The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

Estimating and Costing
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

(6 + 12) chains

None of these

(6 + 18) chains

(6 + 15) chains

(6 + 12) chains

None of these

(6 + 18) chains

(6 + 15) chains

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Estimating and Costing
The most reliable estimate is

Detailed estimate

Cube rate estimate

Preliminary estimate

Plinth area estimate

Detailed estimate

Cube rate estimate

Preliminary estimate

Plinth area estimate

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Estimating and Costing
Anti-siphonage pipe is connected to

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

Main soil pipe

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Estimating and Costing
The rate of payment is made for 100 cu m (per % cu m) in case of

Excavation in trenches for foundation

Earth work in excavation

Rock cutting

All of these

Excavation in trenches for foundation

Earth work in excavation

Rock cutting

All of these

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Estimating and Costing
Berms are provided in canals if these are

Fully in excavation

Partly in excavation and partly in embankment

Fully in embankment

All of these

Fully in excavation

Partly in excavation and partly in embankment

Fully in embankment

All of these

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Estimating and Costing
While preparing a detailed estimate

All of these

Volume should be measured correct to 0.01 cum

Dimension should be measured correct to 0.01 m

Area should be measured correct to 0.01 sqm

All of these

Volume should be measured correct to 0.01 cum

Dimension should be measured correct to 0.01 m

Area should be measured correct to 0.01 sqm

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Estimating and Costing

Estimating and Costing The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

Estimating and Costing The most reliable estimate is

Estimating and Costing Anti-siphonage pipe is connected to

Estimating and Costing The rate of payment is made for 100 cu m (per % cu m) in case of

Estimating and Costing Berms are provided in canals if these are

Estimating and Costing While preparing a detailed estimate

Estimating and Costing
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

Estimating and Costing
The most reliable estimate is

Estimating and Costing
Anti-siphonage pipe is connected to

Estimating and Costing
The rate of payment is made for 100 cu m (per % cu m) in case of

Estimating and Costing
Berms are provided in canals if these are

Estimating and Costing
While preparing a detailed estimate