Geo Technical Investigation

1

Mobilisation & Demobilisation of machinery equipment labour

and personal from office to site.

2

Shiftting of machinery from one Bore hole location to another

 borehole  location.

3

Taking trial bores (100mm) in soil of all sorts of Soft murum,

hard murum and boulder and in soft rock including all materials

such as casing pipes and accessorieis oil greasse,

such other material as required.

4

Taking trial bores (Nx size with diamond drill)in hard rock

including all necessary materials such as oil, grease,

& such other materials as required,and preserving the core

samples duly marked serially and painting the footage on site of

work and conveying the same to the respective office as directed

complete.

5

Carrying out the following tests in the laboratory for  SOIL

samples

a) Natural Moisture content "m

b) Specific gravity "G"

c) Particle size distribution (by sieve analysis)

d) Atterbergs limits ( Liquid, Plastic Limits & Shrinkages limits)

1

Mobilisation & Demobilisation of machinery equipment labour

and personal from office to site.

2

Shiftting of machinery from one Bore hole location to another

 borehole  location.

3

Taking trial bores (100mm) in soil of all sorts of Soft murum,

hard murum and boulder and in soft rock including all materials

such as casing pipes and accessorieis oil greasse,

such other material as required.

4

Taking trial bores (Nx size with diamond drill)in hard rock

including all necessary materials such as oil, grease,

& such other materials as required,and preserving the core

samples duly marked serially and painting the footage on site of

work and conveying the same to the respective office as directed

complete.

5

Carrying out the following tests in the laboratory for  SOIL

samples

a) Natural Moisture content "m

b) Specific gravity "G"

c) Particle size distribution (by sieve analysis)

d) Atterbergs limits ( Liquid, Plastic Limits & Shrinkages limits)