Architecture  ·  Level 6
Building Works Measurement Principles
Chapter 4: Apply building works estimating and costing principles
📚 5 Topics
⚑ What you will be able to do

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

  • Correctly build up the unit rate for construction preliminary work by following the proper procedures.
  • Accurately calculate the unit rate for substructure work using the correct methods.
  • Properly determine the unit rate for superstructure work by applying the right procedures.
  • Correctly establish the unit rate for external work according to industry standards.
  • Prepare a complete and accurate bill of quantities by following the correct procedures.

Mastering these skills will help you confidently estimate and cost building projects, making you a valuable asset in the construction industry.

Estimating and costing principles are fundamental in architectural practice to ensure projects are delivered within budget and resources are optimally utilized. This chapter focuses on developing unit rates for preliminary building works, which are essential early-stage activities that prepare the site and enable smooth construction progress. In Kenya, these preliminary works often determine the efficiency and cost-effectiveness of projects, especially in urban and peri-urban developments where site conditions vary considerably. Understanding how to build up unit rates for access roads, site clearance, and demolition work helps architects provide accurate cost advice and collaborate effectively with quantity surveyors and contractors.

4.1 Construction preliminary work unit rate build-up

Preliminary works set the foundation for all subsequent construction activities, and their accurate costing is critical for project budgeting. In Kenya, factors such as terrain, local labour costs, equipment availability, and environmental regulations influence these unit rates. The process of building up unit rates involves identifying all cost components, quantifying resources, and incorporating overheads and profit margins. This section explores three key preliminary activities: access roads, site clearance, and demolition works, breaking down the cost elements involved in each.

4.1.1 Access roads

Access roads are vital for transporting materials, equipment, and personnel to the construction site. In Kenya, particularly in rural or newly developed areas, establishing reliable access roads can be challenging due to terrain and weather conditions. The cost build-up for access roads must consider not only the physical construction but also maintenance during the project lifespan.

Components of access road construction unit rate

The unit rate for access roads includes multiple cost components that must be carefully quantified to reflect site realities:

  • Site survey and design fees: Costs related to surveying the proposed road alignment and finalizing design details, essential for proper drainage and gradient control.
  • Earthworks: Excavation, cutting, filling, and compaction of the roadbed to achieve the required levels and stability.
  • Sub-base and base course materials: Procurement and laying of granular materials such as gravel or crushed stone to form the road foundation.
  • Surface treatment: Application of materials like laterite, murram, or bitumen to provide a durable wearing surface.
  • Drainage structures: Construction of culverts, side drains, and cross-drains to prevent water logging and erosion.

Factors influencing access road unit rates in Kenya

Several local conditions impact the cost structure for access roads:

  • Topography: Steep slopes or rocky areas require more excavation and stabilization work, increasing costs.
  • Material availability: Proximity to quarries or borrow pits affects transportation costs for base materials.
  • Labour rates: Regional variations in skilled and unskilled labour availability influence pricing.
  • Weather conditions: Heavy rains may necessitate additional drainage work or cause delays, impacting rates.
  • Regulatory compliance: Environmental impact assessments and permits may add to preliminary costs.

Methodology for calculating access road unit rates

Developing unit rates follows a systematic approach:

  1. Quantify quantities: Measure the length, width, and thickness of each road layer.
  2. Estimate resource requirements: Calculate volumes of earthworks, quantities of materials, and labour hours needed.
  3. Price inputs: Assign current market prices to materials, labour, and plant hire.
  4. Add overheads and profit: Include contractor overheads, contingencies, and profit margins.
  5. Compile final unit rate: Sum all costs and divide by the unit measurement, typically per square metre or linear metre.

Maintenance considerations during project execution

Access roads often require maintenance to remain passable throughout construction. The unit rate should factor in:

  • Routine grading and compaction: To repair surface damage caused by traffic and weather.
  • Drainage upkeep: Clearing of side drains to avoid water pooling.
  • Surface patching: Filling potholes or repairing erosion spots promptly.

4.1.2 Site clearance

Site clearance prepares the land for construction by removing obstacles and ensuring a clean working area. In Kenya, site clearance can involve diverse activities depending on whether the site is greenfield or previously developed. Accurate costing requires understanding the scope and challenges unique to each site.

Scope of site clearance works

Site clearance encompasses the following elements:

  • Vegetation removal: Cutting and uprooting shrubs, grass, and trees.
  • Debris and waste removal: Clearing rubbish, rocks, and unwanted materials.
  • Stripping topsoil: Removing fertile topsoil to designated stockpiles for later reuse.
  • Leveling and grading: Preparing the ground surface to the required levels.
  • Disposal of cleared materials: Transporting and dumping waste in approved locations.

Cost factors affecting site clearance unit rates

Several factors determine the cost intensity of site clearance:

  • Vegetation density: Heavily forested sites require more labour and machinery.
  • Presence of hazardous materials: Sites with asbestos or contaminated soil require specialist removal.
  • Access to disposal sites: Distance to approved dumping grounds influences transport costs.
  • Equipment availability: Use of mechanical equipment versus manual labour changes cost profiles.
  • Environmental regulations: Compliance with NEMA guidelines on waste disposal and tree conservation impacts cost.

Steps in estimating site clearance unit rates

Estimating unit rates involves:

  1. Defining the scope: Clear identification of clearance extents and types of materials to be removed.
  2. Quantity take-off: Measuring area to be cleared and estimating volumes of waste.
  3. Resource planning: Determining labour, equipment, and disposal needs.
  4. Pricing inputs: Applying current rates for labour, machinery, fuel, and transport.
  5. Incorporating overheads: Adding allowances for supervision, insurance, and profit.

Environmental and social considerations during site clearance

Proper site clearance respects environmental and community concerns:

  • Tree preservation: Identifying and protecting trees that must remain.
  • Dust control: Using water sprays or covers to minimize dust generation.
  • Noise management: Scheduling noisy activities during permissible hours.
  • Community liaison: Informing neighbours and addressing concerns proactively.

4.1.3 Demolition work

Demolition is often necessary when redevelopment involves removing existing structures. In architectural projects, demolition costs must be integrated carefully to avoid budget overruns and safety incidents. Kenya’s urban centres frequently face demolition challenges due to proximity of neighbouring properties and regulatory requirements.

Types of demolition and their cost implications

Different demolition methods affect unit rates:

  • Manual demolition: Labour-intensive, suitable for small structures or sensitive sites.
  • Mechanical demolition: Use of excavators and breakers for larger buildings, faster but costlier.
  • Selective demolition: Removing specific parts while preserving others, requiring precision.
  • Explosive demolition: Rare in Kenya due to safety and regulatory restrictions.
  • Deconstruction: Systematic dismantling for material reuse, often more expensive but sustainable.

Key cost components in demolition unit rates

Demolition unit rates include:

  • Labour: Skilled and unskilled workers for dismantling and clearing.
  • Machinery: Hire and operation of excavators, crushers, and transport vehicles.
  • Waste handling: Sorting, loading, transport, and disposal of rubble and materials.
  • Safety measures: Provision of protective gear, fencing, and signage.
  • Permits and inspections: Fees for regulatory approvals and site monitoring.

Safety and regulatory compliance in demolition

Demolition work must comply with Kenyan laws and standards:

  • NEMA guidelines: Environmental impact assessments and waste management.
  • Occupational health and safety: Ensuring worker safety through training and equipment.
  • Neighbourhood protection: Measures to prevent dust, noise, and structural damage.
  • Permit acquisition: Obtaining demolition permits from county governments.
  • Waste recycling regulations: Encouraging reuse of materials in line with sustainability goals.

Procedure for estimating demolition unit rates

Accurate demolition costing follows these steps:

  1. Assess structure: Survey the building to understand materials, size, and complexity.
  2. Determine demolition method: Choose appropriate approach based on site and structure.
  3. Quantify work: Measure areas or volumes to be demolished.
  4. Calculate resource needs: Labour, machinery, waste transport, and disposal.
  5. Price inputs: Apply market rates for each resource.
  6. Add overheads: Include allowances for contingencies, supervision, and profit.

Practice Questions

  1. Explain the main components involved in building up a unit rate for access roads and how local conditions in Kenya might affect these costs. (10 marks)
  2. Describe the factors that influence site clearance unit rates and outline the steps to estimate these rates accurately. (10 marks)
  3. Discuss the different types of demolition methods and their impact on unit rate calculations in architectural projects. (10 marks)
  4. Outline the procedure for estimating demolition works unit rates, highlighting key safety and regulatory considerations. (10 marks)
The rest of this chapter
🔒

Create a free account to open more of this chapter.

Free: practical guides, quick cards, workplace scenarios and more.

Create a free account
🔒4.2 Substructure Work Unit Rate Build-Up

In architectural practice in Kenya, accurate estimation of substructure work costs is critical for project viability and budgeting. The substructure forms the foundation of a building, and its components such as excavation, walling, concreting, hard-core fill,…

🔒4.3 Superstructure Work Unit Rate Build-up

In architectural building projects in Kenya, accurately estimating the unit rates for superstructure works is essential for budgeting, procurement, and project management. The superstructure includes all parts of the building above the foundation, such as wall…

🔒4.4 External Work Unit Rate Build-up

In architectural projects in Kenya, external works are crucial for the functionality, aesthetics, and sustainability of buildings. These works include landscaping, drainage, and paving, each requiring careful estimation to ensure accurate costing and budgeting…

🔒4.5 Bill of Quantities Preparation

In architectural practice within Kenya, the preparation of a Bill of Quantities (BoQ) is a critical stage in the cost management and tendering process. The BoQ provides a detailed and itemized list of all the materials, labour, and other costs involved in a co…

Chapter Summary

This chapter examined the principles of estimating and costing in building works by detailing the unit rate build-up across various construction phases. It began with construction preliminary works, covering the costs involved in access roads, site clearance, and demolition work. The discussion then moved to substructure works, where excavation, walling, concreting, hard-core filling, and blinding were analyzed for their cost components. In the superstructure section, the focus was on walling, installation of doors and windows, roofing, and finishes, highlighting how each contributes to the overall estimate. External works were also considered, including landscaping, drainage, and paving, emphasizing their importance in the total project cost. Finally, the chapter addressed the preparation of the bill of quantities, explaining the processes of squaring, abstracting, and billing, which are essential for accurate project costing and financial control. Together, these topics provide a comprehensive understanding of how to apply estimating and costing principles effectively in building projects.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Define the term "unit rate build-up" and explain its significance in construction preliminary works. (4 marks)
  2. Identify three key cost components involved in building an access road on a construction site. (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. Explain the process of building up a unit rate for site clearance works on a typical residential project in Nairobi. (4 marks)
  2. Identify five key cost components included in the unit rate build-up for excavation works for a foundation in a commercial building. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Estimate Preliminary Site Works for Access Road, Site Clearance and Demolition

Architecture · Level 6
Building Works Measurement Principles
PRACTICAL ASSESSMENT
TIME: 5 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Estimate unit rates and prepare a bill of quantities for preliminary site works including 50m long access road (4m wide, 0.15m thick murram), site clearance of 500m² area, and demolition of existing single storey wall 20m long, 2.5m high, 0.3m thick.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Computer with Microsoft Excel softwareBill paper
CalculatorCESMM Abstract Paper
PrinterDimension sheets
Billing sheets
Architectural plan for preliminary works
Stationery (pen, ruler, eraser)
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Bill paper1 sheet per Candidate
2CESMM Abstract Paper1 sheet per Candidate
3Dimension sheets2 sheets per Candidate
4Billing sheets1 sheet per Candidate
5Architectural plan for preliminary works1 set per Candidate
6Computer with Microsoft Excel software1 per Candidate
7Calculator1 per Candidate
8Printer with paperShared per 5 Candidates
9Stationery (pen, ruler, eraser)1 set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Preparation and Calculation of Preliminary Works Quantities
Identified and used appropriate documents: Bill paper, CESMM Abstract Paper, Dimension sheets
(Award 1 mark each)
3
Observed occupational safety and health precautions in the computer lab: ventilation, lighting, sanitation
(Award 1 mark each)
3
Interpreted the architectural plan correctly for dimensions of access road, site clearance area, and demolition wall
(Award 1 mark each)
4
Transferred scaled dimensions accurately to dimension sheets: 50000mm (length access road), 4000mm (width), 150mm (thickness), 5000000mm² (site clearance area), 20000mm (wall length), 2500mm (wall height), 300mm (wall thickness)
(Award 2 marks each)
8
Performed correct quantity calculations on dimension sheets: volume of murram for access road, area for site clearance, volume of wall for demolition
(Award 2 marks each)
6
Transferred calculated quantities to abstract paper with correct units
(Award 2 marks each)
4
Transferred quantities from abstract paper to billing sheet correctly with deductions and waste allowances
(Award 2 marks each)
4
Set up Microsoft Excel workbook correctly and entered data accurately
(Award 1 mark each)
3
Used Excel formulas correctly: auto sum, multiplication, average for rate build-up and totals
(Award 2 marks each)
6
Printed the final bill of quantities document and handed over
(Award 2 marks or zero)
2
Switched off the computer correctly
(Award 2 marks or zero)
2
Sub-Total45
PRODUCT CHECKLIST
Bill of Quantities contains item column, description column, unit column, rate column, and amount column with correct values for: access road (50m x 4m x 0.15m), site clearance (500m²), demolition wall (20m x 2.5m x 0.3m)
(Award 2 marks each)
10
Dimensions and quantities verified against the architectural plan and dimension sheets: length 50000mm, width 4000mm, thickness 150mm for access road; area 5000000mm² for site clearance; length 20000mm, height 2500mm, thickness 300mm for demolition wall
(Award 1 mark each)
5
Unit rates correctly built up for each preliminary work item based on CESMM standards
(Award 5 marks total)
5
Sub-Total20
GRAND TOTAL65
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Estimate Substructure Works for a Single-Storey Residential Building

Architecture · Level 6
Building Works Measurement Principles
PRACTICAL ASSESSMENT
TIME: 5 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Prepare detailed unit rate build-ups and quantity estimates for excavation, hard-core filling, and blinding for a substructure trench 12,000mm long, 900mm wide, and 1,200mm deep.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
CalculatorArchitectural plan (1:100 scale)
Computer with Microsoft Excel softwareDimension sheets
PrinterAbstract sheets
Billing sheets
CESMM/SMM standard measurement documents
Stationery (pens, rulers, erasers)
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Architectural plan (1:100 scale)1 per Candidate
2Dimension sheets3 sheets per Candidate
3Abstract sheets2 sheets per Candidate
4Billing sheets2 sheets per Candidate
5Calculator1 per Candidate
6Computer with Microsoft Excel software1 per Candidate
7Printer1 shared per 5 Candidates
8CESMM/SMM standard measurement documents1 set per Candidate
9Stationery (pens, rulers, erasers)1 set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Identification and Preparation
Identified and used all required documents: Architectural plan, CESMM/SMM, dimension sheets, abstract sheets, billing sheets
(Award 1 mark each)
3
Observed occupational safety and health precautions in the computer lab: Ventilation, Lighting, Sanitation
(Award 1 mark each)
3
Interpreted the architectural plan correctly for substructure dimensions
(Award 1 mark each for length, width, depth, and additional notes)
4
Transferred scaled dimensions into dimension sheets accurately: 12,000mm length, 900mm width, 1,200mm depth
(Award 2 marks each)
6
Calculated quantities for excavation, hard-core filling, and blinding on abstract sheets
(Award 2 marks each for excavation volume, hard-core volume, blinding volume)
6
Transferred calculated quantities from abstract sheets to billing sheets with appropriate units
(Award 2 marks each for correct volume and unit entries)
4
Set up Microsoft Excel workbook correctly for the project with appropriate columns
(Award 2 marks for correct setup)
2
Keyed data accurately from billing sheets into Microsoft Excel
(Award 3 marks for accuracy)
3
Used Excel formulas correctly to verify quantities: AutoSum, multiplication, average
(Award 2 marks each)
6
Printed the Bill of Quantities document and handed it over properly
(Award 2 marks or zero)
2
Switched off the computer correctly
(Award 3 marks for correct shutdown procedure)
3
Sub-Total42
PRODUCT CHECKLIST
Bill of Quantities contains: Item column, Description column, Unit column, Rate column, Amount column
(Award 1 mark each)
4
Quantities match the architectural plan and dimension sheet measurements: Length 12,000mm, Width 900mm, Depth 1,200mm
(Award 1 mark each)
3
Unit rate build-ups are detailed and correctly calculated for excavation, hard-core filling, and blinding
(Award 5 marks for completeness and accuracy)
5
Sub-Total12
GRAND TOTAL54
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
🔒

Free: practical guides, quick cards, workplace scenarios and more.

Create a free account
🔒Estimate walling works for a 10m x 7.5m superstructure wallPractical 3
🔒Estimate quantities and prepare unit rate build-ups for a concrete footing 2000mm x 600mm x 400mmPractical 4
🔒Estimate Superstructure Works Including Doors, Windows and RoofingPractical 5
🔒Estimate finishing works for internal plastering and floor tilingPractical 6
🔒Estimate Unit Rates and Quantities for External Site WorksPractical 7
🔒Prepare Bill of Quantities for a Single-Storey Residential Walling and Floor SlabPractical 8
🔒Perform squaring measurements on a 10m x 7.5m rectangular foundation layoutPractical 9
🔒Abstract Quantities from a Single-Storey Residential Walling PlanPractical 10
🔒Prepare billing documents for a single-storey residential walling projectPractical 11
🔒Estimate excavation and site clearance for a single-storey residential foundationPractical 12
🔒Estimate quantities for door and window wall openingsPractical 13
🔒Estimate drainage and paving external works for a residential plotPractical 14
🔒Estimate Landscaping External Works Around Building SitePractical 15
Flashcards 20 cards Study deck ▾
Question
1

↻ Tap card to reveal answer
🔒

18 more in this section.

Create a free account
Test Yourself 17 questions Start quiz ▾
0%
0 / 2
🔒

15 more in this section.

Create a free account
Am I competent?

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

  • Correctly build up the unit rate for construction preliminary work by following the proper procedures.
  • Accurately calculate the unit rate for substructure work using the correct methods.
  • Properly determine the unit rate for superstructure work by applying the right procedures.
  • Correctly establish the unit rate for external work according to industry standards.
  • Prepare a complete and accurate bill of quantities by following the correct procedures.

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.