Surveying levelling is a fundamental skill for quantity surveyors engaged in construction and infrastructure projects across Kenya. Accurate levelling ensures that measurements of height differences are precise, which directly affects cost estimation, material quantities, and structural integrity. This chapter introduces the essential preparatory phase of reconnaissance and then explores the core principles governing surveying levelling, providing a solid foundation for practical application in the field.
2.1 Reconnaissance
Reconnaissance is the initial survey phase that lays the groundwork for detailed levelling activities. For quantity surveyors working on projects such as road construction, building foundations, or land subdivision in Kenya, thorough reconnaissance identifies potential challenges and informs the choice of equipment and methods. This step minimizes errors and optimizes resource allocation during the levelling process.
2.1.1 Purpose and Importance of Reconnaissance
Reconnaissance serves several critical functions that ensure the success of subsequent surveying tasks.
Purpose of Reconnaissance
- Assessment of Terrain Conditions: It allows surveyors to understand the topography, soil type, and vegetation cover, which affect instrument setup and measurement accuracy.
- Identification of Suitable Benchmarks: Locating stable reference points is essential for establishing reliable height measurements.
- Planning Survey Routes: It helps determine the most efficient paths for survey lines, reducing time and resource wastage.
- Detection of Potential Obstacles: Recognizing features such as water bodies, dense vegetation, or built structures guides the selection of appropriate equipment and techniques.
- Evaluation of Accessibility: Ensuring that survey points are reachable and safe for personnel to work without undue risk or delays.
Importance of Reconnaissance
- Improves Accuracy: By preemptively addressing site-specific challenges, it reduces errors caused by unforeseen conditions.
- Enhances Safety: Identifying hazards such as unstable ground or wildlife presence protects survey teams.
- Optimizes Resource Use: Proper planning reduces the need for repeated visits and equipment adjustments.
- Facilitates Coordination: Early site familiarization improves communication with other professionals like engineers and project managers.
- Supports Cost Control: Efficient reconnaissance limits unexpected costs arising from delays or equipment damage.
2.1.2 Methods of Conducting Reconnaissance
Reconnaissance combines direct observation, preliminary measurements, and consultation with stakeholders to gather relevant information.
- Visual Inspection: Surveyors physically inspect the site to note terrain features, vegetation, and existing infrastructure.
- Preliminary Levelling: Quick approximate height measurements establish initial benchmarks and identify elevation trends.
- Map and Aerial Photo Review: Existing cartographic materials and drone imagery help identify large-scale site characteristics.
- Stakeholder Interviews: Discussions with landowners, local authorities, and engineers provide insights on site history and constraints.
- Use of GPS Devices: Handheld GPS units assist in marking key points and assessing accessibility.
2.1.3 Equipment Required for Reconnaissance
Reconnaissance requires portable and versatile tools to facilitate efficient site assessment.
| Name |
Specification |
Use |
| Handheld GPS |
Accuracy ±3m, portable, rugged |
Locating and marking survey points |
| Digital Camera |
High resolution, weather-resistant |
Documenting site conditions |
| Field Notebook |
Durable, water-resistant pages |
Recording observations and measurements |
| Measuring Tape |
30m length, fiberglass or steel |
Measuring short distances and obstacles |
| Compass |
Magnetic, liquid-filled |
Determining directions and bearings |
- The handheld GPS allows surveyors to quickly mark control points and verify coordinates.
- Digital cameras capture visual records, aiding later planning and reporting.
- Field notebooks ensure all relevant observations are systematically logged.
- Measuring tapes assist in verifying distances that affect line-of-sight for levelling instruments.
- Compasses help orient survey lines along planned directions.
2.1.4 Challenges and Mitigation during Reconnaissance
Reconnaissance activities often encounter practical challenges that can affect survey quality if not managed properly.
Common Challenges
- Dense Vegetation: Thick bushes or trees obstruct line-of-sight and movement.
- Unstable Terrain: Slopes, loose soil, or swampy areas complicate access and instrument setup.
- Weather Conditions: Rain, wind, or extreme heat can delay work and affect equipment performance.
- Limited Accessibility: Private land or restricted zones may require permissions or alternate routes.
- Inaccurate Existing Data: Outdated maps or benchmarks cause confusion and errors.
Mitigation Strategies
- Use of Clearing Tools: Machetes or pruners help create sight lines and paths where vegetation is dense.
- Selection of Stable Points: Survey teams prioritize firm ground for instrument placement to maintain accuracy.
- Scheduling Flexibility: Timing reconnaissance during favorable weather periods reduces disruptions.
- Engagement with Authorities: Early communication with landowners and local leaders facilitates access.
- Cross-Verification: Combining multiple data sources and field checks helps confirm reliability.
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Create a free account 🔒2.3 Surveying Levelling Principles
Levelling is the process of determining height differences between points on the earth's surface, fundamental for establishing vertical control in construction projects. Kenyan quantity surveyors rely on accurate levelling to ensure correct earthworks, foundat…
🔒2.4 Levelling measurements
Levelling measurements are fundamental to quantity surveying in Kenya as they determine the relative heights of points on a construction site or land parcel. Accurate levelling ensures correct estimation of earthworks, foundation depths, and structural alignme…
🔒2.5 Site clearance is carried out on site conditions
Site clearance is a critical preliminary activity in quantity surveying, particularly in Kenya's diverse terrain where construction sites vary widely. Proper site clearance ensures accurate surveying, safe access, and preparation for subsequent construction ph…
🔒2.6 Determination of Reduced Level on Nature of the Ground
In quantity surveying practice, the accurate determination of reduced levels (RLs) is essential for cost estimation, earthworks calculation, and project planning. Kenya’s diverse terrain, from the gentle slopes of the Rift Valley to rocky outcrops in the Aberd…
🔒2.7 Contours plotting
Contours plotting is a fundamental surveying technique used by quantity surveyors to represent the three-dimensional shape of the terrain on two-dimensional maps. This process is essential in Kenya for planning construction projects, such as roads, residential…
🔒2.8 Longitudinal profiles based on reduced levels
Longitudinal profiles are essential tools for quantity surveyors to represent the vertical alignment of a linear feature such as a road, pipeline, or railway along its length. In Kenya, where infrastructure development is rapidly expanding, accurate longitudin…
🔒2.9 Mass Haul Diagrams
Mass haul diagrams are essential analytical tools in earthworks and civil engineering projects, particularly relevant for quantity surveyors managing large-scale construction works. In the Kenyan context, where infrastructure development such as roads, railway…
Chapter Summary
This chapter begins with reconnaissance, emphasizing the importance of initial site inspection to plan effective levelling operations. It then introduces key levelling instruments including the automatic level, dumpy level, and levelling staff, detailing their roles in accurate height measurement. The fundamental principles of surveying levelling are explored, providing the theoretical basis for precise elevation determination. Levelling measurements are examined with a focus on both horizontal and vertical assessments necessary for site evaluation. Site clearance considerations are discussed extensively, highlighting how different ground conditions such as bushy, plain, forest, shrubs, structures, and marshy areas influence preparatory work. The chapter moves on to methods for determining reduced levels according to the nature of the ground, including sloped, flat, and rocky terrains. Techniques for contour plotting are presented to illustrate terrain shape and elevation changes. Finally, the creation of longitudinal profiles from reduced levels and the use of mass haul diagrams for earthwork planning conclude the comprehensive overview of surveying levelling procedures.
Self-Assessment
🔒 PDFDownload this self-assessment, with answers
A. Written Assessment
- What is the primary purpose of reconnaissance in surveying levelling? (2 marks)
- Identify two key differences between an automatic level and a dumpy level. (3 marks)
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Chapter Examination Questions
🔒 PDFDownload these examination questions, with worked answers
SECTION A (40 Marks) - Answer ALL Questions
- Explain the purpose of reconnaissance in conducting surveying levelling on a construction site such as a new SACCO office in Kisumu. (4 marks)
- Distinguish between an automatic level and a dumpy level in terms of their use and accuracy in quantity surveying projects. (4 marks)
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Chapter Practical Activities
Practical 1: Conduct site reconnaissance and clearance for levelling operations
Quantity Survey · Level 6
Engineering Survey I
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)
Type: Individual
INSTRUCTIONS TO CANDIDATE:
1. You are required to perform the following task:
i. Conduct site reconnaissance and clear a 20m by 20m site area containing bushy, plain, forest, shrubs, marshy and structural features for levelling operations.
2. You have been provided with the following resources for the practical task:
| Tools & Equipment | Materials |
|---|
| Helmet | |
| Safety boots | |
| Reflective jacket | |
| Cutlass | |
| Surveying tape 30m | |
| Levelling staff | |
| Dumpy level | |
| Tripod | |
| Surveying notebook and pencil | |
⬇ PDFResources Required (Cutting List)
| S/N | Item | Quantity |
|---|
| 1 | Helmet | 1 Pc per Candidate |
| 2 | Safety boots | 1 Pair per Candidate |
| 3 | Reflective jacket | 1 Pc per Candidate |
| 4 | Cutlass | 1 Pc per Candidate |
| 5 | Surveying tape 30m | 1 Pc per Candidate |
| 6 | Levelling staff | 1 Pc per Candidate |
| 7 | Dumpy level | 1 Pc per Candidate |
| 8 | Tripod | 1 Pc per Candidate |
| 9 | Surveying notebook and pencil | 1 Set per Candidate |
⬇ PDFAssessor Guide
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|
| TASK 1: Site reconnaissance and clearance |
Used appropriate PPE: helmet, safety boots, reflective jacket (Award 1 mark each for correct PPE used) | 3 | | |
Physically inspected and identified site conditions: bushy, plain, forest, shrubs, structures, marshy (Award 1 mark each for correctly identifying site conditions) | 3 | | |
Cleared vegetation and obstacles appropriately using cutlass for levelling operations (Award 4 marks for thorough and safe clearance of all site conditions) | 4 | | |
Measured and marked out the 20m by 20m site area accurately using surveying tape (Award 2 marks for correct measurement and marking) | 2 | | |
Recorded observations and site conditions clearly in the surveying notebook (Award 2 marks for accurate and complete record keeping) | 2 | | |
| Sub-Total | 14 | | |
| PRODUCT CHECKLIST |
Site area cleared to 20m x 20m with all vegetation and obstacles removed adequately (Award 5 marks for correct site clearance to specified dimensions and conditions) | 5 | | |
| Sub-Total | 5 | | |
| GRAND TOTAL | 19 | | |
ASSESSMENT OUTCOME: ☐ Competent ☐ Not Yet Competent (competent if at least 50%)
Practical 2: Set up and use automatic level for levelling measurements
Quantity Survey · Level 6
Engineering Survey I
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 an automatic level and levelling staff to take horizontal and vertical measurements on site and record the staff readings accurately as per the levelling sheet provided.
2. You have been provided with the following resources for the practical task:
| Tools & Equipment | Materials |
|---|
| Automatic level instrument | Levelling record book |
| Levelling staff | Pencil |
| Tripod stand | |
| Measuring tape | |
| Plumb bob | |
⬇ PDFResources Required (Cutting List)
| S/N | Item | Quantity |
|---|
| 1 | Automatic level instrument | 1 Pc per Candidate |
| 2 | Levelling staff (3 m graduated) | 1 Pc per Candidate |
| 3 | Tripod stand for automatic level | 1 Pc per Candidate |
| 4 | Levelling record book and pencil | 1 set per Candidate |
| 5 | Measuring tape 30 m | 1 Pc per Candidate |
| 6 | Plumb bob | 1 Pc per Candidate |
⬇ PDFAssessor Guide
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|
| TASK 1: Setting up and levelling with automatic level |
Used appropriate PPE: helmet, safety boots, reflective jacket (Award 1 mark for each correct PPE worn) | 3 | | |
Prepared and cleared site location for instrument setup (Award 1 mark for correct site clearance) | 1 | | |
Identified levelling tools: automatic level, levelling staff, tripod (Award 1 mark each for correct identification of tools) | 3 | | |
Identified and established datum point correctly (Award 1 mark for correct datum identification) | 1 | | |
Set up automatic level correctly: tripod positioning, instrument plumbness, leveling screws adjustment, clear line of sight (Award 1 mark each for correct tripod setup, plumbness, and level adjustment) | 3 | | |
Held levelling staff vertically and positioned it correctly for readings (Award 2 marks for correct verticality and positioning) | 2 | | |
Obtained three accurate staff readings using the automatic level (Award 1 mark for each correct reading) | 3 | | |
Accurately recorded staff readings in the levelling record book (Award 2 marks for correct booking of readings) | 2 | | |
Disassembled instruments correctly following operating procedures (Award 1 mark for correct disassembly) | 1 | | |
| Sub-Total | 19 | | |
| PRODUCT CHECKLIST |
Accuracy of horizontal levelling measurements within ±2mm over 30m (Award 3 marks for full accuracy; lower marks for less accuracy) | 3 | | |
Accuracy of vertical staff readings consistent and plumb (Award 2 marks for consistent and plumb staff readings) | 2 | | |
Correct booking of measurements matching recorded values (Award 3 marks for exact and neat booking) | 3 | | |
Proper instrument setup verified by plumbness and level (Award 2 marks for instrument setup correctness) | 2 | | |
| Sub-Total | 10 | | |
| GRAND TOTAL | 29 | | |
ASSESSMENT OUTCOME: ☐ Competent ☐ Not Yet Competent (competent if at least 50%)
🔒Set up and use dumpy level for levelling measurementsPractical 3
🔒Surveying Levelling Measurements using a Dumpy LevelPractical 4
🔒Determine reduced levels on sloping ground using dumpy levelPractical 5
🔒Determine reduced levels on flat ground using dumpy levelPractical 6
🔒Determine reduced levels on rocky ground using dumpy levelPractical 7
🔒Plot contour lines from levelling data for site topographyPractical 8
🔒Prepare longitudinal profile from reduced levelsPractical 9
🔒Construct Mass Haul Diagram from Levelling DataPractical 10
🔒Clear bushy terrain for levelling measurementsPractical 11
🔒Clear forested terrain for levelling operationsPractical 12
🔒Clear shrubs and small structures for levelling site preparationPractical 13
🔒Clear and stabilize marshy ground for levelling measurementsPractical 14
🔒Use levelling staff for precise height measurementsPractical 15