Estimating and Costing The slope of the outlet of 'P trap' below the horizontal is kept 12° 14° 8° 10° 12° 14° 8° 10° ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The main factor to be considered while preparing a detailed estimate, is Transportation of materials Availability of materials All of these Quantity of the materials Transportation of materials Availability of materials All of these Quantity of the materials 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 ½ (Bd + Sd2) B × d - Sd1/2 B + d + Sd Bd + Sd2 ½ (Bd + Sd2) B × d - Sd1/2 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of half brick partition wall per mason per day is 4.0 m2 2.0 m2 1.5 m2 5.0 m2 4.0 m2 2.0 m2 1.5 m2 5.0 m2 ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The rate of payment is made for 100 cu m (per % cu m) in case of Excavation in trenches for foundation Rock cutting Earth work in excavation All of these Excavation in trenches for foundation Rock cutting Earth work in excavation All of these 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 3275 m³ 3225 m³ 3250 m³ 3300 m³ 3275 m³ 3225 m³ 3250 m³ 3300 m³ ANSWER DOWNLOAD EXAMIANS APP
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