company profile - sitech...

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CORPORATE OFFICE: ABUJA LAGOS ILORIN KADUNA

--------- ------------- ---------- ------------- Plot 728, Alexandra Crescent, 42 Thomas Animashaun St. Unity Road 12A Nuhu Bamali Off Aminu Kano Crescent, Agudu Surulere P.O.Box 386 off Gwamna Road

Zone A7, Wuse II, Lagos. Ilorin P . O . Box 10780 Garki, Abuja. Kaduna E:mail:[email protected]

GSM: 08033146044 08035808516 08034555805

website: www.sitech-engineering.com.ng

COMPANY PROFILE

FEBRUARY. 2015

OUR VISION:

To be a major Engineering firm in the

development of quality and durable

Infrastructures.

MISSION:

To provide adequate ground Engineering

(Foundation) data for the design of various

Infrastructures using the latest field

Technology device to obtain reliable results.

CONTENT Page

THE COMPANY-INTRODUCTION:……………………………….......…1

1.0 OBJECTIVES:………………………………………………….…................2

2.0 FOUNDATION &GEOTECHNICAL ENGINEERING:………..……...3-4

3.0. DETAILS OF LABORATORY TEST......................................................5-10

4.0. FIELD TEST PROCEDURES.................................................................11-17

5.0. LABORATORY EQUIPMENT....................................................................18

6.0. ESSENTIAL LABORATORY EQUIPMENT……………………………19

7.0. FIELD DRILLING EQUIPMENT………………………………………...19

8.0. DEVELOPMENT OF DESIGN PARAMETERS FOR ENGINEERING

STRUCTURES..........................................................................................20-21

9.0. GEOTECHNICAL ENGINEERING ..........................................................22

10.0. PILE FOUNDATIONS..................................................................................23

11.0. PREVIOUS PROJECTS EXECUTED...................................................24-32

12.0. SUMMARY OF STAFFING........................................................................33

13.0. SAFETY POLICY…………………………………...………………….34-35

14.0. STAFF AND CURRICULUM VATAE……………………………….37-47

COMPANY PROFILE

SITECH ENGINEERING LIMITED was incorporated on the 6th day of

June, 1989, with the main objectives of providing Geotechnical

Engineering and Laboratory Services to Civil Engineering, Structural,

Architectural Consulting Firms, Building and Civil Engineering

Contractors, Foundation Specialist and building material industries.

Site investigation is the first crucial step in design and construction when

the cost and practicalities of building project on a particular site are

evaluated. It is vital to the success of any construction project, since

inadequate investigation can lead to very large construction over - runs. In

order to be effective, site investigation must be carried out in a systematic

way using techniques that are relevant, reliable and most effective.

The overall responsibility for the consequence of site investigation is

increasingly placed on Engineers, even when the work is carried out by

others; the need for them to understand and be fully in control of the

process has become imperative. This is to ensure our structures are Build

on Sound Foundation.

This brochure, inform our numerous clients of available techniques, such

as:-

* Specification and Procurement

* Geotechnical investigation techniques

* Sample disturbance and sampling methods

* In - situ testing

* Laboratory Testing

* Geophysical/Geological Survey

* Pile Foundations.

CONSULTANT’S ORGANISATION

Name of Company: SITECH ENGINEERING LIMITED

Year of Incorporation: June, 1989 CAC, Abuja, Nigeria

Professional Registration: Member of MNSE, COREN

Corporate Head Office: No12A Nuhu Bamalli Close,

Off Gwamna Road, K/Mashi

GRA, P.O. Box 10780, Kaduna.

Contact Person: Engr. M. Shittu (Executive Director)

Call No: 08033146044, 08034555808.

Email: [email protected]

Website: www.sitech-engineering.com.ng

ORGANISATIONAL STRUCTUREOBJECTIVES

As a well established firm in the Construction industry, we are

known to be focus on achieving a high degree of customer

satisfaction, early projects completion, high degree of work

standards, safety management, sound financial management, deep

involvement in Research and Development (R&D) and development

of Technological innovations in Foundation Engineering.

Our objectives are further enumerated as follows

* Quality service in conformity with international standards.

* Design, development, testing and implementation of special

technologies and new construction methods.

* Involve in Research and Development of new technologies

and improvement of existing ones.

* Timely or early completion of Projects

* Development of skills and Training of Engineers and

Technologists in the field of Foundation and Geotechnical

Engineering.

1.0 FOUNDATION & GEOTECHNICAL ENGINEERING

Sitech Engineering Limited has continued for the past decades to be

a successful contractor of large infrastructure projects with sensitive

Soil Mechanics & Foundation Engineering related component and a

recognized leader in the Field of Foundation Engineering

applications, Deep Foundation Works, Bridges and Bridge related

Engineering Works, Soil Remediation Large Excavations Hydro –

structures and in the Design and Development of construction

Methodologies and Technologies our core services are enumerated

below;

DRILLING OFFSHORE FOR SHELL FLOW STATION, PORTHARCOURT

1 Geotechnical Investigation:

To undertake soils and foundation research and studies for bridge

sites, dams, pavement designs and for building construction as well

as others according to needs and requirements. Our soil engineers

and scientist prepare reports for various uses.

2. Material Testing:

To carry our comprehensive strength test on concrete products,

determination of mix design and strength test in order to improve

on the quality of client products.

3. Structural Test:

To carry out in-situ deflection tests on all slabs, beams and other

structures on building and bridges as well as determine the

maximum loading capacity of an existing structure.

4 Pavement Design and Rehabilitation for Existing Roads and Air

Ports pavement.

5 Agricultural Soil Studies:

To conduct soils and chemical tests on Agricultural land to evaluate

solutions to crop and land problems.

6. Reclamation of Land:

To carry out soil studies on erosion control sites.

7 Water Studies and Boreholes Services:

To undertake studies of ground water and drilling of boreholes.

8 Geophysical Investigation:

This involves electrical resistively studies and seismic method of

ground water investigation.

9 Highway Asset and management.

Continuous rehabilitation and management of our highway

materials.

10. Pile Foundations:

Construction of various diameter piles for foundation of Bridges,

structures, jetties etc both onshore and offshore

3.0. DETAILS OF LABORATORY TESTS

A SOIL TEST

1.1 Determination of natural moisture content

1.2 Determination of dry density in the laboratory

1.3 Flow of water in the soil. (Permeability)

1.4 Determination of Atterbergs limits

1.5 Determination of shrinkage limit

1.6 Sieve Analysis - wet

1.7 Sieve Analysis - dry

1.8 Particles size distribution /Hydrometer Analysis.

1.9 Specific gravity test.

1.10 Determination of organic matter content of soils.

1.11 In-situ dry density, sand replacement method.

1.12 In-situ dry density; core cutter method.

1.13 Speedy moisture determination.

1.14 Modified proctor, AASHTO, BS, Heavy and vibratory or

West African Standard Compaction.

1.15 Standard proctor compaction

1.16 Soil bearing tests.

1.17 CBR test with sample compacted to specified moisture content and

density.

1.18 Compaction/CBR test including soaking (5 Nos. Points per sample)

Standard penetration test. (SPT).

1.19 Insitu CBR tests on existing roads

1.20 Non - destructive Highway Pavement Evaluation.

B TEST ON CEMENT

2.1 Strength compression test for cement quality determination.

2.3 Quality control of cement products.

C TEST FOR SAND AND AGGREGATES

3.1 Aggregate crushing test or 10% fines test

3.2 Aggregate abrasion value test

3.3 Aggregate impact test

3.4 Light weight pieces

3.5 Relative density and water absorption of aggregate.

3.6 Determination of angularity

3.7 Determination of flakiness and elongation

3.8 Grading analysis

3.9 Crushing value of aggregate by use of sodium.

3.10 Sulphate or magnesium content test.

3.11 Sedimentation method for determination of clay, silt, dust in

fine or coarse aggregate.

D TEST FOR CONCRETE

4.1 Effect of organic impurities in fine aggregate on the strength of

mortar.

4.2 Compressive Strength of cement mortar cubes.

4.3 Air content of cement mortar

4.4 Consistency setting time of cement mortar

4.5 Specific gravity of cement mortar

4.6 Air permeability ( Fines) of concrete

4.7 Ball penetration in fresh Portland cement

4.8 Setting time of concrete

4.9 Consistency test

4.10 Weight per cube meter of fresh concrete

4.11 Determination of loss on heating.

4.12 Compression test including bulk density determination on 150mm

(6" or 100mm (4")

4.13 Compressive test on concrete, sandcrete, clay or soil cement, lock

of cylinders including capping.

4.14 Compressive test on rock and concrete cores including cutting to

suitable size.

4.15 Preparing for crushing and crushing of 150mm (6") or 100mm (4")

standard concrete cubes.

4.16 Slump test on laboratory trial mix.

4.17 Concrete mix design.

4.18 Rebound number of hardened concrete.

4.19 Bulk density of filler

4.20 Determination of absolute specific gravity of filter

4.21 In-situ deflection test.

E DEEP SOIL FIELD INVESTIGATION

5.1 Shell and Auger soil boring

5.2 Washing boring method

5.3 Percussion Drilling method

5.4 Vertical rock coring Rigs

5.5 Standard penetrating test (SPT)

5.6 Plate Loading Test.

F MATERIAL TESTING

6.1 Aggregate impact test

6.2 Los Angeles Abrasion test

6.3 Water Absorption test

6.4 Aggregate crushing test

6.5 Tensile Compression test

6.6 Bitumen / Aggregates tray tests on roads.

G TEST ON ASPHALTIC CONCRETE

7.1 Marshall stability and flow tests on cored or compacted specimen.

7.2 Determination of binder content

7.3 Bitumen coating and stripping test

7.4 Asphaltic concrete mix design.

H CHEMICAL TESTS FOR WATER

8.1 Combined PH and Sulphate Analysis of ground water.

8.2 Determination of suspended / dissolved solids.

8.3 Determination of Acidity or alkalinity.

8.4 Bacteriological examination of water.

I ROAD PAVEMENT EVALUATION

9.1 Roughness test of pavement

9.2 Assessment of flexible - pavement strengthening by overlays

9.3 Defection measurement with Benkelman beam/Dynaflect

9.4 Measurement of skidding resistance.

J TEST ON STABILITY OF MATERIALS

10.1 Soil - cement stabilization design.

0.2 Bitumen - soil stabilization design.

10.3 Mechanical stabilization of soils.

Find the plates 3.1-3.4 showing some of the laboratory tests.

LABORATORY TESTING IN OPERATION

COMPRESSIVE STRENGTH TESTING MACHINE

Laboratory Tests

Process of Conducting Triaxial Compression Test

4.0 FIELD TEST PROCEDURES

We offer clients a full range of Geotechnical engineering and geological

services, including site exploration and evaluation of geologic hazards,

development of foundation, earth work recommendations and

construction monitoring. We can also integrate Geotechnical engineering,

engineering geology, seismology and environmental services to facilitate

sitting and design of dam structures as highlighted below:

To ensure adequate foundation for the dam axis and the embankment, it is

necessary to conduct extensive investigation on the proposed dam axis

and the availability of the local soil material within the vicinity of the dam

site.

Therefore, the under mentioned tests are quite relevant for site exploration

and evaluation:

* Geophysical Investigations.

* Conduct Dutch Cone Penetration Test (DCPT).

* Conduct Standard Penetration Test (SPT) at every 1.5m depth

interval in order to determine in - situ, the shear strength of the soils

at which the core of the dam will be founded.

* Coring of rock samples to analyze the rock samples and ascertain

any geologic hazards.

(A). Drilling Methodology (Test Boring)

The borehole will be done in continuous coring mode with drilling guage

Ø 130mm – 85mm in diameter, decreasing towards the bottom. With

simple and double core barrel to make sure the maximum core will be

recovered.

To hold the wall bore, we will use a casing (temporary tube) Ø 150-

101mm in diameter decreasing towards the bottom.

The core sample will be stored in soil sample box, for each samples we

will have the following records: borehole number, withdraw depth, data,

station, starting and ending tripping points.

(B). STANDARD PENETRATION TEST (SPT)

Standard penetration test (SPT) will be carried out at 1.5m intervals in

slightly to fairly consistent or loose soils. SPT will be conducted in

SITE EXPLORATION, CHARACTERIZATION AND EVALUATION

accordance with ASTM D1586-92. The SPT will be done using a split -

barrel sampler having 2" outside diameter. During the SPT test, the

sampler will be hammered into the ground with the number of blows

recorded. The sample would be collected in a dedicated split spoon

sampler that will be opened on site.

The standard penetration tests (SPT) involves driving a split-spoon

sample barrel into the ground from the bottom of a borehole by dropping

a 140 lb (63.5kg) hammer a height of 30inches (0.76m); from the test, a

penetration resistance or blow count (N-value) is obtained which equals

the number of blows to drive the sampler over the depth interval between

6 and 18 inches (150 to 450mm). The N-value is reported in blows per

foot (blows per 300mm). Standard testing procedures are described in

ASTM D 1586.

Main specifications are as follows:

Testing points will be done at 1.5m interval drilling, calculating the Nvalue

reported in blows to drive the sampler at the depth of equal interval

15cm each one of the split-barrel sampler;

For each test, first will be done the cleaning of the end-boring, removing

any obvious contamination derived from drilling. Sign the water level;

The samples will be removed from the split-barrel and wrap it or seal in a

plastic bag to retain moisture. Mark the sample “bottom” if applicable

and label it with an identification number, withdrawal depth and

withdrawal station;

The test will be stopped when the sum of the number of blows for

increments

“N”value it will be N = 50 blows;

Where the test will achieve Nvalue = 50 the boring test shall be continued

until an appropriate bearing stratum where more than an Nvalue = 50 is

found and further drilling shall be conducted into the stratum at least of

5meters in depth; Find the plates 4.1-4.3 showing the various drilling

Rigs.

If the test will not be meeting the above conditions (Nvalue = 50 blows or

boring reaches rock stratum) within 50 meters in depth, the bore drilling

will be stopped.

(C) CONE PENETRATION TEST (CPT)

The cone penetrometer test consists of forcing a hardened steel cone

continuously into the ground and measuring its resistance to penetration.

The standard cone used has an apex angle of 60o and a base area of

10cm2.

The hydraulic operated static penetrometer of 20Tons was used in the

cone resistance soundings. The machine consists of a steel frame carrying

a driving head which houses the hydraulic capsule. The driving head can

raise or lowered by manually operated winch or motor driven hydraulic

ram.

Mechanical mantle cone with friction jacket was used in the operation.

The cone assembly is pushed into the ground by means of steel rods,

connected length, into the driving head. Discontinuous sounding

procedure was adopted in the test. The cone in its retracted position is first

force into the ground at a distance of 20cm by application of force to the

outer sounding tubes. The cone is then pushed out at a distance of 4cm at

rate approximately 1cm/secs. The pressure required to advance the cone

transmitted through the capsule in the driving head to the gauge is

recorded. The machine measures skin friction value of the material with

friction jacket behind the cone. The outer tube is then advanced a 20cm

further where the same operation is carried out and recorded. This

procedure is repeated until a refusal where the total resistance to

penetration of the tube and cone reaches that of the machine.

Successive cone resistance readings are plotted against the depth to form

resistance profile. The tests are conducted according to ASTM D5778

standards.

( D ). LABORATORY TEST

The undisturbed samples should be withdrawn in the cohesive soil (sandy

silty, silty sand, clayey sand, clay, etc....).

On the disturbed sample for the incoherent soil (or soil with little contents

of clay or silt) should be done geotechnical tests as well as follows:

Determination of unit weight

Specific gravity

Particle-size distribution tests (dry)

Hydrometer analysis (wet)

Liquid Limit (Atterberg limits)

Moisture content

Shear test

On the undisturbed sample for the cohesive soils (or samples with high

contents of clay or silt) should be done geotechnical tests as well as

follows:

Determination of unit weight

Specific gravity

Particle-size distribution tests (dry)

Hydrometer analysis (wet)

Liquid Limit (Atterberg limits)

Moisture content

One-Dimensional consolidation (oedometric test) with calculation of

following parameters: mv, Cv, K

Triaxial test Unconsolidated Undrained.

The TEAM field engineer will inspect and describe the samples collected

in accordance with ASTM D2487-92 “Standard Classification of Soils for

Engineering Purposes (Unified Soil Classification System)”. Each sample

will be placed in a plastic bag for further identification tests in the

laboratory.

In zones of extremely consolidated soils or very soft rocks (sandstones,

marls, and clays), rotary coring will be undertaken using at least 76mm

nominal diameter double tube, with face discharge rotary core barrels. In

case of low recovery with the diameters, larger ones will be used.

For each core, the Total Core Recovery (TCR) will be recorded along

with the Solid Core Recovery (SCR) and the Rock Quality Designation

(RQD). For each run, the coring time will be recorded and the water

return status will be noted as these parameters provide very useful

information on the hardness of the rock encountered and the extent of

fracturing. The TEAM Supervising Engineer will record the spacing of

the fractures within the rock and classify the rock, as well as note the

groundwater depth if it is encountered. The structural details will be

recorded in accordance with the general methods proposed in ‘The

logging of rock cores for engineering purposes’, Report of the Geologic

Society Engineering Group Working Party, Quarterly Journal of

Engineering Geology, Volume 3, No. 1, December 1970.

Rock samples will be placed in designated boxes and photographed. The

selected samples designated for laboratory testing will be properly double

wrapped in order to avoid any loss of moisture.

The disturbed samples will be labeled as follows;

Station;

Top sample and bottom sample;

Withdraw data;

Withdraw depth;

Borehole Number.

Set – up of Rotary Drilling Rig.

Installation of Casing for Micro Piles

Setting up of KB20 Rig at Drilling Location

Process of Rock Coring with KB20 Rig

Anchoring of Reinforcement for Micro Piles

5.0 LABORATORY EQUIPMENT - ANNEX I

S/No. Qty Description

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16

2 No. 1 No. Set 10 No. 2 No. 2 No. 1No. 2 No. 1 No. 1 No. 1 No. 1 No. 2 No. 5 No. 1 No. 1 No. 2 No. 1 No. 4No. 4 No. Set 1 No. 4 No. 4 No. Set 4No 3No 1.10 2No 1No 1No 1No 1No 3No

Liquid Limit apparatus Dessicator B. S. Sieves Proctor Moulds 2.5 kg Rammer CBR Machine Triaxial Compression Machine Consolidation (Oedometer) apparatus 10kg weighing balance 5kg Electrics balance 2.5kg table top balance Falling Head Permeameter 4.5kg Rammer CBR Moulds 1500kN Compressive Strength Machine Drying oven In situ Density apparatus Pocket Penetrometer. FIELD EQUIPMENT Percussion Drilling Machine/RotaryRig Water Pump Drilling rods 65kg Hammer 4 x 4 wheel Drive Vehicles Hand Augers Drilling /Sampling accessories 8 tone Rotary Drilling Rig/Accessories Water pumps. Packer pump GPS Digital Camera Leveling Instrument Theodolite Water meter Packer Test (Accessories)

6.0. ESSENTIAL LABORATORY EQUIPMENT ITEMS AMOUNTS (N) 1 Moisture Content Containers 70,500.00 2. Specific Gravity Bottles 49,350.00

3. Atterbergs Limit Test 47,940.00 4. Set of Sieves 225,600.00 5. Insitu Density Box 169,200.00 6. California Bearing Ratio Machine 1,720,200.00 7. Triaxial Compression Machine 2,115,000.00 8. Shear Box Machine 1,128,000.00 9. Abrasion Machine ( Los Angeles Machine) 2,538,000.00 10. Compressive Crushing and Accessories 3,025,000.00 11. Slump Test Moulds and Assessors 119,850.00 12. CBR Moulds and Assessors 105,750.00 13. Weighing Balances 423,000.00 14. Consolidation Machine 1,339,500.00 15. Stop Watch 49,350.00 16. Permeability Apparatus 1762,500.00

Total 26,500,000.00

7.0. FIELD DRILLING EQUIPMENT 1. Percussion Drilling Machine - 2No 2. Wash Boring Equipment - 2No 3 Electric Generating Sets - 2No 4. Rotary Drilling Rig. - 5No 5. GPS - 2No 6. Water Meter - 1No 7. Set of Tool Box - 2No 8. Terrameter - 1No 9. Electric Welding Machine - 1No 10. Pile Rig - 1No

8.0 DEVELOPMENT OF DESIGN PARAMETERS FOR

ENGINEERING STRUCTURES.

For the purpose of design it is necessary to conduct the following in - situ

and laboratory tests in order to enhance reliable and economic design;

8.1 CLASSIFICATION TEST

* Determination of Moisture Content

* Atterberg Limit Tests

* Particle Size Distribution Tests (Dry)

* Hydrometer Analysis (Wet)

* Specific Gravity

* Modified Proctor Compaction

* B . S . Heavy Compaction

* West African Standard Compaction

* CBR Test

8.2 PERMEABILITY TEST

* Falling head permeameter

* Constant head permeameter

* Field Permeability Test

8.3 SHEAR STRENGTH/ STABILITY OF SLOPES

* Immediate Undrained Shear Test

* Consolidated Undrained Shear Test

* Stability of Clay Slopes

8.4 SETTLEMENT OF EMBANKMENT

* Laboratory Consolidation Test

* Effect of Compaction on Settlement

* Effect of Embankment Height on Settlement

8.5 STRESSES IN SOILS/BEARING CAPACITY OF GROUND

* Plastic Failure of Soil

* Elastic Failure of Soil

8.6 TEST FOR SAND AND AGGREGATES

* Relative Density/Water Absorption of Aggregates

* Aggregate Crushing Value

* Determination of Flakiness and Elongation

* Los Angeles Abrasion Test

* Aggregate Impact Test

* Concrete Mix Design

* Slump Test (work ability)

8.7 SEEPAGE FLOW/SOIL TESTING.

* Installation of Piezometers at the down stream of embankment

for monitoring of seepage at the toe of the dam.

* In situ Dry Density (Sand Replacement Method)

* In situ Dry Density (Core -Cutter Method)

Our own associated soils laboratory (Sitech Engineering Limited) is

available with suitable equipment for carrying out basic testing

requirements for dam/design together with experience engineering and

technical staff. We do also possess capability for both in situ and

laboratory testing of soils for shallow and deep foundations.

9.0. GEOTECHNICAL ENGINEERING

The works shall entail deep soil investigation and material survey for the

proposed earth dams, access roads, ponds and depressions. Specifically

the following field investigation shall be carried out.

9.1 Shallow –Foundation analysis and formulating of geotechnical design

provision are generally approach in the following steps:

Establish project objectives and design or evaluation conditions;

Characterize site Stratigraphy and soil rock properties;

Evaluate load bearing fill support or subsoil improvement techniques;

Conduct performance, constructability and economic feasibility systems.

9.2. Deep Foundations

Deep foundations, such as piles, drilled shafts and caissons, should be

considered when;

* Shallow foundations are inadequate and structural loads need to be

transmitted to deeper, more competent soil or rock;

* Structures are required to be supported over water

* Functionality of the structure does not allow from differential

settlement.

9.3 Grouting for Ground Engineering

* Grouting in ground engineering is the process of controlled

injection of material, usually in a temporary fluid phase, into soil or

rock, where it stiffens to improve the physical characteristics of the

ground for geotechnical reasons.

Grouting uses in geotechnical engineering range from in filling voids to

compensating for volume loss in tunnelling .The variety of available

techniques (permeation, hydro-fracture, jetting and mixing) and grouts

(cements, clays, chemicals, resins, polymers etc) provide the means to

solve many ground engineering problems.

Parker/Lugeon Test are carried out to assess the permeability of borehole

as it intersects with various hydrogeological units.

9.4 Ground Improvement

Ground improvement may increase strength, increase or decrease

permeability, reduce compressibility, improve stability or decrease wave

due or frost or swelling

10.0 PILE FOUNDATIONS

Piles are convenient method of foundation construction for works over

water, such as jetties or bridge piers or where uplift loads must be

resisted.

The company has the capacity to undertake the construction of;

Driven and cast-in-place piles – Formed by driving a tube with a

closed end into the soil, and filling the tube with concrete.

Bored and cast-in-place piles-Piles formed by boring a hole into the

soil and filling it with concrete

Micro piles – These are Bored piles of shallow depth

Allowable Pile Capacity

A load which is not less than the specified working load and which

takes into account the factor of safety, settlement, overall bearing

capacity of the ground beneath the piles. This is the ability of the pile

to meet the specified loading requirements.

MICRO PILES CONSTRUCTION AT ZAMFARA BRIDGE

11.0. PREVIOUS PROJECTS EXECUTED

Sitech Engineering Limited has been successfully, engaged in a multitude

of projects in different areas of Nigeria, including coastal areas, involving

reclamation of land, difficult soil conditions, bridge construction (offshore

& on shore), ports and hardbours, industrial plants, power generation and

power transmissions, roads and Highways, mineral Exploration and

infrastructural development in general.

The company has executed various diverse project using the latest Rotary

Rigs and modern laboratory equipment in Nigeria, and West Africa sub

region i.e Liberia, Sierra Leone, Benin Republic, Guinea.

The various projects executed in the last 23years are enumerated below;

PREVIOUS PROJECTS EXECUTED

S/No. Project Title Type of Work Location Contract Valve

year

1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0

Allen Building Bank of Credit & Commerce, Six Storey Building Aisha Building Usman Danfodio University Central Mosque Political Parties, state headquarter Construction of 5 No Boreholes Kaduna Polytechnic Computer center Kastina Sport Complex National Political party Project (FMW) White Refinery Project Kaduna International Trade Fair Complex PAN Warehouse Kaduna State Secretariat Waya Dam Project, Bauchi Pankshin Dam project North East Road Design project Kwoi Dam project Bayamari-Geidam Road (FMW) Road FCT 106 Gwagwalada Abuja FCD Sector centre ‘D’, Abuja

Subsoil Investigation Subsoil Investigation Subsoil Investigation Subsoil Investigation Drilling and Deep soil Investigation Drilling and Installation Subsoil Investigation Topograhpical Surveys Subsoil Investigation Subsoil Investigation Quality Control Tests Subsoil Investigation Subsoil Investigation Subsoil Investigation Soil Survey Subsoil Investigation Subsoil Investigation Subsoil Investigation Route soil survey and Deep soil Investigation

Jos Kano Katsina Sokoto 21 State Kaduna Kaduna Kastina Kaduna Kaduna Kaduna Kaduna Bauchi state Plateau state Yobe state Kwoi Geidam Abuja Abuja

80,000.00

100,000.00

700,000.00

180,000.00

350,000.00

200,000.00

18,000.00

20,000.00

22,000.00

350,000.00

350,000.00

350,000.00

40,000.00

400,000.00

800,000.00

950,000.00

1.2m

750,000.00

200,000.00

1989 1989 1990 1990 1989 1991 1992 1990 1989 1992 1993 1993 1993 1994 1995 1995 1995 1995 1995

20. 0 21. 0 22. 0 23. 0 24. 0 25. 0 26. 0 27.0 28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0 36.0 37.0 38.0

Savannah Sugar Co. Numan. Bwari - Kau Rd. Africa International Bank. ADP Kaduna NSITF, Abuja FCT- West Road Gwagwalada. PTF - National Rural Water Supply Programme Bayamari -Geidam Road (FMW) Port -Harcourt - Elele Imo State Border Road (FMW) Yashi - Dayi - Funtua Road (FMW) Gombe - By Pass and allied Roads (FMW) Katsina - Ala - Zaki Biam Road (FMW) Abuja -Nyanya Keffi Road (FMW) Ihube - Okigwe Umelamai Road section II (FMW) Zaria -Basawa Makarfi Road (FMW) Mayanchi - Anka Kebbi State Border Road (FMW) Onitsha - Ndoni Road (FMW) Malumfashi - Kafur -Danja Road (FMW) Onitsha - Owerri - Aba Junction Road (FMW)

Subsoil Investigation Material Investigatio-n along Bridge location Subsoil Investigation Tube Well Construction Subsoil Investigation Subsoil Investigation along Bridge Location Supervision of Drilling of 80Nos. Boreholes. Pavement Evaluation and Route soil Survey Ditto Ditto Ditto Ditto Ditto Ditto Ditto Ditto Ditto Pavement Evaluation and Routes Soils Survey Ditto

Numan Abuja Abuja Kaduna Abuja Abuja Ekiti State Yobe State Rivers/ Imo States Katisna State Gombe State Benue State FCT Imo State Kaduna State Zamfara State Anambra State Katsina State Imo State

700,000.00

300,000.00 250,000.00

1,500,000.00

500,000.00

600,000.00

100m

1,500,000

1,550,000

1,655,500

950,000

1,150,000

1,100,000

1,050,100

980,500

1,850,000

1,050,00

1,350,000

2,050,150

1994 1996 1997 1997 1997 1997 1999 2000 2000 200 2000 2000 2000 2000 2000 2001 2001 2001 2001

CONT’D, PREVIOUS PROJECTS EXECUTED

CONT’D PREVIOUS PROJECTS EXECUTED 39.0 40.0 41.0 42.0 43.0 44.0 45.0 46.0 47.0 48.0 49.0 50.0 51.0 52.0 53.0 54.0 55.0 56.0

Kaura Namoda - Shinkafi - Sabon Birni Road (FMW) Kaiama- Kosubosa - Chikand a Road (FMW) Mararraba - Bali Road (FMW) Jalingo - Lau Road (FMW) Iselegu - Inyi Road (FMW) River Wonderful Bridge, Kafanchan (FMW) Bank of the North Office Tofa Bridge Mararraba - Bali Road Bridges (FMW) Kamal 1 Bridge along the Tafawa Balewa - Dawaki Road Abuja - Nyanya Keffi Road, Bridges (FMW) Maimuna Office Complex New Domestic Terminal Building MAKIA CEDDI Plaza Hadejia Urban Upgrading Project Langtang - Shedam Rd (FMW) NTI, Office Complex, Abuja Federal Ministry of Finance

Ditto Route Soils Survey Ditto Ditto Ditto Deep Soil Investigation Ditto Ditto Ditto Ditto Ditto Ditto Ditto Ditto Materials survey and Deep Soils Investigation 6No Bridge Foundation Investigation Deep Soil Foundation Investigation Deep Soil Investigation

Zamfara State Kwara State Taraba State Taraba State Delta State Kaduna State Abuja Kano State Taraba State Bauchi State FCT Abuja Kano State Abuja Jigawa State Plateau State Abuja Abuja

1,850,500

1,950,000

1,650,000

1,150,000

900,500

1,500,00

1,00,500

1,800,550

6,500,000

350,000

5,500,000

1500,000

1,850,000

1250,000

1,150,000

1,400,000

1,600,000

1,800,000

2001

2000

2000

2000

2001

2000

2000

2000

2001

2001

2001

2001

2001

2001

2001

Jan.,.2002

May,2002

June,2002

CONT’D PREVIOUS PROJECTS EXECUTED 57.0 58.0 59.0 60.0 61.0 62.0 63.0 64.0 65.0 66.0 67.0 68.0 69.0 70.0 71.0 72.0 73.0

Gusau Water Supply Rehabilitation project Water Havesting Project Western By - pass Iselegu -Obiaruku Road 9No Bridge Deep Soil Investigation along Eastern Bypass, Kaduna (FMW) 4No Bridge Deep Soil Investigation along Langtang - Shedam (FMW) FCT Kaura District Abuja Ikom Bridge Upper Niger River Basin Authority Hadejia - Babura Rd Flyover Bridge, Kawo, Kaduna (FMW) Sulma dam 9No Bridges Zamfara Roads 2No Bridge Location Millennium Cultural Centre, Abuja. 1No. Bridge Lokoja-Shintaku (FMW) 1No. Bridge Buruku (FMW)

Geotechnical Consultants Geotechnical Investigation / Material Testing Deep Soil Investigation & Rout Soil Survey Bridge Foundation Investigation Bridge Foundation Investigation Bridge Foundation Investigation Soil/ Material Survey Bridge Foundation Investigation Galma Dam Investigations Geotechnical Investigation Deep Soil Investigation Geotechnical Investigation Deep Soils Investigations Deep Soils Investigations Subsoil Investigation Deep soil Investigations Deep soil investigations

Zamfara State Yobe State Kano State Delta State Kaduna State Langtang Plateau State FCT,Abuja Ikom Kaduna State Jigawa State Kaduna State Katsina State Zamfara State Akwa Ibom State Salini Nig. Ltd Kogi State Benue State

26,000,000 4,000,00 2,000,000 1,700,000 24,000.00 2,500,00 2,100,000 3,000,000 15,000,000 4,800,000 4,500,000 4,200,000 5,400,000 4,000,000 2,500,000 34,000,000 20,500,000

Oct., 2002 Oct.,2002 Nov.,2002 Dec.2002 Sept’2003 Aug.2003 Sept’2003 Nov. 2003 July,2004 Aug.,2004 June, 2005 Feb. 2005 March, 2005 March, 2005 Nov. 2005 Aug. 2006 Sept.2006

74.0 75.0 76.0 77.0 78.0 79.0 80.0 81.0 82.0 83.0 84.0 85.0 86.0 87.0 89.0 90.0 91.0 92.0 93.0 94.0

Mambilla Hydroelectric Power Project-Site Investigations (FMP&S) 1No Bridge, Calabar Route/material & Deep soils Investigation, Ningi-K/Mata Road 4No. Bridges along Abuja-Lokoja Dualisation Subsoil Federal Secretariat 1No. Bagana Bridge Sub soil Investigation for PDP Secretariat, Abuja National Judicial Service Commission Mani Bridge, Katsina Fufore Bridge Adamawa Dangote cement Obajana Dangote cement Ibese Abuja Boulevard Reclamation of Mine site, kano(MMSD) Kaduna Hydro dam Kauru Bridge Karaye Road Bridge 1No ONEX Bridge Mbiama Bridge Core Drilling

Geotechnical Investigations Deep soils Investigation Geotechnical Investigations Deep Soils Investigations Subsoil Investigations Deep Soil Investigations Sub soil Investigation Sub soil Investigation for secretariat Complex Deep soils Investigation Deep soils Investigation Site Investigations Site Investigations Ditto Land Reclamation Geotechnical Investigation Pile Construction Pile Construction Deep soil Investigation /Dantata &Sawoe Nig. Ltd Deep soils Investigation Setraco Iron Ore Exploration

Gembu- Taraba State Cross River State FMT, Abuja FMT, Abuja FCT, Abuja FMT, Abuja Abuja Lagos Katsina Yola Kogi State Ogun State Abuja Kano Kaduna State Kaduna State Kano State Kubwa, Abuja Setraco, Abuja MMSD, Abuja

500,000,000 10,000,000 6,500,000 3,500,000 2,500,000 4,800,000 4,150,000 4,800,000 6,600,000 3,500,000 14,000,000 16,000,000 18,000,000 80,000,000 18,000,000 16,000,000 21,000,000 5,000,000 10,500,000 18,000,000

Sept.2006 Oct.2006 Oct. 2006 Feb. 2007 Feb. 2007 March,2007 Oct. 2007 Nov. 2007 April,2008 April,2008 Dec. 2008 Dec. 2008 Dec.2008 Dec.2008 March,2009 April,2009 June,2009 July, 2010 Jan, 2010 Jan, 2010

95.0 96.0. 97.0 98.0 99.0 100 101 102 103 104 105 106 107 108

Deep Soil Investigation- kano- Maiduguri Dualisation. Subsoil Investigation-Russian Embassy, Abuja Subsoil Investigation at Baro port, Niger State. Subsoil Investigation power Statois News Engineering Ltd. Geotechnical Investigation for Dam project –ITU Cross River State Flyover Bridges-Geotechnical Investigation Dantata & sawoe Nig. Ltd Pavement Evaluation/coring /DCP tests- Oshodi –Obalende Road Subsoil Investigation-Windfarm, katsina Limestone Exploration-Ebonyi Cement Co. Ltd Route/Material integrated Associates Sub soil Investigation Dangote cement terminal freetown Kwall Dam, Plateau State Flyover bridges Geotechnical Investigation Dantata & Sawoe Bridges-Geotechnical Investigation Setraco Nig.Ltd

Bridge Deep Soil investigation Subsoil investigation Subsoil investigation CGGC Subsoil Investigation Dam/Irrigation Investigation Geotechnical investigation-Bridges. Pavement Evaluation-Lagos. Subsoil Investigation-Vergnet Coring of Limestone Material Investigation Sub soil Investigation Geotechnical Investigation Geotechnical Investigation Bridges Geotechnical Investigation bridges

Kano Maiduguri Daulisation Section I Abuja CGGC Abuja Abuja Cross River State Dantata & sawoe, Abuja Dar-AlHadasah, Lagos Vergnet, Katsnia Ebonyi State. Niger State. Sierra Leone Plateau State Abuja Warri

30,000,000 7,000,000 4,000,000 5,000,000 6,500,000 10,000,000 11,000,000 7,500,000 15,500,000 5,000,000 15,000,000 11,000,000 12,000,000 8,000,000

Feb,2010 Feb,2010 Feb,2010 Feb,2010 March,2010 April,2010 June,2010 Aug,2010 Aug,2010 Oct,2010 Jan, 2011 Feb. 2011 March, 2011 April,2011

109 110 111 112 113 114 115 116 (a) 117 118 119 120 121 122 123

Niger- Kaduna- Railway Bridges Tincan –Port Extension Dangote Group Itisi Multipurpose Dam Nafada –Gomba-Abba-Karifi Road 1No Bridge – Gombe –Patiskum 3No Bridges Investigation, Gombe 4No Bridges – Geotechnical Investigation Power Substations, P/Harcourt Power Substation Lot 32 & 33 3No Bridges – Wanke – Kuchiri Road, Gusau 1No Bridge, Gummi, Zamfara State Subsoil Investigation Cement plant, Obajana – Dangote Group Subsoil Investiagtion Cement plant line 3 & 4 Ibese – Dangote Group Kipe Hotel, Conakry Limestone Exploration- Government of Ebonyi State Geotechnical Investigation – Incar Luxury Flats, Vil, Lagos

Geotechnical investigation Bridges Geotechnical investigation Subsoil investigation Route Soil Investigation Geotechnical Investigation Geotechnical Investigation Maitama Extension Geotechnical Investigations Geotechnical Investigations Geotechnical Investigation Geotechnical Investigation Geotechnical Investigation Geotechnical Investigation Subsoil Investigation Coring Exploration Subsoil Investigation

Niger/Kaduna State Lagos Kaduna State Gomba state FMH EECC, Gombe FCT, Abuja News Eng.Co. Ltd. News Eng.Co. Ltd. CCECC, Zamfara State CCECC, Zamfara State Dangote Group Cement Plant, Obajana Dangote Group Cement plant line 3 & 4 Ibese Pearl Group Honk Kong Cement Production & Mineral Dev. Abakaliki Incar Luxury Flats, Lagos

4,500,000 6,500,000 45,000,000 2,000,000 3,000,000 3,000,000 25,000,000 5,000,000 7,500,000 6,500,000 1,800,000 28,000,000 50,000,000 $60,000 30,000,000 3,300,000

Aug,2011 Aug,2011 Nov.2011 July, 2011 Aug, 2011 Aug, 2011 Dec, 2011 Dec, 2011 Nov/Dec,2011 Dec, 2011 Dec, 2011 May, 2012 June, 2012 June, 2012 August, 2012 Sept, 2012

124 125 126 127 128 129 130 131 132 133

Power Substation @ Kaduna & Kano Transmission Line, Abonnema, rivers State Offshore Geotechnical Investigation @ Shell Station in Forcados, Warri Extension of Osubi International Airport, Warri Proposed Nagarjuna Fertilizer Plant at FTZ, Ogidigben, Warri Lekki Infrastructural Development Lagos Kaba District FCDA, Abuja Dangote Refinery /Petrochemical Plant, Lekki free Trade zone, Lagos (ongoing) Ashaka Cement Plc New Plant, Gombe State BUA Group Ltd Ukpilla, Edo State

Subsoil Investigation Subsoil Investigation Geotechnical Investigation Offshore- Shell Petroleum, Warri Geotechnical Investigation Geotechnical Investigation Geotechnical Investigation Subsoil Investigations Geotechnical Investigation Geotechnical Investigation Exploratory Core Drilling for Limestone

Exenergia Nig. Ltd/TCN Steag Encotech W/A, P/H SAIPEM – Sitech, Warri Delta State Warri, Delta State FTZ, Ogidigben, Warri Shell, Lagos Cotea International Nig. Ltd Dangote Refinery, Lagos Ashaka Cement Plc Gombe State BUA Group Plc, Lagos

5,000,000 38,000,000 45,000,000 20,000,000 35,000,000 25,000,000 36,000,000 150,000,000 44,000,000 51,000,000

Oct, 2012 Oct, 2012 Jan, 2013 March, 2013 May, 2013 August, 2013 Sept.,2013 Jan.,2014 January2015 January2015

12.0 SUMMARY OF STAFFING

STAFF STRENGTH

A ENGINEERS 1 M. Shittu HND, PGD (Civil)

MNSE COREN/R.

Eng. (COREN) 2 A. Medubi Bsc, Msc (Civil)

MNSE, C. Eng; (COREN)

3. Abubakar Abdulfatah HND (Civil) 4. Afolabi Akosile Bsc (Soil & Water 5. Tope Daramola B. Eng. (Civil) 6. A. Kamar Bsc, (Geology) 7. Murtala Mohammed B. Eng. (Civil) 8. Isaac Ayandeji HND (Civil) 9. F. Kalejaiye Bsc, (Geology)

B. ACCOUNTS AND ADMINISTRATION

9 Rasak Jimoh B. Sc. (Econs) Account 10 Ademola S Adedeji Personnel Manager

11. Fidelia Ada Ike Computer Operator 12. Egere S. Agah Secretary C. ASSOCIATE FIRMS

1. Quaditect Consultants, Kaduna.

2. Datum Associates, Kaduna. 3. Spick Associates, Kaduna. 4. Nigerian Foundation Services, Lagos. 5. EL - Rufai & Partners, Kaduna. 6. Integrated Engineering Associates Kaduna. 7. Yaroson & Partners, Kaduna. 8. Environmental Development Consultants Kano. 9. A.I.C Progetti, Italy. 10. Samaila Consultants Limited, Kaduna. 11. Etteh Aro & Partners, Abuja.

12. Trust ENG Associates, Kaduna. 13. Interscope Consultants, Kaduna. 14. Ladiom &Associates, Abuja.

13.0. SAFETY POLICY

The management of SITECH is fully committed to establishing,

implementing and maintaining a management system, where all

hazards to health, safety and environment are identified and

controlled to ensure a minimum risk work environment.

In order to achieve the minimum risk to environment at all levels of

operations i.e., mobilization, through execution, demobilization

and site restoration, SITECH shall direct and control the activities

of its employees and contractors, to ensure that they participate in

implementing and maintaining the organization’s safety Policy and

objectives.

SITECH Core business is to undertake Geotechnical consultancy

services, from the initial investigation, through feasibility studies,

outline planning, production of detail designs and supervision and

commissioning.

Therefore, in undertaking these services, SITECH will comply

with relevant national and international HSE legislation in order to

achieve the minimum risk to environment at all levels of operation,

SITECH shall direct and control the activities of its employees and

contractors, to ensure that they participate in implementing and

maintaining the organizations HSE policy and objectives.

Contract HSE Plan

To ensure adequate safety of personnel and materials employed in

undertaking our services, the enumerated specific programmes are

normally adopted as follows;

Personnel are required to check any fault, and service relevant

equipment before mobilizing to site

All the staff are provided with functional vehicles to transport and

demobilize from site

At the stage of execution of work, setting out of the boring

locations, are carried out in order to ascertain any form of barrier

or poor access road to the drilling locations,

A workshop for minor repair works is also establish at the site to

ensure adequate maintenance of all equipment at the site with

experience Technician on site

All the personnel are equipped with adequate uniform, safety

helmets, hand gloves and shoes to protect the personnel from any

form of accident at the site.

For minor injuries or ailment, first aid box are normally provided

at the site for treatment, in case of any fatal accident the patient

will be transferred to the nearest hospital.

Supervisors are always at the hand to check and assess the safety

mechanism being applied on a daily basis

On completion of activities of work at the site all trial pits and

excavated areas are backfilled with soil-bentonite cement to seal

all excavated pits

Concrete surround are casted with PVC pipe installed in the

drilled holes to prevent damage to the holes.

14.0 STAFF AND CURRICULUM VITAE

The Curriculum Vitae of the following in the consultant Team are

included in this presentation:

EVIDENCE OF PROFESSIONAL QUALIFICATION OF KEY MEMBER OF

STAFF

NAME: Mudashiru Shittu

NATIONALITY: Nigerian

PROFESSION: Civil Engineering

PRESENT POSITION: Managing Partner

SPECIALIZATION: Materials Engineering, Foundation Analysis for

Dams, Buildings, Bridges and Highway

Pavements; Geotechnical investigation and

analysis.

QUALIFICATIONS: Member, Nigerian Society of Engineers,

(MNSE) Associate; American Society of Civil

Engineers, Fellow, Institute of Corporate

Executives of Nigeria, Council for the

Regulation of Engineering in Nigeria

(COREN).

EDUCATION: HND (Civil Engineering, Kaduna Polytechnic)

PGD (Civil Bayaro university, Kano).

SUMMARY: Engr M. Shittu has been involved in various

projects that cut across the various aspects of

construction, consultancy, manpower

development, feasibility studies and project

/programme appraisal. This has resulted in

tremendous experience as well as skills

development in the areas of Materials

evaluation, Geotechnical Engineering, highway

pavement design and construction as well as

management. He is currently the Chief

Executive of the firm. He has developed

appreciable computer application skills. Languages Speaking Reading Writing

English Excellent Excellent Excellent

Hausa Good Good Fair

Yoruba Excellent Excellent Excellent

WORKING EXPERIENCE:

1994 - Date: Sitech Engineering Limited Kaduna

Managing Partner / Executive Director

* Material Engineer for Roads, Dams, Retaining

Walls and allied Civil Engineering

infrastructures. This entails design of materials

sourcing techniques / procedures, strength

analysis, evaluation of material properties and

development of selection criteria.

* Application of optimization techniques in

materials selection and application.

* Development and presentation of solution on

materials evaluations in term of report and

findings.

* Geotechnical Engineering and investigation for

buildings, bridges, dams, embankments,

retaining walls and related earth structures. This

specifically entails selection of techniques and

approaches to Geotechnical investigation for

specific projects as well as design of solutions

to the envisaged Geotechnical characteristic

observed from the field work.

* Pavement evaluation and analysis of road

network distress parameters.

* Application of pavement structural modeling

and remaining life design as well as evaluation

of maintenance and rehabilitation strategies and

costs.

* Administration and Management

1992 - 1994: Kaduna Polytechnic: Senior Lecturer in the

department of Civil Engineering.

Courses taught include:

* Advance soil mechanics which entails

evaluation of basic soil engineering parameters,

flow net theory, bearing capacity analysis and

settlement estimation.

* Foundation design which is an overview of the

influence of soil parameters on foundation

behavior, analysis of envisaged foundation

loads and design of foundation structure to

provide adequate support.

1989 -1992: Sterling Construction Limited, Kaduna Soils/

Materials Engineer in charge of supervision and

construction of the Jebba - Bode Sadu Road,

Kwara State. This entailed monitoring of

Construction process to ensure compliance with

standard specification. This is as regards to the

materials used for construction.

1984 -1989: United construction company , Kaduna

Geotechnical /Material Engineer in charge of

the construction of the Ikara Intake tower Dam,

Kaduna State.

1981 - 1983 Roads Nigeria Limited, Kano

Design Engineer: Design of geometric elements

and pavement structures as well as supervision

of the construction of Lafia Obi - Keana Road,

Nassarawa State. Supervision of Township

Road Network, Jos.

NAME: Kalejaiye Olaide Fatahi NATIONALITY: Nigerian

PROFESSION: Geology

PRESENT POSITION: Geologist/Geotechnical Engineer

SPECIALIZATION: Minerals exploration/coring, Geophysical

Investigation/Survey for Dams and Buildings,

Geotechnical investigation and analysis.

EDUCATION: BSc. Geology (University of Ilorin, Nigeria)

MSc Applied Geophysics (Ahmadu Bello

University Zaria, Nigeria) SUMMARY: Mr Kalejaiye’s experience has been in the areas

of

deep soil investigation for buildings, bridges, Dams, etc.; Geophysical Investigation; Minerals exploration/coring.

Field and Final Report writing on geotechnical work. He has developed appreciable skills in the application of computer software such as, AutoCAD and Microsoft office suite for presentations of soil profiles, soil boring logs and graphics.

Languages Speaking Reading Writing


Hausa Fair Poor Poor


WORKING EXPERIENCE:

2008 - Date: Sitech Engineering Limited Kaduna Designation: Geologist/Geotechnical Engineer * Evaluation of field data for deep soil investigation for

bridges, dams and buildings * Analysis of variability of field values of bearing

capacities and values calculated from laboratory results

* Recommendation for foundation types for structures based on evaluated bearing capacities.

* Project management and presentation of feasibility studies.

2007 - 2008 Codix Pharma Ltd, Lagos: Designation: Sales Rep. for Northern region

* Marketing and distribution of Finetest Glucometer, covering all hospitals, Clinics and Pharmaceutical outlets in the northern Nigeria, Abuja inclusive.

* Organization of clinical meetings in the Teaching and General hospitals in northern Nigeria.

* Representing Codix pharma Ltd in any business deal around northern Nigeria.

2003 – 2007 Konsarch Konsortium Ltd. Kaduna Designation: Site Supervisor

2001 Lower Niger River Basin & Rural Dev. Authority, Ilorin, Kwara State

Designation: ITF Student * Borehole drilling & development.

* Installation of hand & submersible pumps

* Geophysical survey

FIELD EXPERIENCE:

* Geological mapping of Anambra basin, comprising of Mamu Formation, Enugu State, Nkporo Shale and Ajali Sandstones.

* Complete geological mapping of Bida/Nupe Formation, delineating the basement complex and sedimentary environment contact (point).

* Complete geological mapping of Bida/Nupe Formation, delineating the basement complex and sedimentary environment contact (point).

* Geological mapping of South-eastern part of Kwara State, Nigeria

* Seismic Tomography and Resistivity Imaging of Ahmadu Bello University, Zaria- Main Campus and a Kimberlite site in Kafur, Katsina State.

PROFESSIONAL MEMBERSHIP:

* Associate Member, Society of Exploration Geophysicist (SEG)

* Member, Nigeria Association of Petroleum

Exploration (NAPE)

* Corporate Member, Nigeria Mining and Geosciences Society (NMGS)

* Member, Council of Nigeria Mining Engineers & Geoscientists (COMEG)

NAME: Abdulfatah Abubakar



PRESENT POSITION: Civil/Geotechnics Engineer

SPECIALIZATION: Materials Engineering, Foundation Analysis for

Dams, Buildings, Bridges and Highway

Pavements; Geotechnical investigation and

analysis.

EDUCATION: HND (Civil Engineering, Kaduna Polytechnic)

SUMMARY: Mr Abdulfatah’s experience has been in the

areas

Of Civil Engineering Construction and Civil /Geotechnical Engineering Consultancy. He has developed appreciable skills in the application of computer

software

such as, AutoCAD, SCALE for the Analysis, Design and Drafting of

Some Civil Engineering Structures. And Micro soft office suite for presentations of soil profiles, pavement conditions, soil boring logs and graphics.



Hausa Excellent Good Good

Yoruba Excellent Good Good

WORKING EXPERIENCE:

2001 - Date: Sitech Engineering Limited Kaduna Civil/Geotechnichs Engineer

Analysis of Geotechnical parameters of materials along alignment of proposed roads.

* Evaluation of the engineering parameters of soils on road alignment for materials selection and recommendations.

* Analysis of materials proposed for respective layers of a pavement structure in accordance with standard specifications.

* Design of Vertical and Horizontal alignment of a road. * Evaluation of field data for deep soil investigation for

bridges, dams and buildings * Analysis of variability of field values of bearing

capacities and values calculated from laboratory results

* Recommendation for foundation types for structures based on evaluated bearing capacities, field condition cost and other relevant variables.

* Project management and presentation of feasibility studies.

1998 -2000 China Geo engineering Company (CGC): Designation: AutoCAD Engineer/Assistant to the Chief Engineer

* Supervision of Dam Construction Works * Design and detailing of dam embankment, retaining

walls, bridge abutment & piers, Intake structure, access road and other dam structures by computer aided design.

* Preparation of bar bending schedule * Production of general working drawings.

NAME: Daramola Ayotope Olanrewaju



POSITION: Design Engineer

SPECIALIZATION: Dams, Bridges, Earth works and

Hydraulic Structures

QUALIFICATION: Member Nigerian Society of

Engineers(MNSE)

Registered Engineer, Council for the of

Regulation of Engineering in Nigerian

(COREN) R.23,999. OBJECTIVE: To work in environment that offers

challenges, varieties, and opportunities. To utilize my strong and practical intellectual abilities in managing the operations of an organization.

PERSONAL QUALITIES Hardworking and possess effective

communication, strong analytical and interpersonal skills. I am also purpose driven having an unwavering eagerness to learn, couple with a pleasant personality such that augments teamwork.

EDUCATION AND QUALIFICATIONS:

2007, University of Ilorin, Ilorin, Kwara State

B.Eng., Civil Engineering (Second Class Honors)

2001, Aggy Computer Training Institute (Affiliated

to O.A.U. Ile – Ife) Ilorin Kwara State Diploma in Data Processing (Upper Credit)

2000, Federal Government College, Ilorin, Kwara State

Senior School Certificate Examination (SSCE) 1994, Trinity Nursery and Primary School, Ilorin

Kwara State First School Leaving Certificate



Hausa Fair Poor Poor


WORKING EXPERIENCE: February 2009 – Date Sitech Engineering Ltd, Kaduna.

(Consulting Civil and Geotechnical Engineers)

Civil Engineer. .

April 2008- February 2009 Sitech Engineering Ltd, Kaduna. (Consulting Civil and Geotechnical Engineers)

Pupil Engineer. (NYSC) * Compilation Final Geotechnical/Foundation

Recommendation Report for various Works * Supervision of soil laboratory test work * Preparation of detailed Summary of laboratory test

results * Plotting of laboratory test graphs using Microsoft

Excel and AutoCAD soft ware * Preparation of coring /boring logs using Microsoft

Excel and AutoCAD soft ware Sept. 2006-Nov. 2006 Bayomi & Associates, Km 5 Ajase-Ipo Road,

Ilorin, Kwara State Industrial Training

* Reinforced concrete design of structural members (beams, slab, box culvert, etc.)

* Preparation of working Drawings * Detailing of structural members November 2005-May 2006

Sitech Engineering Ltd, Kaduna. (Consulting Civil and Geotechnical Engineers) Industrial Training

* Carrying out of laboratory soil tests using BS1377 Standard

* Supervision at standard penetration test for dams bridges and structures and labeling of soil samples

* Field classification and description of soil samples * Supervision of Route soil and material survey for new

and existing roads, location and logging of trial and borrow pits

* Plotting of soil test graph using Microsoft Excel and AutoCAD softwares.

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