Estimating and Costing Anti-siphonage pipe is connected to Main soil pipe Top of P trap W.C. Bottom of P trap W.C. Side of water closet Main soil pipe Top of P trap W.C. Bottom of P trap W.C. Side of water closet ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The measurement is made for stone work in square metre in case of Columns, lintels, copings (A) and (B) of the above Wall facing Building work Columns, lintels, copings (A) and (B) of the above Wall facing Building work 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/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D [first area + last area + Ʃ Even area + 2 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/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The unit of measurement is per quintal for the following: M.S. reinforcement of R.C.C. works Collapsible gates with rails Rolling shutters Expanded metal wire netting M.S. reinforcement of R.C.C. works Collapsible gates with rails Rolling shutters Expanded metal wire netting ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The plinth area of a building not includes Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of cantilevered porch Area of the walls at the floor level Lift and wall including landing Internal shaft for sanitary installations up to 2 sq m. in area Area of cantilevered porch Area of the walls at the floor level 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
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