Estimating and Costing Anti-siphonage pipe is connected to Side of water closet Main soil pipe Bottom of P trap W.C. Top of P trap W.C. Side of water closet Main soil pipe Bottom of P trap W.C. Top of P trap W.C. ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In the mid-section formula The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The mean depth is the average of depths of two consecutive sections The area of mid-sections is calculated by using mean depth All of these The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections The mean depth is the average of depths of two consecutive sections The area of mid-sections is calculated by using mean depth All of these 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 3.00 cum 2.00 cum 1.00 cum 4.00 cum 3.00 cum 2.00 cum 1.00 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 5.0 m³ 1.5 m³ 2.5 m³ 3.5 m³ 5.0 m³ 1.5 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The expected out turn of 2.5 cm cement concrete floor per mansion per day 10 sqm 7.5 sqm 2.5 sqm 5.0 sqm 10 sqm 7.5 sqm 2.5 sqm 5.0 sqm ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the excavation where measurements are made in square meters for payment. Surface excavation up to 30 cm depths Ordinary cuttings up to 1 m Surface dressing up to 15 cm depths Both (B) and (C) Surface excavation up to 30 cm depths Ordinary cuttings up to 1 m Surface dressing up to 15 cm depths Both (B) and (C) ANSWER DOWNLOAD EXAMIANS APP
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