Quantity Survey  ·  Level 6
Engineering Survey II
Chapter 1: Conduct tacheometry works
📚 6 Topics
⚑ What you will be able to do

By the end of this chapter, you will be able to:

  • Correctly assemble all the surveying linear measurement tools and equipment needed for your tasks.
  • Apply the key principles of surveying linear measurements by following the correct procedures step-by-step.
  • Accurately record and document linear measurements to meet professional standards.

Mastering these skills will help you perform precise and reliable tacheometry surveys, which are essential for successful engineering projects.

Conducting tacheometry works is an essential skill for quantity surveyors involved in engineering projects across Kenya. Accurate distance and elevation measurements are critical for preparing bills of quantities, cost estimates, and ensuring precise construction layouts. This chapter focuses on the selection of appropriate tacheometry tools and equipment, which directly influences the reliability of survey data and the efficiency of site operations.

1.1 Selection of Tacheometry Tools and Equipment

Choosing the correct tools for tacheometry depends on the nature of the project, site conditions, accuracy requirements, and available resources. Quantity surveyors must understand the specifications, operational principles, and maintenance needs of each instrument to optimize their use on diverse projects such as county government road works, hospital expansions, or commercial building developments.

1.1.1 Theodolite

The theodolite remains a fundamental instrument in tacheometric surveys due to its precision in measuring horizontal and vertical angles. Quantity surveyors rely on theodolites to establish accurate control points and alignments critical for quantity take-offs and layout.

Types of Theodolites Used in Quantity Surveying

  • Transit Theodolite: This traditional optical instrument allows full-circle measurement of horizontal and vertical angles. It is highly valued in projects requiring manual angle readings, such as small-scale building surveys.
  • Digital Theodolite: Incorporates electronic angle measurement and digital display, improving reading accuracy and reducing human error. It is suitable for medium-scale infrastructure projects like school expansions.
  • Electronic Theodolite: Often integrated with distance measurement capabilities, electronic theodolites facilitate combined angle and distance data collection, enhancing efficiency in complex site layouts.
  • Microprocessor Theodolite: Features onboard data processing and storage, enabling direct transfer of measurements to computers for quantity analysis in large commercial developments.
  • Robotic Theodolite: Allows remote operation and automated target tracking, beneficial in extensive sites such as county government road construction projects where single-operator functionality saves time and labor costs.

Specifications Critical for Quantity Surveying

Name Specification Use
Minimum reading 5 seconds to 20 seconds of arc Determines angular resolution and precision
Telescope 30x to 40x magnification Enables clear sighting of distant targets
Weight 5 to 7 kg Affects portability on rugged terrain
Leveling base Circular and tubular levels Ensures instrument stability and accuracy
Rotation 360 degrees in horizontal and vertical planes Allows full angular measurement range
  • The minimum reading influences the accuracy of angle measurements critical for precise site layout.
  • Telescope magnification helps identify distant survey markers clearly, especially on large sites.
  • Weight affects ease of transport between site locations, important in rough terrains.
  • Leveling devices maintain instrument stability, ensuring reliable readings.
  • Full rotation capability allows comprehensive angular data collection for control networks.

Proper Handling and Maintenance

  • Always carry the theodolite in its protective case to prevent damage during transport.
  • Level the instrument carefully before each measurement to avoid angular errors.
  • Clean the lenses with a soft cloth to maintain optical clarity.
  • Periodically calibrate the instrument to ensure measurement accuracy.
  • Store in a dry environment to prevent rust and electronic malfunction.

1.1.2 Levelling Staff

The levelling staff is a graduated rod used in conjunction with leveling instruments to measure vertical distances or differences in elevation. In quantity surveying, it is vital for determining site contours and establishing benchmark elevations for earthworks and foundation design.

Types of Levelling Staff

  • Wooden Levelling Staff: Traditional and relatively inexpensive, suitable for general site use but prone to warping under humid conditions.
  • Aluminium Levelling Staff: Lightweight and durable, preferred in Kenya’s diverse climatic zones for its resistance to corrosion.
  • Telescopic Levelling Staff: Collapsible for easy transport, ideal for surveyors working across multiple sites.
  • Invar Levelling Staff: Made from low-expansion alloy, used in high-precision surveys where thermal expansion could affect measurements.
  • Fiberglass Levelling Staff: Combines durability with lightweight features, increasingly popular in fieldwork requiring rugged equipment.

Specifications for Effective Use

Name Specification Use
Length 2 m to 5 m Covers typical height differences encountered
Graduations Metric scale, typically mm/cm Enables precise reading of elevation differences
Material Wood, aluminium, fiberglass, invar Determines durability and accuracy
Sections Single or multi-section telescopic Facilitates portability and extended reach
Weight 0.5 to 3 kg Influences ease of handling on site
  • Length must accommodate the expected height differences on site.
  • Graduations allow readings to the nearest millimeter or centimeter, essential for accurate levelling.
  • Material choice balances durability against cost and environmental resistance.
  • Telescopic sections enable compact storage and extended reach.
  • Lightweight staffs reduce operator fatigue during extended surveys.

Usage Best Practices

  • Always ensure the staff is held vertically and firmly on the point of measurement to avoid parallax errors.
  • Use a bubble level on the staff when available to verify vertical alignment.
  • Clean the graduations regularly for clear visibility.
  • Avoid exposure to direct sunlight for prolonged periods to prevent warping.
  • Inspect for dents or bends before use as these affect measurement accuracy.

1.1.3 Total Station

Total stations integrate electronic theodolites with electronic distance measurement (EDM) technology, providing rapid and precise angle and distance data. For quantity surveyors, total stations streamline data collection, reduce human error, and facilitate digital data transfer for cost estimation and quantity calculations.

Components and Features

  • Electronic Theodolite: Measures precise horizontal and vertical angles.
  • EDM Unit: Determines slope or horizontal distances using infrared or laser signals.
  • Microprocessor: Processes measurements, performs calculations, and stores data.
  • Data Storage and Communication: Allows transfer of survey data to computers or cloud platforms.
  • Automatic Target Recognition: Enables remote operation and reduces survey time.

Specifications Relevant to Quantity Surveying

Name Specification Use
Measurement Range Up to 5,000 m (reflectorless) Facilitates surveys over large construction sites
Angular Accuracy 1 to 5 seconds of arc Ensures precise positioning of control points
Distance Accuracy ± (2 mm + 2 ppm) Critical for reliable quantity estimation
Data Storage Up to 100,000 points Supports comprehensive site data collection
Battery Life 8 to 12 hours Allows full day of fieldwork without recharge
  • Long measurement range enables efficient surveying of extensive sites such as county government infrastructure projects.
  • High angular and distance accuracy ensures data suitable for detailed quantity take-offs.
  • Large data storage capacity minimizes downtime and manual recording errors.
  • Extended battery life supports continuous site operations.

Operational Considerations and Care

  • Calibrate the instrument regularly to maintain accuracy.
  • Protect the total station from dust and moisture by using covers and storing in dry cases.
  • Use tripods with stable bases to minimize vibration during measurements.
  • Ensure proper prism alignment when using reflector methods.
  • Update firmware and software to benefit from technological improvements.

1.1.4 Cutting Tools

Cutting tools are essential for preparing and installing survey markers such as wooden pegs or metal stakes. Quantity surveyors use these tools to mark control points and boundaries clearly on construction sites.

Types of Cutting Tools for Survey Marking

  • Hand Saws: Used to cut wooden stakes to the required length.
  • Chisels: Employed to shape and sharpen wooden pegs for easier insertion.
  • Bolt Cutters: Suitable for cutting metal wires or stakes used in boundary demarcation.
  • Utility Knives: Helpful for trimming tapes or adjusting marker tags.
  • Hacksaws: Used for cutting metal rods or pipes used as permanent markers.

Specifications for Effective Use

Name Specification Use
Blade Length 150 mm to 300 mm Determines cutting capacity and leverage
Handle Material Wood, plastic, or rubber Affects grip comfort and durability
Blade Type Fine-toothed or coarse Influences cutting speed and finish quality
Weight 0.5 to 1.5 kg Impacts handling ease during extended use
Safety Features Blade guards, ergonomic handles Enhances operator safety
  • Blade length affects the size and type of materials that can be cut efficiently.
  • Comfortable handles reduce hand fatigue during repetitive tasks.
  • Fine-toothed blades are preferred for smooth finishes on wooden stakes.
  • Weight balance improves control and precision.
  • Safety features prevent accidents on busy construction sites.

Maintenance and Safety

  • Keep blades sharp to ensure clean cuts and reduce effort.
  • Store cutting tools in dry places to prevent rusting.
  • Inspect handles regularly for cracks or loosening.
  • Use protective gloves and eye protection during cutting.
  • Clean tools after use to remove sap, dirt, or metal shavings.

1.1.5 Driving Tools

Driving tools are used to insert survey markers such as pegs or rods firmly into the ground. Proper selection and use of these tools ensure that markers remain stable and visible throughout the project duration.

Types of Driving Tools

  • Sledgehammer: Provides heavy force for driving large stakes into hard soil or rocky ground.
  • Mallet: A lighter hammer with a wooden or rubber head, suitable for softer ground and delicate stakes.
  • Hand Hammer: Used for small stakes or metal nails during fine adjustments.
  • Post Driver: A specialized tool that slides over stakes for rapid and controlled driving.
  • Crowbar: Assists in adjusting or removing stakes without damaging them.

Specifications and Selection Criteria

Name Specification Use
Weight 2 kg to 8 kg Heavier tools deliver more driving force
Handle Length 30 cm to 90 cm Longer handles provide leverage but reduce control
Head Material Steel, rubber, or wood Affects impact hardness and surface protection
Grip Type Rubber or wood Enhances user comfort and reduces slippage
Balance Well-balanced for control Minimizes operator fatigue and improves accuracy
  • Weight influences the amount of force delivered with each strike.
  • Handle length must balance leverage and precision.
  • Head material determines durability and impact absorption.
  • Comfortable grips reduce the risk of blisters and improve safety.
  • Proper balance ensures efficient use and reduces the chance of injury.

Usage Techniques and Care

  • Always wear protective gloves and safety boots when driving stakes.
  • Position the stake vertically before striking to avoid bending or misalignment.
  • Use controlled, steady blows rather than excessive force to prevent damage.
  • Inspect driving tools regularly for cracks or loose parts.
  • Clean and oil metal parts to prevent rust and maintain tool longevity.

Practice Questions

  1. Explain the factors that influence the selection of a theodolite for tacheometric surveys in quantity surveying projects. (10 marks)
  2. Describe the differences between various types of levelling staffs and their suitability for different surveying conditions. (10 marks)
  3. Discuss the advantages of using a total station over traditional theodolites and levelling staffs in modern quantity surveying. (10 marks)
  4. Identify and explain the key specifications that must be considered when selecting cutting tools for survey marker preparation. (10 marks)
  5. Outline the types of driving tools used in survey marker installation and the criteria for their selection. (10 marks)
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🔒1.2 Calibration of Tools

Calibration of surveying instruments is a fundamental task that ensures accuracy and reliability in measurements, which is critical for quantity surveyors working on engineering projects in Kenya. Precision in tacheometry directly influences cost estimation, m…

🔒1.3 Determination of Horizontal Distances

Precise determination of horizontal distances is a cornerstone of quantity surveying, influencing the accuracy of area calculations, volume estimations, and layout design. In Kenyan construction projects, such as county roads or commercial buildings, understan…

🔒1.4 Determination of vertical distances

Determining vertical distances is fundamental in quantity surveying, especially when preparing accurate bills of quantities and estimating earthworks on construction sites. For Kenyan quantity surveyors engaged in projects such as road construction or building…

🔒1.5 Data collection

Accurate data collection is the backbone of effective quantity surveying, especially when employing tacheometry for site measurements. In Kenya, quantity surveyors involved in urban housing projects or county infrastructure developments rely on systematic data…

🔒1.6 Data documentation

In quantity surveying tacheometry works, data documentation is a critical phase where recorded measurements and observations are systematically organized, verified, and preserved for subsequent analysis and decision-making. Accurate documentation ensures the r…

Chapter Summary

This chapter covered the essential aspects of conducting tacheometry works, beginning with the careful selection of appropriate tools and equipment such as the theodolite, levelling staff, total station, cutting tools, and driving tools. Emphasis was placed on the importance of calibrating these instruments to ensure accuracy in measurements. Methods for determining horizontal distances through tacheometric techniques were explored, followed by approaches to accurately establish vertical distances. The chapter also detailed procedures for systematic data collection during survey operations to maintain precision and reliability. Finally, it highlighted the critical need for thorough data documentation, ensuring that all measurements and observations are properly recorded for future reference and analysis. Together, these components provide a comprehensive framework for effective tacheometry in engineering surveys.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Which of the following instruments is primarily used to measure horizontal and vertical angles in tacheometry? (2 marks)
    a) Levelling staff
    b) Theodolite
    c) Total station
    d) Cutting tools

  2. Explain the role of the levelling staff in conducting tacheometric surveys. (3 marks)

🔒20 more in this section.

Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Describe the key features of a theodolite that make it suitable for tacheometry works in quantity surveying. (4 marks)
  2. Explain how a levelling staff is used in determining vertical distances on a construction site. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Selection and Preparation of Tacheometry Tools for Field Survey

Quantity Survey · Level 6
Engineering Survey II
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Select and prepare the tacheometry tools including the tacheometer, tripod, and necessary cutting and driving tools for field use according to standard procedures.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Safety Helmet
Safety Boots
Reflective Safety Jacket
Tacheometer (Wye- or Tribrach-mounted)
Tripod for Tacheometer
Measuring Tape 30m
Plumb Bob
Cutting Pliers
Hammer 1.5kg
Chisel 20mm
Screwdriver (Flathead)
Cleaning Cloth
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Safety Helmet1 Pc per Candidate
2Safety Boots1 Pair per Candidate
3Reflective Safety Jacket1 Pc per Candidate
4Tacheometer (Wye- or Tribrach-mounted)1 Pc per Candidate
5Tripod for Tacheometer1 Pc per Candidate
6Measuring Tape 30m1 Pc per Candidate
7Plumb Bob1 Pc per Candidate
8Cutting Pliers1 Pc per Candidate
9Hammer 1.5kg1 Pc per 4 Candidates
10Chisel 20mm1 Pc per Candidate
11Screwdriver (Flathead)1 Pc per Candidate
12Cleaning Cloth1 Pc per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Selection and Preparation of Tacheometry Tools
Identified and donned appropriate PPE (Helmet, Safety boots, Reflective jacket)
(Award 1 mark each for correctly worn PPE items)
3
Selected the correct tacheometer and tripod suitable for field use
(Award 1 mark each for correct identification of tacheometer, tripod, and measuring tape)
3
Checked and prepared the cutting tools (pliers, chisel) for use by cleaning and sharpening if necessary
(Award 1 mark each for inspection, cleaning, and sharpening/preparation)
3
Prepared driving tools (hammer, screwdriver) ensuring they are functional and safe for use
(Award 1 mark each for checking hammer and screwdriver conditions)
2
Assembled the tripod correctly and ensured stability for setting up the tacheometer
(Award 1 mark for correct tripod assembly, 1 mark for leg adjustment, 1 mark for stability check)
3
Checked the tacheometer for plumbness and optical cleanliness before field deployment
(Award 1 mark for plumbness check, 1 mark for cleaning lenses, 1 mark for securing instrument)
3
Safely packed and organized all tools and equipment ready for transport to the field
(Award 2 marks for proper packing and organization)
2
Sub-Total19
PRODUCT CHECKLIST
All tacheometry tools and equipment are selected correctly and prepared according to field standards
(Award 2 marks each for correct selection, preparation, assembly, safety, and organization)
10
Sub-Total10
GRAND TOTAL29
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Setting up and using a theodolite for tacheometric horizontal distance measurement

Quantity Survey · Level 6
Engineering Survey II
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Set up a theodolite and measure horizontal angles and calculate horizontal distances between three survey points spaced approximately 30m apart as per the provided site layout.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Theodolite with tripodReflective safety vest
Measuring tape (5m)Safety helmet
Plumb bobSafety boots
Field notebook and pencil
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Theodolite with tripod1 Pc per Candidate
2Measuring tape (5m)1 Pc per Candidate
3Plumb bob1 Pc per Candidate
4Field notebook and pencil1 Set per Candidate
5Reflective safety vest1 Pc per Candidate
6Safety helmet1 Pc per Candidate
7Safety boots1 Pair per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: SETTING UP THE THEODOLITE
Wore appropriate PPE: safety helmet, reflective vest, safety boots
(Award 1 mark each for helmet, vest, boots)
3
Prepared and cleared the site area for instrument set up
(Award 1 mark for correct site clearance)
1
Assembled the theodolite on the tripod correctly and ensured tripod stability
(Award 2 marks for correct assembly and stability)
2
Leveled the theodolite using foot screws and spirit level
(Award 3 marks for proper leveling)
3
Plumbed the instrument using plumb bob accurately over the station mark
(Award 2 marks for accurate plumbness)
2
Focused the telescope and set the cross hairs clearly on the target point
(Award 2 marks for clear focusing and cross hairs setting)
2
Sub-Total13
TASK 2: MEASUREMENT AND CALCULATION
Measured horizontal angles between the three points using the theodolite
(Award 1 mark each for three correct horizontal angle readings and 1 mark for instrument handling)
4
Measured staff intercepts or stadia readings correctly for tacheometric distance determination
(Award 2 marks each for two correct staff intercept readings)
4
Recorded all measurements accurately in the field notebook
(Award 3 marks for complete and accurate recording)
3
Calculated horizontal distances between points using tacheometric formula correctly
(Award 5 marks for correct calculations and final distances)
5
Sub-Total16
TASK 3: DISMANTLING AND CLEANING
Dismantled the theodolite and tripod carefully following correct procedure
(Award 2 marks for correct dismantling)
2
Cleaned and stored the theodolite, tripod, and accessories properly
(Award 2 marks for proper cleaning and storage)
2
Cleared and cleaned the working area after completion
(Award 1 mark for cleaning the site)
1
Sub-Total5
PRODUCT CHECKLIST
Horizontal distances measured and calculated correspond to approx. 30m ± 0.5m between points
(Award 6 marks for measurements within tolerance)
6
Horizontal angles measured correctly with an accuracy of ±1 minute
(Award 4 marks for correct angle measurements)
4
Field notebook records complete, neat, and accurate with all readings and calculations
(Award 5 marks for complete and accurate documentation)
5
Sub-Total15
GRAND TOTAL49
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Measurement of Vertical Distances Using Levelling StaffPractical 3
🔒Operating Total Station for Distance and Angle MeasurementPractical 4
🔒Calibration of Theodolite and Total Station for Accurate TacheometryPractical 5
🔒Data Collection Using Tacheometry EquipmentPractical 6
🔒Documentation of Tacheometry Survey DataPractical 7
🔒Field Measurement of Horizontal and Vertical Distances Using Theodolite and Levelling StaffPractical 8
🔒Preparation and maintenance of cutting and driving tools for tacheometry worksPractical 9
🔒Setting Out Survey Points Using Total StationPractical 10
🔒Verification and adjustment of theodolite and total station accuracyPractical 11
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Am I competent?

At the start of this chapter we promised you would be able to:

  • Correctly assemble all the surveying linear measurement tools and equipment needed for your tasks.
  • Apply the key principles of surveying linear measurements by following the correct procedures step-by-step.
  • Accurately record and document linear measurements to meet professional standards.

Tick each one you can genuinely do.

So, are you there yet?

You're competent when you can confidently do 50% or more of what this chapter promised.

Sign in to record how you're doing.