Adjustment of closing error by Bowditch’s rule

Laws of Weights

Satellite Station and Reduction to Centre

Bearing of any two lines missing: Theodolite traversing

Length of any two lines missing: Theodolite traversing

Length and Bearing of different lines missing: Theodolite traversing

Length and Bearing of same line missing: Theodolite traversing

Additional Example on local attraction: Prismatic Compass

Balancing of traverse by Bowditch’s rule

Balancing of traverse by Transit rule

Shift of transition curve

Types of transition curves

Transition curve in surveying

Setting out transition curve: Part 2

Setting out transition curve: Part 1

Two peg method in levelling

Setting out vertical curve

Trigonometric levelling

Vertical curves in surveying

Trigonometric levelling: When base of the object is not accessible (Case 2b)

Trigonometric levelling: When base of the object is not accessible (Case 2a)

Trigonometric levelling: When base of the object is accessible (Case 1)

Set out reverse curve between parallel straights: Case 2

Solved numerical on non parallel straights Case 1(b)

Solved numerical on non parallel straights Case 1(a)

Relationship between various parts of a reverse curve: Case 2

Height of Instrument (H.I) method in Levelling

Rise and Fall Method in Levelling

Relationship between various parts of a reverse curve: Case 1(b)

Relationship between various parts of a reverse curve: Case 1(a)