Estimating and Costing The concrete work for the following part of the building of specified thickness is measured in square meters Floors All of these Wall panels Root slabs Floors All of these Wall panels Root slabs 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 2.00 cum 3.00 cum 1.00 cum 4.00 cum 2.00 cum 3.00 cum 1.00 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 3250 m³ 3275 m³ 3300 m³ 3225 m³ 3250 m³ 3275 m³ 3300 m³ 3225 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as Excavation Cutting Surface dressing Surface excavation Excavation Cutting Surface dressing Surface excavation ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In case of laying gullies, siphons, intercepting traps, the cost includes All of these Setting and laying Connection to drains Bed concreting All of these Setting and laying Connection to drains Bed concreting ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes Area of the walls at the floor level Lift and wall including landing Area of cantilevered porch Internal shaft for sanitary installations up to 2 sq m. in area Area of the walls at the floor level Lift and wall including landing Area of cantilevered porch Internal shaft for sanitary installations up to 2 sq m. in area ANSWER DOWNLOAD EXAMIANS APP