Estimating and Costing The unit of measurement is per quintal for the following: Rolling shutters Collapsible gates with rails M.S. reinforcement of R.C.C. works Expanded metal wire netting Rolling shutters Collapsible gates with rails M.S. reinforcement of R.C.C. works Expanded metal wire netting ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing In the mid-section formula The mean depth is the average of depths of two consecutive sections All of these The area of mid-sections is calculated by using mean depth 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 All of these The area of mid-sections is calculated by using mean depth The volume of the earth work is calculated by multiplying the mid-section area by the distance between the two original sections ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The correct Prismoidal formula for volume is D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made for stone work in square metre in case of Building work Columns, lintels, copings Wall facing (A) and (B) of the above Building work Columns, lintels, copings Wall facing (A) and (B) of the above ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the excavation where measurements are made in square meters for payment. Surface dressing up to 15 cm depths Ordinary cuttings up to 1 m Surface excavation up to 30 cm depths Both (B) and (C) Surface dressing up to 15 cm depths Ordinary cuttings up to 1 m Surface excavation up to 30 cm depths Both (B) and (C) 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. 26,500 m³ 26,000 m³ 27,500 m³ 27,000 m³ 26,500 m³ 26,000 m³ 27,500 m³ 27,000 m³ ANSWER DOWNLOAD EXAMIANS APP