Civil Engineering  ·  Level 6
Measurements, Estimation And Costing Principles 1
Chapter 1: Apply Work up dimensions techniques
📚 4 Topics
What you will be able to do

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

  • Interpret working drawings correctly according to the design.
  • Accurately scale dimensions to match the design specifications.
  • Carry out dimension timesing correctly following SMM/CESMM standards.

Mastering these skills will help you work confidently with technical drawings and ensure precise measurements in your trade projects.

Application of work up dimensions techniques is fundamental in civil engineering for accurate measurement and costing of construction projects. Precise quantification ensures proper budgeting, resource allocation, and project management. This chapter focuses on the core techniques such as timesing, abstracting, and working up quantities, which are essential skills for quantity surveyors and civil engineers working on projects in Kenya.

1.1 Terms and Concepts

1.1.1 Timesing

Timesing is the process of multiplying the dimensions of a building element to obtain a total quantity for costing or ordering materials. It involves combining length, width, and depth measurements to calculate volume, area, or length as required.

The general formula for timesing is:

$$ Q = L \times W \times D $$

where \(Q\) is the quantity, \(L\) is length, \(W\) is width, and \(D\) is depth or thickness.

Worked Examples

Example 1: Calculate the volume of concrete required for a footing measuring 2 m length, 0.5 m width, and 0.3 m depth.

Given:
\(L = 2\,m\),
\(W = 0.5\,m\),
\(D = 0.3\,m\)

$$ Q = L \times W \times D $$

$$ Q = 2 \times 0.5 \times 0.3 $$

$$ Q = 0.3\,m^3 $$

Answer: 0.3 cubic metres of concrete

Example 2: Find the area of a wall measuring 6 m long and 3 m high.

Given:
\(L = 6\,m\),
\(H = 3\,m\)

$$ Q = L \times H $$

$$ Q = 6 \times 3 $$

$$ Q = 18\,m^2 $$

Answer: 18 square metres of wall area

Example 3: Determine the volume of soil to be excavated for a trench 10 m long, 0.6 m wide, and 1.2 m deep.

Given:
\(L = 10\,m\),
\(W = 0.6\,m\),
\(D = 1.2\,m\)

$$ Q = L \times W \times D $$

$$ Q = 10 \times 0.6 \times 1.2 $$

$$ Q = 7.2\,m^3 $$

Answer: 7.2 cubic metres of soil

Example 4: Calculate the volume of concrete for a slab 8 m long, 5 m wide, and 0.15 m thick.

Given:
\(L = 8\,m\),
\(W = 5\,m\),
\(D = 0.15\,m\)

$$ Q = L \times W \times D $$

$$ Q = 8 \times 5 \times 0.15 $$

$$ Q = 6\,m^3 $$

Answer: 6 cubic metres of concrete

Example 5: A column has a square cross-section of 0.4 m by 0.4 m and height 3 m. Calculate the volume of concrete required.

Given:
\(L = 3\,m\),
\(W = 0.4\,m\),
\(D = 0.4\,m\)

$$ Q = L \times W \times D $$

$$ Q = 3 \times 0.4 \times 0.4 $$

$$ Q = 0.48\,m^3 $$

Answer: 0.48 cubic metres of concrete

1.1.2 Abstracting

Abstracting involves extracting quantities of materials or work from drawings and specifications for preparation of a bill of quantities. It requires careful analysis of drawings to identify components and their dimensions.

The abstracted quantity \(Q_a\) is the sum of all relevant measurements for a particular item.

Worked Examples

Example 1: A beam has dimensions 5 m length, 0.3 m width, and 0.5 m depth. Abstract the volume of concrete required.

Given:
\(L = 5\,m\),
\(W = 0.3\,m\),
\(D = 0.5\,m\)

$$ Q_a = L \times W \times D $$

$$ Q_a = 5 \times 0.3 \times 0.5 $$

$$ Q_a = 0.75\,m^3 $$

Answer: 0.75 cubic metres of concrete

Example 2: From the drawing, a floor slab area is 12 m by 9 m with thickness 0.2 m. Abstract the concrete volume.

Given:
\(L = 12\,m\),
\(W = 9\,m\),
\(D = 0.2\,m\)

$$ Q_a = L \times W \times D $$

$$ Q_a = 12 \times 9 \times 0.2 $$

$$ Q_a = 21.6\,m^3 $$

Answer: 21.6 cubic metres of concrete

Example 3: Abstract the total length of reinforcement bars if 10 beams each have 6 bars of 12 m length.

Given:
Number of beams = 10,
Bars per beam = 6,
Length per bar = 12 m

$$ Q_a = \text{Number of beams} \times \text{Bars per beam} \times \text{Length per bar} $$

$$ Q_a = 10 \times 6 \times 12 $$

$$ Q_a = 720\,m $$

Answer: 720 metres of reinforcement bars

Example 4: A retaining wall has 4 panels each 3 m long and 2.5 m high. Abstract the total wall area.

Given:
Panels = 4,
Length per panel = 3 m,
Height per panel = 2.5 m

$$ Q_a = \text{Panels} \times L \times H $$

$$ Q_a = 4 \times 3 \times 2.5 $$

$$ Q_a = 30\,m^2 $$

Answer: 30 square metres of wall

Example 5: Abstract the volume of concrete in 6 columns each 0.4 m by 0.4 m cross-section and 3 m height.

Given:
Number of columns = 6,
Cross-section \(= 0.4\,m \times 0.4\,m\),
Height = 3 m

$$ Q_a = \text{Number} \times L \times W \times H $$

$$ Q_a = 6 \times 0.4 \times 0.4 \times 3 $$

$$ Q_a = 2.88\,m^3 $$

Answer: 2.88 cubic metres of concrete

1.1.3 Bill of Quantities

A Bill of Quantities (BoQ) is a document listing all materials, parts, and labour needed for a construction project with their quantities and descriptions. It forms the basis for tendering and cost control.

The total cost \(C_t\) is calculated by summing the product of quantities and rates:

$$ C_t = \sum (Q_i \times R_i) $$

where \(Q_i\) is quantity and \(R_i\) is the unit rate for item \(i\).

Worked Examples

Example 1: Calculate the cost of 50 m³ of concrete at Ksh 7,000 per m³.

Given:
\(Q = 50\,m^3\),
\(R = 7000\,Ksh/m^3\)

$$ C_t = Q \times R $$

$$ C_t = 50 \times 7000 $$

$$ C_t = 350,000\,Ksh $$

Answer: Ksh 350,000

Example 2: A wall requires 100 m² of plastering. Labour rate is Ksh 250 per m². Calculate labour cost.

Given:
\(Q = 100\,m^2\),
\(R = 250\,Ksh/m^2\)

$$ C_t = Q \times R $$

$$ C_t = 100 \times 250 $$

$$ C_t = 25,000\,Ksh $$

Answer: Ksh 25,000

Example 3: Find total cost for 200 bags of cement at Ksh 600 per bag.

Given:
\(Q = 200\) bags,
\(R = 600\,Ksh/bag\)

$$ C_t = Q \times R $$

$$ C_t = 200 \times 600 $$

$$ C_t = 120,000\,Ksh $$

Answer: Ksh 120,000

Example 4: Calculate cost of 500 bricks at Ksh 80 each.

Given:
\(Q = 500\),
\(R = 80\,Ksh\)

$$ C_t = Q \times R $$

$$ C_t = 500 \times 80 $$

$$ C_t = 40,000\,Ksh $$

Answer: Ksh 40,000

Example 5: Labour for tiling is Ksh 300 per m². If 45 m² requires tiling, find total labour cost.

Given:
\(Q = 45\,m^2\),
\(R = 300\,Ksh/m^2\)

$$ C_t = Q \times R $$

$$ C_t = 45 \times 300 $$

$$ C_t = 13,500\,Ksh $$

Answer: Ksh 13,500

1.1.4 Working Up

Working up involves detailed measurement and calculation of quantities from drawings and specifications for inclusion in the BoQ. It ensures all necessary components are accounted for.

The total quantity \(Q_t\) is the sum of individual measured quantities:

$$ Q_t = \sum Q_i $$

Worked Examples

Example 1: Calculate total volume of concrete in a footing (1 m³) and a column (0.8 m³).

Given:
\(Q_1 = 1\,m^3\),
\(Q_2 = 0.8\,m^3\)

$$ Q_t = Q_1 + Q_2 $$

$$ Q_t = 1 + 0.8 $$

$$ Q_t = 1.8\,m^3 $$

Answer: 1.8 cubic metres

Example 2: A wall requires 15 m² plaster and 10 m² painting. Find total finishing area.

Given:
Plaster \(= 15\,m^2\),
Paint \(= 10\,m^2\)

$$ Q_t = 15 + 10 $$

$$ Q_t = 25\,m^2 $$

Answer: 25 square metres

Example 3: Sum lengths of pipes: 20 m + 15 m + 10 m.

Given:
Lengths \(= 20\,m, 15\,m, 10\,m\)

$$ Q_t = 20 + 15 + 10 $$

$$ Q_t = 45\,m $$

Answer: 45 metres

Example 4: Calculate total bricks for 3 walls each needing 500 bricks.

Given:
Walls \(= 3\),
Bricks per wall \(= 500\)

$$ Q_t = 3 \times 500 $$

$$ Q_t = 1500 $$

Answer: 1500 bricks

Example 5: Calculate total excavation volume for two trenches: 3 m³ and 4.5 m³.

Given:
Volumes \(= 3\,m^3, 4.5\,m^3\)

$$ Q_t = 3 + 4.5 $$

$$ Q_t = 7.5\,m^3 $$

Answer: 7.5 cubic metres

1.1.5 Taking Off

Taking off is the process of measuring quantities directly from drawings or site measurements to prepare a BoQ. It requires precision and consistency.

The total quantity \(Q_{to}\) is the sum of all measured components.

Worked Examples

Example 1: Measure length of wall from drawing: 15 m.

Given:
Length \(= 15\,m\)

$$ Q_{to} = 15\,m $$

Answer: 15 metres

Example 2: Measure area of floor slab: 8 m × 6 m.

Given:
Length \(= 8\,m\),
Width \(= 6\,m\)

$$ Q_{to} = 8 \times 6 $$

$$ Q_{to} = 48\,m^2 $$

Answer: 48 square metres

Example 3: Measure volume of concrete footing: 2 m × 0.5 m × 0.3 m.

Given:
\(L = 2\,m\),
\(W = 0.5\,m\),
\(D = 0.3\,m\)

$$ Q_{to} = 2 \times 0.5 \times 0.3 $$

$$ Q_{to} = 0.3\,m^3 $$

Answer: 0.3 cubic metres

Example 4: Measure length of reinforcement bar: 12 m.

Given:
Length \(= 12\,m\)

$$ Q_{to} = 12\,m $$

Answer: 12 metres

Example 5: Measure number of bricks: 600.

Given:
Number \(= 600\)

$$ Q_{to} = 600 $$

Answer: 600 bricks

1.1.6 Booking

Booking is the recording of quantities after measurement or taking off for inclusion in BoQ or project records. It ensures traceability and accuracy.

Total booked quantity \(Q_b\) is the recorded figure for each item.

Worked Examples

Example 1: Book 20 m³ of concrete.

Given:
Quantity \(= 20\,m^3\)

$$ Q_b = 20\,m^3 $$

Answer: 20 cubic metres

Example 2: Book 150 m² of plastering.

Given:
Quantity \(= 150\,m^2\)

$$ Q_b = 150\,m^2 $$

Answer: 150 square metres

Example 3: Book 1000 bricks.

Given:
Quantity \(= 1000\)

$$ Q_b = 1000 $$

Answer: 1000 bricks

Example 4: Book 500 m length of pipe.

Given:
Quantity \(= 500\,m\)

$$ Q_b = 500\,m $$

Answer: 500 metres

Example 5: Book 10 m³ of excavation.

Given:
Quantity \(= 10\,m^3\)

$$ Q_b = 10\,m^3 $$

Answer: 10 cubic metres

1.1.7 Specifications

Specifications define the quality and standards for materials and workmanship in a construction project. They guide measurement and costing by defining what is included.

Cost estimation depends on clear specifications for each item.

Worked Examples

Example 1: Calculate cost of cement specified at 50 kg bags, 100 bags, rate Ksh 700.

Given:
Bags \(= 100\),
Rate \(= 700\,Ksh\)

$$ C = 100 \times 700 $$

$$ C = 70,000\,Ksh $$

Answer: Ksh 70,000

Example 2: Cost for timber specified as 2" by 4" by 3 m lengths, 50 pieces at Ksh 1,200 each.

Given:
Pieces \(= 50\),
Rate \(= 1,200\,Ksh\)

$$ C = 50 \times 1,200 $$

$$ C = 60,000\,Ksh $$

Answer: Ksh 60,000

Example 3: Cost of bricks specified as class A, 500 pieces at Ksh 90 each.

Given:
Bricks \(= 500\),
Rate \(= 90\,Ksh\)

$$ C = 500 \times 90 $$

$$ C = 45,000\,Ksh $$

Answer: Ksh 45,000

Example 4: Cost of steel bars specified as T10, 100 m at Ksh 150 per metre.

Given:
Length \(= 100\,m\),
Rate \(= 150\,Ksh/m\)

$$ C = 100 \times 150 $$

$$ C = 15,000\,Ksh $$

Answer: Ksh 15,000

Example 5: Cost of painting specified as two coats, 200 m² at Ksh 80 per m².

Given:
Area \(= 200\,m^2\),
Rate \(= 80\,Ksh/m^2\)

$$ C = 200 \times 80 $$

$$ C = 16,000\,Ksh $$

Answer: Ksh 16,000

Practice Questions

  1. Calculate the volume of concrete for a footing measuring 3 m length, 0.7 m width, and 0.4 m depth. (3 marks)
  2. Abstract the total length of reinforcement bars if there are 8 beams each with 5 bars of 10 m length. (4 marks)
  3. Calculate the total cost of 75 m² of floor tiling at Ksh 1,200 per m². (3 marks)
  4. Working up: Sum the volumes of concrete for a column (0.5 m³), beam (1.2 m³), and slab (3.5 m³). (3 marks)
  5. Taking off: Measure the total area of 4 walls each 5 m long and 3 m high. (4 marks)
  6. Booking: Record the quantity for 250 bags of cement and 1,000 bricks. (4 marks)
  7. Using specifications, calculate the cost for 60 pieces of timber at Ksh 1,500 each. (3 marks)
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🔒1.2 Interpretation of Working Drawings

Working drawings are essential documents in civil engineering projects in Kenya. They provide detailed visual instructions and specifications required for construction, enabling accurate execution of works according to design intent. Mastery in interpreting th…

🔒1.3 Scaling of Dimensions

Scaling is a fundamental technique in civil engineering measurements, allowing professionals to represent large structures or sites on manageable drawings or models. In Kenya, where construction projects range from small residential buildings to large infrastr…

🔒1.4 Timesing Dimensions as per SMM/CESMM

In civil engineering measurement and estimation, correctly manipulating dimensions is vital for accurate quantity takeoff. The Standard Method of Measurement (SMM) and Civil Engineering Standard Method of Measurement (CESMM) provide structured conventions for…

Chapter Summary

This chapter introduces essential terms and concepts related to measurement and costing in construction, including timesing, abstracting, bill of quantities, working up, taking off, booking, and specifications. It emphasizes the importance of accurately interpreting working drawings, covering various types such as architectural, structural, electrical, mechanical, and building drawings, alongside understanding drawing standards and reading technical specifications. The chapter also explains the process of scaling dimensions, detailing different scale types, methods for converting between scales, and important scaling rules. Further, it discusses the technique of timesing dimensions in accordance with the Standard Method of Measurement (SMM) and Civil Engineering Standard Method of Measurement (CESMM), focusing on multiplying and squaring dimensions. Guidance is provided on CESMM guidelines and SMM conventions to ensure consistency and accuracy in measurement work. Overall, the chapter equips students with the skills to work up dimensions effectively from drawings and specifications for reliable quantity estimation and cost assessment.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

Written Assessment

  1. A rectangular slab has length 6.5 m and width 4.2 m. Calculate the area in square meters. (2 marks)

  2. A beam has a cross-sectional dimension of 0.3 m by 0.5 m and a length of 8 m. Find the volume of concrete required in cubic meters. (3 marks)

🔒18 more in this section.

Chapter Examination Questions

🔒 PDFDownload these examination questions, with model answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Define the term timesing in the context of civil engineering measurements and explain its importance in preparing a Bill of Quantities. (4 marks)
  2. Explain the process of abstracting from a set of working drawings and describe how it aids in quantity surveying. (4 marks)
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Chapter Practical Activities

Practical 1: Interpretation of Architectural Working Drawings for a Single-Storey Residential Layout

Civil Engineering · Level 6
Measurements, Estimation And Costing Principles 1
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Interpret the architectural working drawing to identify and record key dimensions and construction details for a 10,000mm x 8,000mm single-storey residential building layout.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Architectural scale rulerArchitectural working drawing
Measuring tape 5m
Pencil HB
Eraser
Calculator
Notebook
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Architectural working drawing of single-storey residential building1 per Candidate
2Scale ruler (Architectural scale)1 per Candidate
3Measuring tape 5m1 per Candidate
4Pencil HB2 Pcs per Candidate
5Eraser1 Pc per Candidate
6Notebook for notes1 per Candidate
7Calculator1 per Candidate
8PPEs (Safety boots, Overall, Helmet, Gloves)1 set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Interpretation and Dimensioning
Wore PPEs (Safety boots, Overall, Helmet, Gloves)
(Award 3 marks for wearing all PPEs or zero)
3
Selected and used architectural scale ruler correctly
(Award 3 marks for correct use or zero)
3
Identified and recorded overall building dimensions (Length and Width)
(Award 4 marks for correct identification and recording or zero)
4
Identified and recorded room dimensions from the drawing
(Award 1 mark for each correctly identified room dimension x6)
6
Noted door and window sizes and types as per the drawing
(Award 2 marks for doors, 2 marks for windows or zero)
4
Recorded wall thickness and foundation details from the drawing
(Award 3 marks for correct recording or zero)
3
Made neat and accurate notes and sketches in the notebook
(Award 3 marks for clarity and accuracy or zero)
3
Sub-Total26
PRODUCT CHECKLIST
Recorded building overall dimensions 10,000mm x 8,000mm within ±5mm accuracy
(Award 4 marks for correct dimensions or zero)
4
Recorded room dimensions as per drawing within ±5mm accuracy
(Award 1 mark for each correct room dimension x6)
6
Correctly identified door sizes (900mm x 2100mm) and window sizes (1200mm x 1500mm) as per drawing
(Award 2 marks each for doors and windows or zero)
4
Accurately recorded wall thickness (150mm) and foundation details
(Award 4 marks for correct recording or zero)
4
Notes and sketches are legible, organized and correspond with the drawing
(Award 3 marks for neatness and relevance or zero)
3
Sub-Total21
GRAND TOTAL47
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Interpretation of Structural Reinforcement Details from Working Drawings

Civil Engineering · Level 6
Measurements, Estimation And Costing Principles 1
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Interpret reinforcement details of a reinforced concrete beam 4000mm x 300mm x 500mm as per the provided structural working drawing.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Scale ruler (metric)Structural working drawing of reinforced concrete beam
Pencil HBPPE (Safety boots, Overall, Safety helmet)
Eraser
Calculator
Notebook
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Structural working drawing of reinforced concrete beam1 per Candidate
2Scale ruler (metric)1 per Candidate
3Pencil HB2 Pcs per Candidate
4Eraser1 Pc per Candidate
5Notebook1 per Candidate
6Calculator1 per Candidate
7Safety boots1 Pair per Candidate
8Overall1 per Candidate
9Safety helmet1 per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Interpretation of Structural Working Drawing
Wore PPE (Safety boots, Overall, Helmet)
(Award 3 marks or zero)
3
Identified beam dimensions (length, width, depth) correctly from the drawing
(Award 4 marks or zero)
4
Extracted main reinforcement bar size, number, and arrangement
(Award 6 marks for complete and correct extraction)
6
Extracted shear reinforcement details including stirrup size and spacing
(Award 5 marks for accurate details)
5
Noted cover to reinforcement as per drawing standards
(Award 3 marks or zero)
3
Recorded all reinforcement details clearly and legibly in notebook
(Award 4 marks for clarity and completeness)
4
Sub-Total25
PRODUCT CHECKLIST
Correct identification and recording of beam dimensions (4000mm length, 300mm width, 500mm depth)
(Award 4 marks or zero)
4
Correct main reinforcement details: 4Y20 main bars at bottom and 2Y16 top bars
(Award 6 marks or zero)
6
Correct shear reinforcement: R10 links @ 150mm c/c spacing
(Award 5 marks or zero)
5
Correct cover: 40mm clear cover to all reinforcement
(Award 3 marks or zero)
3
Neat and accurate presentation of extracted data matching drawing standards
(Award 7 marks for neatness and accuracy)
7
Sub-Total25
GRAND TOTAL50
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Interpretation of Electrical and Mechanical Working Drawings for InstallationPractical 3
🔒Scaling of Dimensions Using Different Scale Types for a 1500mm x 900mm Wall ElevationPractical 4
🔒Timesing Dimensions of Excavation Work as per SMM/CESMMPractical 5
🔒Abstract Quantities from a Single Wall Working DrawingPractical 6
🔒Preparation of Bill of Quantities for a Single Room WallPractical 7
🔒Measurement and Costing of Earthworks Using CESMM GuidelinesPractical 8
🔒Reading and interpreting technical specifications for a precast concrete lintel 1200mm x 200mm x 150mmPractical 9
🔒Calculate areas and volumes by multiplying and squaring dimensionsPractical 10
🔒Working Up Dimensions for a 3000mm x 1500mm Wall SectionPractical 11
🔒Taking Off Quantities from Structural Column DrawingsPractical 12
🔒Booking Quantities for Electrical and Mechanical Installation WorksPractical 13
🔒Applying Terms and Concepts in Measurement and Costing for Work-up DimensionsPractical 14
🔒Interpret Building Working Drawing to Extract Dimensions and Construction DetailsPractical 15
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Am I competent?

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

  • Interpret working drawings correctly according to the design.
  • Accurately scale dimensions to match the design specifications.
  • Carry out dimension timesing correctly following SMM/CESMM standards.

Tick each one you can genuinely do.

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