Estimating and Costing For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is 0.247 m³ 0.295 m³ 0.274 m³ 0.200 m³ 0.247 m³ 0.295 m³ 0.274 m³ 0.200 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved. 27,000 m³ 27,500 m³ 26,500 m³ 26,000 m³ 27,000 m³ 27,500 m³ 26,500 m³ 26,000 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 + Sd ½ (Bd + Sd2) Bd + Sd2 B × d - Sd1/2 B + d + Sd ½ (Bd + Sd2) Bd + Sd2 B × d - Sd1/2 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 1.00 cum 4.00 cum 3.00 cum 2.00 cum 1.00 cum 4.00 cum 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 3225 m³ 3250 m³ 3300 m³ 3275 m³ 3225 m³ 3250 m³ 3300 m³ 3275 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The most reliable estimate is Cube rate estimate Detailed estimate Plinth area estimate Preliminary estimate Cube rate estimate Detailed estimate Plinth area estimate Preliminary estimate ANSWER DOWNLOAD EXAMIANS APP
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