By the end of this chapter, you will be able to:
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.
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.
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.
The unit rate for access roads includes multiple cost components that must be carefully quantified to reflect site realities:
Several local conditions impact the cost structure for access roads:
Developing unit rates follows a systematic approach:
Access roads often require maintenance to remain passable throughout construction. The unit rate should factor in:
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.
Site clearance encompasses the following elements:
Several factors determine the cost intensity of site clearance:
Estimating unit rates involves:
Proper site clearance respects environmental and community concerns:
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.
Different demolition methods affect unit rates:
Demolition unit rates include:
Demolition work must comply with Kenyan laws and standards:
Accurate demolition costing follows these steps:
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Create a free accountThis 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.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Computer with Microsoft Excel software | Bill paper |
| Calculator | CESMM Abstract Paper |
| Printer | Dimension sheets |
| Billing sheets | |
| Architectural plan for preliminary works | |
| Stationery (pen, ruler, eraser) |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Bill paper | 1 sheet per Candidate |
| 2 | CESMM Abstract Paper | 1 sheet per Candidate |
| 3 | Dimension sheets | 2 sheets per Candidate |
| 4 | Billing sheets | 1 sheet per Candidate |
| 5 | Architectural plan for preliminary works | 1 set per Candidate |
| 6 | Computer with Microsoft Excel software | 1 per Candidate |
| 7 | Calculator | 1 per Candidate |
| 8 | Printer with paper | Shared per 5 Candidates |
| 9 | Stationery (pen, ruler, eraser) | 1 set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| 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-Total | 45 | ||
| 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-Total | 20 | ||
| GRAND TOTAL | 65 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Calculator | Architectural plan (1:100 scale) |
| Computer with Microsoft Excel software | Dimension sheets |
| Printer | Abstract sheets |
| Billing sheets | |
| CESMM/SMM standard measurement documents | |
| Stationery (pens, rulers, erasers) |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Architectural plan (1:100 scale) | 1 per Candidate |
| 2 | Dimension sheets | 3 sheets per Candidate |
| 3 | Abstract sheets | 2 sheets per Candidate |
| 4 | Billing sheets | 2 sheets per Candidate |
| 5 | Calculator | 1 per Candidate |
| 6 | Computer with Microsoft Excel software | 1 per Candidate |
| 7 | Printer | 1 shared per 5 Candidates |
| 8 | CESMM/SMM standard measurement documents | 1 set per Candidate |
| 9 | Stationery (pens, rulers, erasers) | 1 set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| 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-Total | 42 | ||
| 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-Total | 12 | ||
| GRAND TOTAL | 54 | ||
At the start of this chapter we promised you would be able to:
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