Estimating and Costing The measurement is not made in square meters in case of Concrete Jeffries Form works P.C. (Damp proof course) R.C. Chhajja Concrete Jeffries Form works P.C. (Damp proof course) R.C. Chhajja ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended 200 mm 100 mm 175 mm 150 mm 200 mm 100 mm 175 mm 150 mm ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the excavation where measurements are made in square meters for payment. Both (B) and (C) Surface excavation up to 30 cm depths Surface dressing up to 15 cm depths Ordinary cuttings up to 1 m Both (B) and (C) Surface excavation up to 30 cm depths Surface dressing up to 15 cm depths Ordinary cuttings up to 1 m ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The item of the brick structure measured in sq.m, is Reinforced brick work Brick edging Broken glass coping Brick work in arches Reinforced brick work Brick edging Broken glass coping Brick work in arches 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 3275 m³ 3300 m³ 3250 m³ 3225 m³ 3275 m³ 3300 m³ 3250 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 26,500 m³ 26,000 m³ 27,500 m³ 27,000 m³ 26,500 m³ 26,000 m³ 27,500 m³ ANSWER DOWNLOAD EXAMIANS APP