Civil Engineering  ·  Level 6
Measurements, Estimation And Costing Principles II
Chapter 1: Apply superstructure works taking off principles
📚 3 Topics
⚑ What you will be able to do

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

  • Interpret working drawings accurately by following the design specifications.
  • Scale dimensions correctly to match the design requirements.
  • Carry out dimension timesing accurately using SMM/CESMM guidelines.
  • Document substructure elements clearly and accurately for the job.
  • Quantify substructure elements correctly based on the job requirements.
  • Book quantities of substructure elements accurately to meet the job needs.

These skills will help you work confidently and precisely in the trade, ensuring your measurements and estimates support successful construction projects.

Compiled by: Michael Githaiga

Superstructure works form the visible and functional part of a building above the foundation level. Accurate measurement and taking off of superstructure elements are critical for precise estimation and costing in civil engineering projects in Kenya. This chapter focuses on applying measurement principles specifically to superstructure components such as walls, slabs, beams, and roofing, ensuring that students can quantify these elements accurately for effective project management and budgeting.

1.1 Documentation of Superstructure Elements

Documentation of superstructure elements involves systematic measurement and recording of the quantities of materials and components that make up the building above the foundation. In Kenya, this is essential for preparing bills of quantities, tender documents, and controlling costs on construction sites. Proper documentation ensures transparency, reduces wastage, and assists in project progress tracking.

1.1.1 Wall Types

Walls are fundamental vertical elements providing structural support and enclosure in buildings. Accurate measurement of different wall types is necessary to estimate material quantities such as bricks, blocks, or concrete, as well as plastering and finishes.

Load-Bearing Walls

Load-bearing walls support the weight of floors and roofs above them. They are typically constructed from reinforced concrete, masonry blocks, or bricks.

  • Measurement includes length, height, and thickness.
  • Quantities derived include cubic meters of masonry or concrete.
  • Openings such as doors and windows must be deducted.
  • Reinforcement details are measured separately.
  • Accurate measurement impacts structural safety and cost.

Partition Walls

Partition walls divide internal spaces but do not bear structural loads.

  • Usually thinner than load-bearing walls.
  • Constructed from lightweight materials like gypsum boards or hollow blocks.
  • Measurements focus on surface area for plastering or finishing.
  • Openings are often minimal but must be accounted for.
  • Important for estimating finishing materials and labour.

Retaining Walls

Retaining walls hold back soil and prevent erosion or landslides.

  • Measured by length, height, and thickness.
  • Require calculation of concrete volume and reinforcement.
  • Foundation measurement is critical but separate from superstructure.
  • Surface area for waterproofing or finishing is also documented.
  • Important in projects near slopes or embankments.

Worked Examples

Example 1: Calculate the volume of a load-bearing wall measuring 12 m long, 3 m high, and 0.3 m thick, with two window openings each 1.2 m by 1.5 m.

Given: Wall length = 12 m, height = 3 m, thickness = 0.3 m

Gross volume:$$ V_{\text{gross}} = 12 \times 3 \times 0.3 = 10.8 \text{ m}^3 $$

Window opening volume:$$ V_{\text{window}} = 1.2 \times 1.5 \times 0.3 = 0.54 \text{ m}^3 $$ Total window volume:$$ 0.54 \times 2 = 1.08 \text{ m}^3 $$

Net wall volume:$$ V_{\text{net}} = 10.8 - 1.08 = 9.72 \text{ m}^3 $$ Answer: 9.72 m³

Example 2: Determine the plastering area for a partition wall 8 m long and 2.7 m high if both sides are plastered.

Given: Length = 8 m, Height = 2.7 m

Area per side:$$ A = 8 \times 2.7 = 21.6 \text{ m}^2 $$ Both sides:$$ 21.6 \times 2 = 43.2 \text{ m}^2 $$ Answer: 43.2 m²

Example 3: Find the quantity of concrete needed for a retaining wall 15 m long, 2.5 m high, and 0.4 m thick.

Given: Length = 15 m, Height = 2.5 m, Thickness = 0.4 m

Volume:$$ V = 15 \times 2.5 \times 0.4 = 15 \text{ m}^3 $$ Answer: 15 m³

Practice Questions

  1. Calculate the volume of a load-bearing wall measuring 12 m long, 3 m high, and 0.3 m thick, with two window openings each 1.2 m by 1.5 m. (10 marks)

  2. Determine the plastering area for a partition wall 8 m long and 2.7 m high if both sides are plastered. (8 marks)

  3. Find the quantity of concrete needed for a retaining wall 15 m long, 2.5 m high, and 0.4 m thick. (10 marks)

1.1.2 Slab and Beam Elements

Slabs and beams form the horizontal and supporting frameworks of floors and roofs. Correct measurement of these elements is crucial for estimating concrete, reinforcement, and formwork quantities.

Reinforced Concrete Slabs

Slabs distribute loads horizontally to beams and columns.

  • Measured by length, width, and thickness.
  • Volume of concrete is calculated for costing.
  • Reinforcement areas are measured according to design.
  • Edges and openings such as staircases are deducted.
  • Accurate slab measurement affects structural integrity and budget.

Beams

Beams transfer loads from slabs to columns or walls.

  • Measurement includes length, breadth, and depth.
  • Concrete volume and reinforcement quantities are derived.
  • Beam supports and connections may require additional measurements.
  • Formwork surface area is estimated for costing.
  • Beam measurements affect the overall frame stability.

Composite Slabs and Beams

Composite elements involve combining materials such as steel and concrete.

  • Measurement involves the concrete portion and steel decking.
  • Reinforcement and steel quantities are documented separately.
  • Thickness variations and support conditions are considered.
  • Used in commercial buildings and bridges.
  • Measurement ensures compatibility and cost control.

Worked Examples

Example 1: Calculate the volume of concrete for a slab measuring 6 m by 5 m with a thickness of 0.15 m.

Given: Length = 6 m, Width = 5 m, Thickness = 0.15 m$$ V = 6 \times 5 \times 0.15 = 4.5 \text{ m}^3 $$ Answer: 4.5 m³

Example 2: Find the concrete volume for a beam 8 m long, 0.3 m wide, and 0.5 m deep.

Given: Length = 8 m, Width = 0.3 m, Depth = 0.5 m$$ V = 8 \times 0.3 \times 0.5 = 1.2 \text{ m}^3 $$ Answer: 1.2 m³

Example 3: Determine the concrete volume for a composite slab of dimensions 7 m by 4 m and thickness 0.2 m, with steel decking covering 28 m².

Given: Slab length = 7 m, width = 4 m, thickness = 0.2 m$$ V_{\text{concrete}} = 7 \times 4 \times 0.2 = 5.6 \text{ m}^3 $$ Steel decking area = 28 m²
Answer: Concrete volume = 5.6 m³, Steel decking area = 28 m²

Practice Questions

  1. Calculate the volume of concrete for a slab measuring 6 m by 5 m with a thickness of 0.15 m. (8 marks)

  2. Find the concrete volume for a beam 8 m long, 0.3 m wide, and 0.5 m deep. (8 marks)

  3. Determine the concrete volume for a composite slab of dimensions 7 m by 4 m and thickness 0.2 m, with steel decking covering 28 m². (10 marks)

1.1.3 Roofing Components

Roofing protects the building from weather and contributes to aesthetics. Measurement of roofing components ensures correct estimation of materials like timber, metal sheets, tiles, and fixings.

Roof Trusses

Trusses support the roof covering and transfer loads to walls or columns.

  • Measured by length, height, and cross-sectional dimensions.
  • Timber or steel quantities are calculated.
  • Connection details and fasteners are documented.
  • Spacing between trusses affects total quantity.
  • Proper measurement avoids structural failures.

Roof Coverings

Coverings include tiles, metal sheets, or thatch.

  • Measured by surface area of the roof plane.
  • Overlaps and wastage percentages are included.
  • Different coverings have different unit weights and costs.
  • Fixing accessories like nails or screws are estimated.
  • Accurate coverage measurement ensures waterproofing.

Roof Accessories and Finishes

These include gutters, fascias, ridges, and insulation.

  • Measured by linear length or surface area.
  • Materials and fixing components are quantified.
  • Important for durability and aesthetics.
  • May involve specialized materials like waterproof membranes.
  • Documentation aids in quality control.

Worked Examples

Example 1: Calculate the timber volume for roof trusses spaced at 2 m apart over a 10 m long building, each truss requiring 0.15 m³ of timber.

Number of trusses:$$ \text{Number} = \frac{10}{2} + 1 = 6\text{ trusses} $$ Total timber volume:$$ 6 \times 0.15 = 0.9 \text{ m}^3 $$ Answer: 0.9 m³

Example 2: Find the surface area of a gable roof measuring 12 m by 6 m with a pitch of 30°.

Half span = 6 m
Rise = $6 \times \tan 30^\circ = 6 \times 0.577 = 3.46$ m
Rafter length:$$ \text{Rafter length} = \sqrt{6^2 + 3.46^2} = \sqrt{36 + 11.97} = \sqrt{47.97} = 6.93 \text{ m} $$ Roof area per side:$$ 12 \times 6.93 = 83.16 \text{ m}^2 $$ Total area (both sides):$$ 83.16 \times 2 = 166.32 \text{ m}^2 $$ Answer: 166.32 m²

Example 3: Estimate the length of gutters required for a rectangular roof measuring 10 m by 8 m.

Perimeter:$$ 2 \times (10 + 8) = 36 \text{ m} $$ Answer: 36 m

Practice Questions

  1. Calculate the timber volume for roof trusses spaced at 2 m apart over a 10 m long building, each truss weighing 0.15 m³ of timber. (10 marks)

  2. Find the surface area of a gable roof measuring 12 m by 6 m with a pitch of 30°. (10 marks)

  3. Estimate the length of gutters required for a rectangular roof measuring 10 m by 8 m. (8 marks)

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🔒1.2 Quantification of Superstructure Elements

In civil engineering projects in Kenya, precise quantification of superstructure elements is essential for accurate estimation, cost control, and resource planning. Superstructure works include all parts of a building above the foundation, such as walls, colum…

🔒1.3 Booking Superstructure Quantities

Booking quantities for superstructure works is a critical step in civil engineering measurements and costing. It involves systematically recording the dimensions and volumes of structural elements above the foundation level, which directly affects estimation a…

Chapter Summary

This chapter focused on the documentation of key superstructure elements including various wall types, slabs and beams, as well as roofing components. It detailed methods for quantifying superstructure quantities through accurate measurement techniques and volume calculations, addressing structural elements and openings such as doors and windows. The chapter emphasized the importance of adhering to standard measurement methods and showed how to adjust quantities when design changes occur. It also covered the systematic booking of superstructure quantities, explaining how to record elements using appropriate measurement methods and a standard booking format. Finally, the chapter highlighted the need for thorough cross-checking of quantities to ensure accuracy and reliability in construction documentation and estimation.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

Written Assessment

  1. Calculate the volume of a rectangular wall measuring 6 m long, 3 m high, and 0.3 m thick. (2 marks)
  2. A concrete beam has a cross-section of 0.4 m by 0.6 m and a length of 5 m. Find its volume. (2 marks)
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Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. A county government office plans to construct a reinforced concrete slab measuring 6 m by 8 m with a thickness of 150 mm. Calculate the volume of concrete required for the slab. (4 marks)
  2. Identify three common wall types used in superstructure works and state one key characteristic of each. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Documentation of Superstructure Elements for Load-Bearing Wall

Civil Engineering · Level 6
Measurements, Estimation And Costing Principles 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.  Prepare a detailed bill of quantities and documentation for a load-bearing wall 4000mm long, 300mm thick, and 2700mm high.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
NotebookWorking Drawing of Load-Bearing Wall
PenPPEs (Overall, Safety Boots, Gloves)
Tape Measure
Scale Ruler
Calculator
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Notebook1 pc per Candidate
2Pen1 pc per Candidate
3Tape Measure1 pc per Candidate
4Scale Ruler1 pc per Candidate
5Calculator1 pc per Candidate
6Working Drawing of Load-Bearing Wall1 set per Candidate
7PPEs (Overall, Safety Boots, Gloves)1 set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Documentation Preparation
Wore PPEs (Overall, Safety Boots, Gloves)
(Award 3 marks or zero)
3
Collected all necessary tools and materials
(Award 2 marks or zero)
2
Interpreted the working drawing correctly
(Award 4 marks or zero)
4
Measured and recorded superstructure element dimensions accurately
(Award 5 marks or zero)
5
Prepared a detailed bill of quantities including length, thickness, and height
(Award 6 marks or zero)
6
Organized documentation logically and clearly
(Award 3 marks or zero)
3
Verified calculations for quantities and materials
(Award 4 marks or zero)
4
Sub-Total27
PRODUCT CHECKLIST
Bill of quantities including dimensions 4000mm length, 300mm thickness, 2700mm height
(Award 6 marks or zero)
6
Accurate quantities for bricks, mortar, and reinforcement recorded
(Award 5 marks or zero)
5
Documentation formatted clearly and professionally
(Award 4 marks or zero)
4
Sub-Total15
GRAND TOTAL42
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Identify and Classify Wall Types from Samples and Drawings

Civil Engineering · Level 6
Measurements, Estimation And Costing Principles 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.  Identify and classify four types of walls (brick, block, stone, timber frame) from samples and drawings, and record their key characteristics and classification.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Tape MeasureWall Samples (Brick, Block, Stone, Timber Frame)
Notebook and PenWall Type Drawings
Magnifying Glass
PPEs (Safety Boots, Overall, Gloves)
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Wall Samples (Brick, Block, Stone, Timber Frame)1 set per candidate
2Wall Type Drawings1 set per candidate
3Tape Measure1 pc per candidate
4Notebook and Pen1 pc each per candidate
5Magnifying Glass1 pc per 3 candidates
6PPEs (Safety Boots, Overall, Gloves)1 set per candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Identification and Classification of Wall Types
Wore PPEs (Safety boots, Overall, Gloves)
(Award 3 marks or zero)
3
Collected all necessary tools and materials
(Award 2 marks or zero)
2
Measured and examined wall samples accurately using tape measure and magnifying glass
(Award 5 marks or zero)
5
Identified wall types correctly from samples and drawings (brick, block, stone, timber frame)
(Award 2.5 marks for each correctly identified wall type, total 10 marks)
10
Classified each wall type according to construction method and material
(Award 5 marks or zero)
5
Recorded details correctly and neatly in notebook
(Award 3 marks or zero)
3
Sub-Total28
PRODUCT CHECKLIST
Correct classification of all four wall types
(Award 1.5 marks for each correct classification, total 6 marks)
6
Accurate measurements recorded for each wall sample (length, height, thickness as applicable)
(Award 2 marks per 2 samples measured correctly, total 6 marks)
6
Neat and legible report of wall types identification and classification
(Award 4 marks or zero)
4
Sub-Total16
GRAND TOTAL44
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Measurement of slab and beam elements for superstructure worksPractical 3
🔒Quantify Roofing Components for a Residential Roof StructurePractical 4
🔒Measurement and Quantification of Superstructure Wall ElementsPractical 5
🔒Calculate volumes of beam, slab, and column for superstructure worksPractical 6
🔒Measure and quantify door and window openings from site drawingsPractical 7
🔒Adjust superstructure wall quantities after design changesPractical 8
🔒Booking Superstructure Quantities for a Load-Bearing Wall 4m x 3m x 3mPractical 9
🔒Cross-checking Superstructure Wall Quantities for a 3m x 2.5m x 3m WallPractical 10
🔒Measurement of Reinforced Concrete Column and FoundationPractical 11
🔒Quantify wall finishes and components for superstructure wallsPractical 12
🔒Measuring and Quantifying Reinforcement Layout for a 4m x 3m SlabPractical 13
🔒Measuring Roofing Structural Elements for a Timber Roof TrussPractical 14
🔒Preparation of a Complete Superstructure Measurement and Booking SheetPractical 15
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Am I competent?

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

  • Interpret working drawings accurately by following the design specifications.
  • Scale dimensions correctly to match the design requirements.
  • Carry out dimension timesing accurately using SMM/CESMM guidelines.
  • Document substructure elements clearly and accurately for the job.
  • Quantify substructure elements correctly based on the job requirements.
  • Book quantities of substructure elements accurately to meet the job needs.

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.

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