Lecture 10 – Specifications for Building Works
Definitions
- Specification: detailed description of how something should be done or made.
- Cambridge: “A detailed description of how something should be done, made, etc.”
- Merriam-Webster: “A detailed description of work to be done or materials to be used in a project: an instruction that says exactly how to do or make something.”
- BusinessDictionary: “Exact statement of the particular needs to be satisfied, or essential characteristics that a customer requires … and which a vendor must deliver.”
- CIOB / Designing Buildings Wiki definition:
- Describes materials and workmanship required.
- Excludes cost, quantity, drawn information.
- Must be read with quantities, schedules, drawings.
- Range: performance (open) ↔︎ prescriptive (closed).
Types of Specifications
- Open / Performance Specifications
- Further design work required.
- Greater scope for supplier innovation.
- Suitable for straightforward & well-known building types.
- Closed / Prescriptive Specifications
- Design already complete.
- Client gains greater certainty on end-product.
- Used for specific or specialist products.
- Most projects combine both types.
Responsibility for Specifying
- Possible authors:
- Client (may procure certain products competitively).
- Consultant (experience with particular products).
- Contractor (buildability considerations).
- Specification development runs in parallel with design.
- Two main parts: Products & Workmanship.
- Should be structured by work packages.
Functions of Specifications
- Information system that:
- Describes requirements & intent of works.
- Referenced by tenderers for pricing.
- Serves as supervising document on site.
- Records quality of materials & workmanship where drawings insufficient.
- Vital in Contracts without Quantities; supplemental to Bills of Quantities (BQ) in Contracts with Quantities.
Specification Principles
- Draw what can be shown; schedule/specify the rest.
- Avoid duplicating drawings within specs.
Core Contents
- Materials descriptions (bricks, cement, sand, timber, etc.).
- Workmanship quality (e.g.
- Concrete mix proportions).
- Description of work locations/types (mass concrete vs RC, etc.).
- Sizes & positions of lintels, timbers, finishes.
- Exact construction methodology.
Preparing Specifications
- Architect/designer must convey intent precisely; remove vagueness.
- Essential practices:
- Know practical construction.
- Visualise the work.
- Think like an estimator so no doubts remain.
- Remember role as client’s agent regarding expenditure.
Requirements of a Good Specification
- Correct formatting.
- Language clear, concise, explicit, free of irrelevant matter.
- Use universally-accepted technical terms.
- Internal consistency.
- Completeness—omit nothing.
Users of Specifications
- Contractor, Estimator, Site Agent: pricing, procurement, construction.
- Architect & site representatives: submission approvals, supervision.
- Quantity Surveyor: cost estimates, BQ preparation.
- Engineers (C&S, M&E) & resident staff.
Specification Writers – Qualifications & Candidates
- Need familiarity with project & design philosophy.
- Editorial, technical, contractual expertise.
- Availability & willingness.
- Likely writers: Architect, Architect’s assistant, Quantity Surveyor, Engineers, Specialist suppliers.
Origin of Specifications in Malaysian Contracts
- Example: PAM Contract 2006 (Without Quantities)
- Contract Documents include: Letter of Award, Articles, Conditions, Drawings, Contract Bills (with Preambles & Specification), etc.
- Contract Bills list: Instructions to Tenderers, Conditions of Tendering, Form of Tender, Preliminaries, Preambles & Specification, Schedule of Rates, etc.
Malaysian Standard Specifications (JKR)
- "Standard Specifications for Building Works" (2005 Ed.)
- Sections A–N covering Preliminaries, Piling, Excavation, Concrete, Brickwork, Drainage, Roofing, Carpentry & Joinery, Structural Steel & Metal Works, etc.
- Example extract – Section D: Concrete Works
- Cement options: Ordinary, Rapid Hardening, Sulphate Resisting, Pulverized-Fuel Ash, Slag.
- Certificates of test required; additional lab tests for suspect batches.
- Target mean strength:
\text{Target} \ge \text{Grade} + 1.64\sigma
with minimum margins 2.5\text{ N/mm}^2 (Grade 15) or 3.75\text{ N/mm}^2 (Grade 20+) using 100-batch data; higher minima with 40-batch data.
Case Study – Hot-Dip Galvanised Steel (Roof Steel Structure)
- Process: pass steel through molten zinc at 460\,^{\circ}\text{C} (≈860\,^{\circ}\text{F}).
- Benefits: rust resistance; spangled surface; critical for coastal areas.
- EN ISO 1461:1999 coating weights (minimum averages):
- Thickness ≥ 6\,\text{mm}: 610\,\text{g/m}^2 (≈85\,\mu\text{m}).
- 3–6\,\text{mm}: 505\,\text{g/m}^2 (≈70\,\mu\text{m}).
- 1.5–3\,\text{mm}: 395\,\text{g/m}^2 (≈55\,\mu\text{m}).
- Atmospheric durability depends on contaminants, chlorides, climate.
- Industry references: Galvanizers Association of Australia, UK, Asia.
Drawing & BQ Integration (Project Example – RMN Culinary Building, Lumut)
- Drawings to carry the note: “All steelwork for roof steel structure – to be hot-dip galvanised.”
- Bill of Quantities likewise to state hot-dip galvanising requirement.
- Sample BQ item: Design, erect & complete prefabricated galvanised roof trusses (≈942\,\text{m}^2 including purlins, rafters, I-beams, fasteners, anti-rust paint, etc.).
- Conform to JKR 20600-0019-99 and BS 5950.
- Materials: H-Sections, channels, plates per JIS G3192, etc.
- Contractor’s design submission requirements: design plan, verification, software validation, transport method statement, design review report.
- Workmanship: welding per BS 5135/4570; independent welding inspection (SIRIM/CIDB certified).
- Protective treatment: Section 10 – cleaning, coating, galvanising.
- Galvanising per BS 729 (superseded by BS EN ISO 1461 : 2009).
- Touch-ups allowed for areas within 10\,\text{mm} of intact coating; min. repaired thickness 100\,\mu\text{m} unless agreed otherwise.
- Fire protection materials must meet \text{BS 476} tests & be endorsed by Jabatan Bomba.
Contract vs Specification
- Building Contract Types:
- With Quantities (BQ-based)
- Contractor prices from BQ; may rely less on drawings.
- BQ must be fully detailed & specified.
- Without Quantities (Specification + Drawings)
- Lump-sum bid based on detailed spec & drawings.
- Provisional allowances may cover unforeseen items.
- Suitable for smaller projects & extensions.
Pros & Cons – Contract Without Quantities
- Advantages
- Firm lump-sum price; avoids client risk of BQ errors.
- Can incorporate design-and-build or performance specs.
- Disadvantages
- Design must be advanced → later site start.
- Less cost control when variations occur (no defined measurement system).
- Tenders harder to compare; each contractor measures & prices risk differently.
- Consequences of incomplete drawings/specs
- Tenderers may refuse or price high for uncertainty.
- Higher likelihood of disputes & variations (>15\% VO indicates poor practice).
- Potential additional client cost and contractual conflict (Willis & Willis 1997).
Ethical & Practical Implications
- Clear, complete specs reduce contractual disputes and protect client interests.
- Integration with BIM, CAWS, BoQ enhances coordination.
- Encourages industry innovation (open specs) while ensuring safety & performance (closed specs).
Key Standards & References Mentioned
- JKR “Standard Specifications for Building Works” (2005).
- JKR Standard Specification for Structural Steelwork No. 20600-0019-99.
- BS 5950 (Structural steel design).
- BS 5135, BS 4570 (Welding).
- BS 729, BS EN ISO 1461:2009 (Hot-dip galvanising).
- BS 476 (Fire testing).
- CAWS, Bill of Quantities, BIM guidance.
Summary
- Specifications articulate the qualitative essence of building works—materials, workmanship, performance—complementing drawings, quantities, and contracts.
- Their accuracy, clarity, and completeness critically influence pricing, construction quality, legal compliance, and project success.