than one brick wall Half brick wall Brick work in arches ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The main factor to be considered while preparing a detailed estimate, is Availability of materials All of these Quantity of the materials Transportation of materials Availability of materials All of these Quantity of the materials Transportation of materials ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is 4.00 cum 1.00 cum 3.00 cum 2.00 cum 4.00 cum 1.00 cum 3.00 cum 2.00 cum ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of cement concrete 1 : 2 : 4 per mason per day is 2.5 m³ 3.5 m³ 1.5 m³ 5.0 m³ 2.5 m³ 3.5 m³ 1.5 m³ 5.0 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is 3300 m³ 3225 m³ 3275 m³ 3250 m³ 3300 m³ 3225 m³ 3275 m³ 3250 m³ 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 - Sd1/2 ½ (Bd + Sd2) B + d + Sd Bd + Sd2 B × d - Sd1/2 ½ (Bd + Sd2) B + d + Sd Bd + Sd2 ANSWER DOWNLOAD EXAMIANS APP
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