Quantity Survey  ·  Level 6
Building Temporary Works
Chapter 4: Erect and dismantle building shores
📚 8 Topics
⚑ What you will be able to do

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

  • Select the correct type of shore based on the specific nature of the building work.
  • Choose shoring materials that meet all construction rules and regulations.
  • Select, fit, and use personal protective equipment correctly to stay safe on site.
  • Erect shoring safely and accurately according to site conditions and building regulations.
  • Dismantle shoring carefully following site procedures and important structural safety requirements.

Mastering these skills ensures you can support building structures safely and effectively, keeping everyone on site protected and the project running smoothly.

Building shores are essential temporary structures that provide support to walls, slabs, and other building elements during construction, ensuring safety and stability. In the role of a quantity surveyor in Kenya, understanding the foundation types for shores is critical for accurate cost estimation, planning, and risk management. Foundations for shores must be selected and designed to suit the soil conditions, load characteristics, and site constraints to prevent settlement or failure. This chapter begins with a comprehensive examination of the various types of foundations used for building shores, focusing on their application, advantages, and considerations in the Kenyan construction environment.

4.1 Types of Foundations

Foundations serve as the interface between the building shores and the ground, distributing loads safely to prevent structural failure or excessive settlement. In Kenya, variable soil conditions ranging from expansive clays in Nairobi to rocky terrains in Rift Valley require careful foundation selection for shores. Quantity surveyors must understand these foundation types to prepare accurate bills of quantities and advise on cost-effective and safe temporary works solutions. The following subtopics explore the primary foundation types used for building shores, their characteristics, and practical relevance.

4.1.1 Shallow Foundations for Building Shores

Shallow foundations are those constructed near the ground surface, typically within a depth equal to or less than their width. They are widely used for shores supporting light to moderate loads in firm soil conditions commonly found in urban areas like Mombasa and Kisumu. The choice of shallow foundation depends on soil bearing capacity, water table level, and the load from the building shore system.

Characteristics and Suitability of Shallow Foundations

  • Load Distribution: Shallow foundations spread the load over a broad area near the surface, reducing pressure on the soil. This prevents excessive settlement especially when supporting lightweight shores.
  • Cost-Effectiveness: Compared to deep foundations, shallow foundations are less expensive and quicker to construct, benefiting projects with tight budgets such as county government offices.
  • Types of Shallow Foundations: Common types include strip footings, pad footings, and raft foundations, each suitable for different shore configurations and load intensities.
  • Soil Conditions: Best suited for soils with adequate bearing capacity within 1.5 to 3 meters depth, such as well-compacted sandy or gravelly soils found in Nairobi’s upper zones.
  • Limitations: Shallow foundations are not advisable in highly expansive clays or areas with high groundwater levels, as these conditions can cause differential settlement and instability.

In practice, a quantity surveyor working on a hotel renovation in Nakuru would specify pad footings under shores where the soil profile is firm, balancing cost and structural safety.

Suitability of Shallow Foundations

  • Urban Construction Projects: Shallow foundations are particularly suitable for urban construction projects in cities like Nairobi and Mombasa, where soil investigations confirm adequate bearing capacity within the upper soil layers. For example, county government office buildings often utilize strip or pad footings due to predictable soil conditions and moderate loads.
  • Low to Moderate Load Structures: These foundations are ideal for supporting temporary works with light to moderate loads, such as shoring for residential developments or small retail outlets. In Kisumu, timber shores for slab support often rest on shallow foundations because the imposed loads are within safe limits for the local soils.
  • Sites with Low Water Table: Shallow foundations are best suited for areas where the water table is low, reducing the risk of water-related soil instability. For instance, in Eldoret, where groundwater is not a major concern, shallow foundations are commonly used for temporary works.
  • Projects with Tight Schedules: Because shallow foundations are quick to construct, they are suitable for projects with tight timelines, such as emergency hospital expansions in Nakuru, where rapid shore installation is required to maintain progress.
  • Sites with Minimal Underground Obstructions: Shallow foundations are advantageous where there are few underground utilities or obstructions, minimizing the risk of service disruptions. For example, in new developments on the outskirts of Nairobi, shallow foundations can be installed without extensive relocation of underground services.

4.1.2 Deep Foundations for Building Shores

Deep foundations transfer loads from building shores to deeper, more stable soil strata or rock layers when surface soils are weak or compressible. These foundations are critical in areas with poor topsoil or where heavy loads are imposed, such as multi-storey building sites in Nairobi’s CBD.

Types and Applications of Deep Foundations

  • Pile Foundations: Vertical elements driven or bored into the ground to support shores where shallow foundations are inadequate. Common types include timber piles, concrete piles, and steel piles.
  • Caissons: Large-diameter drilled shafts filled with concrete, used where very heavy loads must be supported and access is limited.
  • Load Transfer Mechanism: Deep foundations bypass weak surface soils, transferring loads to firmer layers, ensuring stability for temporary works.
  • Suitability: Ideal for shores supporting heavy formwork or scaffolding in soft clay soils found near Lake Victoria basin.
  • Cost and Time: More expensive and time-consuming than shallow foundations, requiring specialized equipment and skilled labor, factors quantity surveyors must incorporate in budgeting.

4.1.3 Proprietary and Adjustable Foundation Systems for Shores

Modern construction projects in Kenya increasingly adopt proprietary foundation systems designed for temporary works, offering adjustability and ease of installation. These systems enhance efficiency and safety, particularly in urban settings with limited space.

Features and Benefits of Proprietary Systems

  • Adjustability: Systems such as screw jacks and adjustable base plates allow precise leveling and load distribution, accommodating uneven ground conditions common in informal settlements.
  • Modularity: Components are prefabricated and standardized, facilitating rapid assembly and dismantling, reducing labor costs on projects like university expansions.
  • Load Capacity: Designed to support specific load ranges, ensuring shores remain stable under variable construction loads.
  • Compatibility: Can be combined with shallow or deep foundations, providing flexibility in foundation design.
  • Safety Enhancements: Incorporate features to prevent slipping or movement, critical for shores supporting fragile structures at Nairobi County government offices.

Quantity surveyors must evaluate these systems’ upfront costs against time savings and safety benefits when preparing project estimates.

4.1.4 Considerations for Foundation Selection in Kenyan Construction Sites

Selecting the appropriate foundation type for building shores depends on multiple factors that must be weighed carefully by quantity surveyors during project planning and cost estimation.

Key Factors Influencing Foundation Choice

  • Soil Investigation Results: Comprehensive geotechnical surveys determine soil bearing capacity, moisture content, and depth of firm strata, guiding foundation type selection.
  • Load Characteristics: The magnitude and duration of loads from shores and supported structures affect foundation design, with heavier loads requiring more robust foundations.
  • Site Accessibility: Remote or congested sites may limit the use of deep foundations or heavy equipment, favoring shallow or proprietary systems.
  • Environmental Conditions: Presence of groundwater, seasonal rainfall, and risk of erosion influence foundation stability and construction methods.
  • Budget and Schedule Constraints: Quantity surveyors balance foundation costs with project timelines, opting for solutions that meet safety requirements without inflating budgets unnecessarily.

Practice Questions

  1. Explain the main differences between shallow and deep foundations used for building shores in Kenyan construction sites. (10 marks)

  2. Describe five factors that a quantity surveyor should consider when selecting a foundation type for building shores. (10 marks)

  3. Discuss the advantages of using proprietary foundation systems for shores in urban construction projects. (10 marks)

  4. Calculate the load capacity required for a pad footing supporting a building shore with a total load of 15 kN, given the soil bearing capacity is 150 kN/m². (10 marks)

Formula: Area = Load / Soil Bearing Capacity
Substitution: Area = 15 kN / 150 kN/m²
Calculation: Area = 0.1 m²
Result: The pad footing should have a minimum area of 0.1 m² to safely support the load.

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🔒4.2 Types of shores assignment

In the Kenyan construction industry, quantity surveyors play a crucial role in planning and managing building temporary works such as shores. Shores are temporary supports used during construction to bear loads and stabilize structures until permanent elements…

🔒4.3 Shoring materials

Shoring materials vary widely depending on the load requirements, site conditions, and project duration. Quantity Surveyors must be familiar with the common materials used in Kenya to advise on cost-effective and safe solutions. Timber is the most traditional…

🔒4.4 Shores Connection Methods

In the context of quantity surveying within Kenya’s construction industry, understanding shores connection methods is critical for accurate cost estimation, risk assessment, and contract management. Shores are temporary structural supports used during building…

🔒4.5 Construction Laws

In Kenya, the erection and dismantling of building shores must comply with a host of construction laws and regulations designed to safeguard workers, the public, and the environment. Quantity surveyors play a crucial role in ensuring that temporary works adher…

🔒4.6 Local authority guidelines

In Kenya, adherence to local authority guidelines is critical when erecting and dismantling building shores. These regulations ensure safety, legal compliance, and environmental protection, which are paramount to successful project delivery. Quantity surveyors…

🔒4.7 Shoring Construction and Erection

In the Kenyan construction industry, particularly within Quantity Surveying practice, shoring plays a critical role in ensuring the safety and stability of structures during temporary works phases. Proper construction and erection of building shores prevent st…

🔒4.8 Shoring Dismantling

In the context of quantity surveying in Kenya, the dismantling of building shores is a critical phase that demands precise planning and execution. Shores provide temporary support during construction, and their removal must not compromise the structural integr…

Chapter Summary

This chapter covered the essential aspects of erecting and dismantling building shores, starting with the various types of foundations that provide the base support for temporary works. It then explored the different types of shores assignments, highlighting their specific roles in supporting structures during construction. The chapter detailed common shoring materials used in the industry, emphasizing their properties and suitability for different tasks. Methods for connecting shores were examined to ensure stability and safety during use. Legal requirements were addressed through construction laws that govern safe practices in temporary works. Local authority guidelines were discussed to align shoring activities with regulatory standards. Practical procedures for shoring construction and erection were outlined, focusing on correct installation techniques. Finally, the chapter explained the safe dismantling of shores to prevent accidents and maintain site safety.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Identify five common types of foundations used in building construction and briefly explain their suitability for different soil conditions. (10 marks)
  2. Which type of shore is most appropriate for supporting a deep excavation in a sandy soil environment?
    a) Raking shore
    b) Flying shore
    c) Dead shore
    d) Trench shore (2 marks)
🔒20 more in this section.

Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Describe four common types of foundations used in temporary works for building projects in Nairobi and explain their suitability in terms of soil conditions. (4 marks)
  2. Identify and explain four types of shores assignments typically required in shoring operations for multi-storey buildings. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Identify and select appropriate foundation types for building shores

Quantity Survey · Level 6
Building Temporary Works
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 select suitable foundation types for shores with foundations sized approximately 500mm x 500mm x 300mm depth as per the site conditions shown in the working drawing.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Measuring Tape (5m)Nails 2" (50 mm)
Spirit LevelLime/Cement
Builder's SquareReinforcement Bars (R6)
Plumb BobBinding Wire
HammerSand
ShovelBallast
Cutting Tool / PliersTimber Boards 25 mm thick
Trowel and Float SetWater
Wheelbarrow
Compaction Rod
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Measuring Tape (5m)1 Pc per Candidate
2Spirit Level1 Pc per Candidate
3Builder's Square1 Pc per Candidate
4Plumb Bob1 Pc per Candidate
5Hammer1 Pc per 4 Candidates
6Shovel1 Pc per 4 Candidates
7Cutting Tool / Pliers1 Pc per Candidate
8Trowel and Float Set1 Set per 4 Candidates
9Wheelbarrow1 Pc per 4 Candidates
10Compaction Rod1 Pc per 4 Candidates
11Nails 2" (50 mm)Sufficient per Candidate
12Lime/CementSufficient per Candidate
13Reinforcement Bars (R6)1 Full length piece per Candidate
14Binding Wire1 kg per Candidate
15SandSufficient per Candidate
16BallastSufficient per Candidate
17Timber Boards 25 mm thick8 m length per Candidate
18WaterSufficient per Candidate
19Pen1 Pc per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: PROCESS OBSERVATION
Used appropriate PPEs including helmet, safety boots, and reflective jacket
(Award 1 mark for each correct PPE used)
3
Assembled required tools and materials correctly for foundation selection
(Award 1 mark for each correctly assembled tool/material up to 3)
3
Prepared and cleared site area sufficiently for foundation layout
(Award 2 marks for complete and accurate site preparation)
2
Set out foundation layout accurately using measuring tape and builder's square
(Award 1 mark for each accurately set out side up to 4)
4
Used spirit level and plumb bob to check verticality and levelness of foundation base
(Award 1 mark for each correct use of leveling tools)
3
Selected foundation type appropriately based on site soil and shore load requirements
(Award up to 5 marks for correct selection with explanation)
5
Marked foundation positions clearly on ground using lime
(Award 2 marks for clear and accurate marking)
2
Cleaned and stored tools and equipment properly after completing the task
(Award 2 marks for proper cleaning and storage)
2
Sub-Total24
PRODUCT CHECKLIST
Foundation base dimensions approximately 500mm x 500mm with depth 300mm ±50mm tolerance
(Award 4 marks for dimension accuracy within tolerance)
4
Foundation layout is square with correct diagonal measurements
(Award 3 marks for correct squareness and diagonal accuracy)
3
Foundation base level and plumb within ±10 mm tolerance
(Award 3 marks for correct level and plumb)
3
Selected foundation type matches shore load and soil conditions as per site requirements
(Award 5 marks for appropriate foundation type selection matching site conditions)
5
Overall neatness and clarity of foundation marking and preparation
(Award 3 marks for neat and careful work)
3
Sub-Total18
GRAND TOTAL42
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Select and Prepare Shoring Materials for Building Shores

Quantity Survey · Level 6
Building Temporary Works
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Select, inspect, and prepare timber boards 50mm x 100mm x 3m and timber posts 75mm x 75mm x 3m for erecting building shores.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Measuring Tape (5m)Timber Boards 50mm x 100mm x 3m
Spirit Level (600mm)Timber Posts 75mm x 75mm x 3m
HammerNails 3" (75mm)
Hand SawBinding Wire 1.5mm
Pliers
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Measuring Tape (5m)1 Pc per Candidate
2Spirit Level (600mm)1 Pc per Candidate
3Hammer1 Pc per 4 Candidates
4Hand Saw1 Pc per Candidate
5Pliers1 Pc per Candidate
6Nails 3" (75mm)Sufficient per Candidate
7Timber Boards 50mm x 100mm x 3m4 Pcs per Candidate
8Timber Posts 75mm x 75mm x 3m4 Pcs per Candidate
9Binding Wire 1.5mm2 kg per Candidate
10Safety Helmet1 Pc per Candidate
11Safety Boots1 Pair per Candidate
12Reflective Safety Vest1 Pc per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: MATERIAL SELECTION AND PREPARATION
Used appropriate PPE including helmet, boots, and reflective vest
(Award 1 mark for each PPE worn correctly)
3
Assembled all required tools and materials before starting
(Award 0.5 marks for each of 4 tools/materials assembled)
2
Inspected timber boards and posts for defects such as knots, splits, and warping
(Award 1 mark for each defect checked properly, total 4 marks)
4
Measured and marked timber boards and posts accurately to specified lengths (3m)
(Award 1 mark for measuring, 1 mark for marking, 1 mark for accuracy within ±10mm)
3
Cut timber boards and posts cleanly and to correct lengths
(Award 3 marks for clean, correct cuts with minimal wastage)
3
Prepared timber edges by smoothing rough surfaces and removing splinters
(Award 2 marks for neat and safe prepared surfaces)
2
Nailed timber components loosely for trial assembly
(Award 2 marks for correct nailing technique and placement)
2
Tied binding wire securely where applicable
(Award 2 marks for proper tying technique ensuring stability)
2
Cleaned and stored unused materials and tools properly after preparation
(Award 2 marks for neat and safe storage)
2
Sub-Total23
PRODUCT CHECKLIST
Timber boards and posts prepared to correct lengths (3000mm ±10mm)
(Award 3 marks for all components within tolerance)
3
Timber free from major defects affecting strength (knots, splits, warping)
(Award 3 marks for defect-free selection)
3
Cut surfaces neat and smooth without splinters or rough edges
(Award 3 marks for neat finish)
3
Trial assembly with nailed joints correctly aligned and loosely fixed
(Award 3 marks for correct alignment and secure loose fixing)
3
Binding wire tied securely without slack or loose ends
(Award 2 marks for secure wire ties)
2
Materials and tools cleaned and stored properly ensuring no damage
(Award 2 marks for neat and proper storage)
2
Sub-Total16
GRAND TOTAL39
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Demonstrate Shores Connection Methods for Building Shores 3.0m HighPractical 3
🔒Erect and Dismantle Building Shores in Compliance with Local Authority GuidelinesPractical 4
🔒Erect and Dismantle Building Shores in Compliance with Construction LawsPractical 5
🔒Erect building shores for formwork supportPractical 6
🔒Dismantle building shores safely and correctlyPractical 7
🔒Set out foundation positions for building shoresPractical 8
🔒Assemble building shores with correct geometry as per working drawingPractical 9
🔒Inspect and Maintain Building Shores for StabilityPractical 10
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Am I competent?

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

  • Select the correct type of shore based on the specific nature of the building work.
  • Choose shoring materials that meet all construction rules and regulations.
  • Select, fit, and use personal protective equipment correctly to stay safe on site.
  • Erect shoring safely and accurately according to site conditions and building regulations.
  • Dismantle shoring carefully following site procedures and important structural safety requirements.

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.