Broad-Based Black Economic Empowerment Act (B-BBEE Act)
Act 53 of 2003
Provides the empowerment-compliance context often used in public-sector supplier evaluation.
Relevant because this is a South African public-sector procurement opportunity.
Issuing Organization
Airports Company South Africa (ACSA)Location
Western Cape
Closing Date
16 Sept 2026
Documents available on tender detail page
Tender Type
Request for Proposal
Delivery Location
AIRPORT ROAD - MATROOSFONTEIN - CAPE TOWN - 8000
Organization Type
GOVERNMENT
Published
18 Aug 2026
OCDS Reference
ocds-9t57fa-165887
Construction of a new re-aligned code f runway and associated code f taxiways at cape town international airport, including all associated services and infrastructure. The project requires a principal contractor to manage all construction work and comply with stringent occupational health and safety requirements. Bidders must be prepared to meet acsa's comprehensive OHS specification, including registration with the compensation fund and submission of a site-specific health and safety plan.
Principal Contractor must be registered with the Compensation for Occupational Injury and Diseases Fund (COIDA) or an approved alternative scheme, with a valid letter of good standing provided to ACSA at least 10 days prior to commencement.
A signed mandatary agreement (OHS Act section 37.2) must be obtained from ACSA Safety Department, completed, initialled on all pages, signed and returned at least 10 days prior to commencement.
Written letters of appointment for assigned persons (e.g., Construction Manager, Construction Safety Officer, Risk Assessor) must be forwarded to ACSA at least 3 days prior to commencement.
A site-specific health and safety plan and file must be provided and maintained on site, based on ACSA's documented health and safety specifications.
All employees must have valid medical certificates of fitness issued by an occupational health practitioner.
Airside Induction Training (AIT) is required for all persons entering airside, with the course fee paid by the Principal Contractor.
The project involves a code F runway and associated taxiways, with existing electrical, electronics and IT cabling and equipment located east of the existing runway to be affected.
Date & Time
Wednesday, 16 September 2026 - 12:00
Venue
Media Room, Terminal Building, International Arrivals Corridor, Cape Town International Airport
Important: Attendance at this briefing session is mandatory. Bids from suppliers who do not attend may be disqualified.
Voluntary site inspection interested bidder are further invited for a voluntary site inspection on the 28th of august 2026. Interested bidders are required to indicate their interest in the voluntary site inspection by the 26th of august 2026. All associated costs that bidders will incur to attend the compulsory briefing session and site inspection will be for the bidders’ account. Bidders should also ensure that they complete and sign the attendance register on site.
Categories
Request for Proposal
AIRPORT ROAD - MATROOSFONTEIN - CAPE TOWN - 8000
Tenders in this industry often require registration with these bodies.
Construction Industry Development Board (CIDB) registration is mandatory for almost all public sector construction tenders. Ensure your grading matches the tender value.
Recommended Certifications
Having these can improve your winning chances: NHBRC Registration, ISO 9001:2015 (Quality Management), ISO 14001:2015 (Environmental Management), ISO 45001:2018 (Occupational Health & Safety), SACPCMP Registration, ECSA Registration
AI Document Analysis Stages
Review in progress
The information shown on this card is preliminary. Our procurement team is currently finalising the submission guidelines, evaluation criteria, technical specifications, financial requirements, and compliance sections so you have a clean, bid-ready summary to work from. Document being finalised: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf. You don’t need to refresh — this page will pick up the updated review automatically.
18 Aug
2026
Tender Published
Tender was published
16 Sept
2026
Closing Date
Tender closing date
These references help suppliers understand the public-procurement framework around this opportunity. They are generated from the tender category, issuing organisation type and procurement context.
These rules commonly apply to South African public-sector procurement.
Act 53 of 2003
Provides the empowerment-compliance context often used in public-sector supplier evaluation.
Relevant because this is a South African public-sector procurement opportunity.
Act 108 of 1996 (s217)
This is general procurement context, not legal advice. Always verify requirements in the official tender documents and issuing authority notices.
Contract Design & Build Contractor NRR Enablement Works.pdf
Airports Company South Africa (ACSA) is procuring a Design & Build Contractor for enablement works on the New Re-aligned Runway Project at Cape Town International Airport. The contract is for a 48-month period under NEC3 Engineering and Construction Contract (ECC) Main Option A with various secondary options.
Appendix A Client Safety Specification -April 2019.pdf
The Airports Company of South Africa is procuring enablement works for a new re-aligned runway project at Cape Town International Airport. The project includes construction of a functional code F runway and associated code F taxiways, together with all associated services and infrastructure.
CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf
Airports Company South Africa (ACSA) invites tenders for enablement works on the new re-aligned runway project at Cape Town International Airport for a four-year period. The contract covers construction of roads, hardstands, bulk earthworks, bulk water and sewer installation, and electrical substation construction and expansion.
Appendix B - EMPr.pdf
The Airports Company of South Africa is procuring enablement works for a new re-aligned runway project at Cape Town International Airport. The project involves the re-alignment of the existing primary runway and associated infrastructure.
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Median Estimate
R 4 345 849
Range
Based on 25 comparable awarded tenders. Companies with similar profiles typically bid near the median.
* Estimates are based on historical data and do not guarantee actual award values.
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Description
Source: Appendix A Client Safety Specification -April 2019.pdf (unknown)For
Acsa
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Health & safety specifications
Project: 0378 New Realigned Runway
Table of contents
Introduction 5
Applicable Regulations
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Client ACSA
A Principal Contractor is to be apointed to carry out the Construction of a New Realigned RunwayProject Brief
and associated works.
Project The project is located at Cape Town International Airport. The updated Master Plan for CTIA as
indicated below requires that a new runway be constructed east of the existing main runway.Location.
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In terms of the Construction Regulation 5(1) b the client, is required to compile a Health & Safety specification
for any intended project and provide such specification to any prospective contractor and designers. The
contractor, on appointment shall submit a Health & Safety plan which shall address the requirements of this
specification.
This specification objective is to ensure that the contractor(s) entering into a contract with ACSA achieve an
acceptable level of OH&S performance. This document forms an integral part of Project Information and the
contract. Principle and other contractors should make it part of any contract that they may have with their
contractors and /or suppliers.
Compliance with this document does not absolve the client from complying with minimum legal requirements
and the client remains responsible for the health & safety of his employees and those of his mandatories. ACSA
reserves the right to audit, monitor and where necessary regulate the site work activities of any principle
contractor or appointed subcontractor as per Construction Regulation 5(1) (o) and section 5 of this document.
This construction OHS specification includes the responsibilities and requirements for all Constructors/Service
Providers providing a service on a construction Site including the Site establishment areas. The practical
application and implementation of these requirements shall be discussed and negotiated by the Client, Principal
Contractor and or Contractors. The agreed requirements shall form part of the Project specific OHS plan. This
construction OHS specification does not indemnify the Service Provider from any legal liabilities /
responsibilities that are applicable to the Project. This construction sector OHS specification will not take
precedence over any act or legislation national or otherwise. This construction OHS specification will take
precedence over any Project procedures regarding OHS management on Site, unless the opposing procedure
is of a higher standard and has been accepted by the Client. Therefore, the more stringent
procedure/specification will apply.
The approved and legally binding Project Environmental Management Plan (EMP) will take precedence over
any Project or Site procedures regarding environmental management on Site. The approved and legally binding
Project Health Philosophy will take precedence over any Project or Site procedures regarding health matters
on Site.
Project Description: The envisaged basic scope is to provide a functional code F runway and
associated code F taxiways, together with all associated services and infrastructure.
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The site is located within the airport precinct, partly on the current airfield and partly on
Boundaries
newly acquired undeveloped land to the east.
Existing airfield services located to the east of the existing runway will be affected.
Existing
This includes, but not limited to, electrical, electronics and IT cabling and equipment. Services
Roads on the airfield consist of minor service roads along the perimeter fence and
Roads and
roads leading to airfield equipment. These are used by maintenance personnel. Traffic
Systems
Building and civil infrastructure that will be affected include minor airfield buildings,
Existing
roads, stormwater pipes and perimeter fencing. Structures
The definitions as listed in the OHS Act and Construction Regulations February 2014 shall apply. Therefore,
all references to the old Construction Regulations will change to the new Construction Regulations
Client Any person for whom construction work is being performed. (In terms
of this specification.
Contractor Project representative appointed as the resident
Construction Manager construction manager by the Project manager shall be responsible for
the management of the construction Site.
Construction sector OHS means a Site, activity or Project specific document of all health and
safety requirements pertaining to the associated works on a specific
construction Site, so as to ensure the health and safety of persons;
Construction OHS The document that prescribes the requirements for work to be
Specification conducted by a Service Provider in the Construction sectors. This
specification must supplement the Generic ACSA OHS Specification.
Competent person appointed in writing, who is responsible for the
Construction Supervisor
supervision of construction work.
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Any person or company who tenders to perform construction work,
any provider of services, goods or people to ACSA Sites, directly or
indirectly, and includes: Contractors, sub-Contractors,
Contractor subcontractors, hired Labour agency, suppliers, event Contractors,
consultants and Principal Contractors as traditionally defined. In
terms of this specification, Contractor also means Service Provider
and vice versa.
Means an employer appointed by the client to perform construction
Principal Contractor
work
Construction Work (Part a) – any work in connection with erection;
maintenance; alteration; renovation; repair; demolition; or dismantling
of or addition to a building or any similar structure or installation.
Construction Work (Part b) - installation; erection; dismantling or
maintenance of a fixed plant where such work includes the risk of a
person falling.
Construction work
Construction Work (Part c) - construction; maintenance; demolition;
or dismantling of: any bridge dam, canal, road, railway, runway,
sewer, or water reticulation system or any similar civil engineering
structure.
Construction Work (Part d) - moving of earth, clearing of land, making
an excavation, piling or any similar type of work
means a person who,
a) has in respect of the work or task to be performed the required
knowledge, training and experience and, where applicable,
qualifications, specific to that work or task: Provided that where
appropriate qualifications and training are registered in terms of the
Competent person
provisions of the National Qualification Framework Act, 2000 (Act
No.), those qualifications and that training must be
regarded as the required qualifications and training; and
b) is familiar with the Act and with the applicable regulations made
under the Act;
means
(a) competent person who
Designer
i.) prepares a design;
ii.) checks and approves a design; or
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iii.) arranges for any person at work under his or her control to prepare
a design
iv.) including an employee of that person where he/she is the
employer or
v.) designs temporary work, including its components,
(b) an architect or engineer contributing to, or having overall
responsibility for a design;
(c) a building services engineer designing details for fixed plant;
(d) a surveyor specifying articles or drawing up specifications;
(e) A Contractor carrying out design work as part of a design and
building project; or
(f) an interior designer, shop-fitter or landscape architect;
means equipment used to prevent persons from falling from a fall risk
position, including personal equipment, a body harness, lanyards,
Fall prevention equipment
lifelines or physical equipment such as guardrails, screens,
barricades, anchorages or similar equipment;
means equipment used to arrest a person in a fall, including personal
equipment
Fall arrest equipment
such as body harness, lanyards, deceleration devices, lifelines or
similar equipment.
means a source of or exposure to danger
Hazard
means the identification and documenting of existing or expected
hazards to the
Hazard identification health and safety of persons, which are normally associated with the
type of construction work being
executed or to be executed
means the process contemplated in paragraph10 of the
Risk assessment
specifications.
means the making of any man-made cavity, trench, pit or depression
Excavation work
formed by cutting, digging or scooping
means the application of scientific information concerning humans to
Ergonomics the design of objects, systems and the environment for human use in
order to optimize human well-being and overall system performance
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A file containing the service offering OHS Plan as contemplated by
OHS File the relevant regulation and/or Client requirements, including the
documentation necessary to provide proof of compliance.
A documented plan that addresses the practices, methodologies,
OHS Plan
actions, tools, equipment and behaviors to safely execute services.
(Construction Regulation 4)
The Principal Contractor who intends to carry out any construction work must at least 7 days before
that work is to be carried out notify the provincial director in writing in a form similar to Annexure 2 if the
intended construction work will—
(a) include excavation work;
(b) include working at a height where there is risk of falling;
(c) include the demolition of a structure; or
(d) Include the use of explosives to perform construction work.
A copy of the notification of construction work form and proof sent to the Department of Labour shall be
forwarded to the ACSA Safety Compliance Department. The contractor must ensure that the ACSA Project
Manager has signed on behalf of ACSA before forwarding the Notification of construction work to the
Department of Labour
(Construction Regulation 7)
The Principal Contractor must:
(a) Provide and demonstrate to the client a suitable, sufficiently documented and coherent site specific
health and safety plan, based on the client's documented health and safety specifications. The plan
must be applied from the date of commencement of and for the duration of the construction work
and which must be reviewed and updated by the Principal Contractor as work progresses;
(b) Open and keep on site a health and safety file, which must include all documentation required in
terms of the Act and this specification, which must be made available on request to an inspector, the
client, the client’s agent or Contractor; and
(c) On appointing any other Contractor, in order to ensure compliance with the provisions of the Act—
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i.) Provide contractors who are tendering to perform construction work for the Principal
Contractor, with the relevant sections of the health and safety specifications pertaining to the
construction work which has to be performed;
ii.) Ensure that potential contractors submitting tenders have made sufficient provision for health
and safety measures during the construction process;
iii.) Ensure that no contractor is appointed to perform construction work unless the Principal
Contractor is reasonably satisfied that the contractor that he/she intends to appoint, has the
necessary competencies and resources to perform the construction work safely;
iv.) Ensure prior to work commencing on the site that every contractor is registered and in good
standing with the compensation fund or with a licensed compensation insurer as contemplated
in the Compensation for Occupational Injuries and Diseases Act, 1993;
v.) Appoint each contractor in writing for the part of the project on the construction site;
vi.) Take reasonable steps to ensure that each contractor's health and safety plan is implemented
and maintained on the construction site;
vii.) Ensure that the periodic site audits and document verification are conducted at intervals
mutually agreed upon between the Contractor and Principal Contractor, but at least once every
30 days;
viii.) Stop any contractor from executing construction work which is not in accordance with the
client’s health and safety specifications and the Principal Contractor's health and safety plan
or which poses a threat to the health and safety of persons;
ix.) Where changes are brought about to the design and construction, make available sufficient
health and safety information and appropriate resources to the contractor to execute the work
safely; and
x.) Discuss and negotiate with the contractor the contents of the health and safety plan and must
thereafter finally approve that plan for implementation;
(d) Ensure that a copy of his or her health and safety plan, as well as the contractor's health and safety
plan is available on request to an employee, an Inspector, a Contractor, the Client or the Client's
Agent;
(e) Hand over a consolidated health and safety file to the client upon completion of the construction
work and must, in addition to the documentation include a record of all drawings, designs, materials
used and other similar information concerning the completed structure;
(f) In addition to the documentation required in the health and safety file, include and make available a
comprehensive and updated list of all the Contractors on site accountable to the Principal Contractor,
the agreements between the parties and the type of work being done; and
(g) Ensure that all his or her employees have a valid medical certificate of fitness specific to the
construction work to be performed and issued by an occupational health practitioner in the form of
Annexure 3.
The Principal Contractor must take reasonable steps to ensure co-operation between all contractors
appointed by the Principal Contractor to enable each of those contractors to comply with this specification.
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No contractor may allow or permit any employee or visitor to enter the site, unless that employee or
visitor has undergone health and safety induction training pertaining to the hazards prevalent on the site at
the time of entry and must ensure all have the necessary personal protective equipment.
The Contractor must prior to performing any construction work:
(a) Provide and demonstrate to the Principal Contractor a suitable and sufficiently documented health
and safety plan, based on the relevant sections of the client's health and safety specification. The
aforementioned plan must be applied from the date of commencement of and for the duration of the
construction work and which must be reviewed and updated by the contractor as work progresses;
(b) Open and keep on site a health and safety file, which must include all documentation required in
terms of the Act and this specification, and which must be made available on request to an Inspector,
the Client, the Client’s Agent or the Principal Contractor;
(c) Before appointing another contractor to perform construction work, be reasonably satisfied that the
contractor that he/she intends to appoint has the necessary competencies and resources to perform
the construction work safely;
(d) Co-operate with the Principal Contractor as far as is necessary ensuring all comply with the
provisions of the Act; and
(e) As far as is reasonably practicable, promptly provide the contractor with any information which might
affect the health and safety of any person at work carrying out construction work on the site, any
person who might be affected by the work of such a person at work, or which might justify a review
of the health and safety plan.
Where the contractor appoints another contractor to perform construction work, the duties determined
in section 5 of this document applies to the contractor as if he/she were the Principal Contractor.
A Contractor must at all times keep records of the health and safety induction training and such records
must be made available on request to an inspector, the client, the client’s agent or the principal
contractor.
A Contractor must ensure that all his or her employees have a valid medical certificate of fitness
specific to the construction work to be performed and issued by an occupational health practitioner in
the form of Annexure 3.
(Construction Regulation 8)
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The Principal Contractor must in writing appoint one full-time competent person as the Construction
Manager with the duty of managing all the construction work on a single site, including the duty of ensuring
Occupational Health and Safety compliance, and in the absence of the Construction Manager an alternate
must be appointed by the Principal Contractor.
The Principal Contractor must upon having considered the size of the project, in writing appoint one or
more assistant Construction Managers for different sections thereof: Provided that the designation of any
such person does not relieve the Construction Manager of any personal accountability for failing in his or her
management duties in terms of this regulation.
No Construction Manager appointed under paragraph 6 above may manage any construction work on
or in any construction site other than the site in respect of which he/she has been appointed.
A Contractor must, after consultation with the client and having considered the size of the project, the
degree of danger likely to be encountered or the accumulation of hazards or risks on the site, appoint a full-
time or part-time construction health and safety officer in writing to assist in the control of all health and safety
related aspects on the site.
No Contractor may appoint a Construction Health and Safety Officer to assist in the control of health and
safety related aspects on the site unless he/she is reasonably satisfied that the construction health and safety
officer that he/she intends to appoint has necessary competencies and resources to assist the Principal
Contractor
A Construction Manager must in writing appoint Construction Supervisors responsible for construction
activities and ensuring Occupational Health and Safety compliance on the construction site.
A Contractor must, upon having considered the size of the project, in writing appoint one or more competent
employees for different sections thereof to assist the Construction Supervisor contemplated in paragraph 6
above, and every such employee has, to the extent clearly defined by the Principal Contractor in the letter
of appointment, the same duties as the Construction Supervisor: Provided that the designation of any such
employee does not relieve the Construction Supervisor of any personal accountability for failing in his or her
supervisory duties in terms of this section in the specification..
No Construction Supervisor appointed under paragraph 6 above may supervise any construction work
on or in any construction site other than the site in respect of which he/she has been appointed: Provided
that if a sufficient number of competent employees have been appropriately designated on all the relevant
construction sites, the appointed Construction Supervisor may supervise more than one site.
The Principal Contractor(s) must ensure that ACSA is provided with a valid letter of good standing, including
a registration number with the Compensation for Occupational Injury and Diseases Fund or an alternative
scheme approved in writing by the Commissioner to the COID Fund, at least 10 days prior commencement
of construction work. It must remain the Principal Contractor’s responsibility to furnish ACSA with a valid
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letter of good standing or keep a copy available for perusal by a Client, Client Representatives or any other
person authorised thereto.
A duly signed mandatary form also referred to as ‘OHS Act section 37.2’ must be obtained from ACSA Safety
Department. It must be completed thoroughly, initialed on all pages, signed accordingly and returned to
ACSA by the Principal Contractor at least 10 days prior to commencement of construction work. The Principal
Contractor must ensure that all its contractors have completed a similar document and a proof of such signed
documents is submitted to ACSA for reference purposes.
Applicable regulations
A written letter of appointment must be forwarded to ACSA duly signed by responsible persons at least 3
days prior commencement of construction work for the following duties: (Further appointments could
become necessary as the project progresses and as per the requirements of OHS Act 85/1993)
(a) Person assigned duties in terms of the 16.2 appointees of the Act
(b) Construction Manager CR8(1)
(c) Assistant Construction Manager CR8(2) - where applicable
(d) Full-time or part-time Construction Safety Officer CR8(5)
(e) Construction Supervisor CR8(7))
(f) Assistant Construction Supervisor CR8(8) - where applicable
(g) Risk Assessor CR9(1)
(h) Fall Protection Developer/Planner CR10(1) - where applicable
(i) Temporary Works Designer CR11(1) - where applicable
(j) Temporary Works Supervisor CR11(2) - where applicable
(k) Excavation Supervisor CR13(1)(a) - where applicable
(l) Demolition Work Supervisor and Controller CR14(1) - where applicable
(m) Scaffolding Supervisor CR16(1) - where applicable
(n) Scaffolding Team leader CR16(1) - where applicable
(o) Scaffolding Inspector CR16(1) - where applicable
(p) Scaffolding Erector CR16(1) - where applicable
(q) Suspended Platforms Supervisor CR17(1) - where applicable
(r) Rope Access Supervisor CR18(1)(a) - where applicable
(s) Rope Access Fall Protection Plan Developed (R18(2)(b) - where applicable
(t) Material Hoist Inspector CR19(8)(a) - where applicable
(u) Bulk Mixing Plant Supervisor CR20(1) - where applicable
(v) Explosive Actuated Fastening Devise Operator CR21(2)(b) - where applicable
(w) Explosive Actuated Fastening Device Controller CR21(2)(g)(i) - where applicable
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(x) Construction Vehicles and Mobile Plant Operator CR23(1)(d)(i) - where applicable
(y) Temporary Electrical Installations Controller CR24(c) - where applicable
(z) Portable Electrical Equipment Supervisor CR24(d) - where applicable
(aa) Fire Equipment Inspector CR29(h) - where applicable
(bb) First Aider GSR3(4) - where applicable
(cc) Stacking Supervisor (CR28(a)) (GSR2(a)
(dd) Competent Person in Confined Space Entry GSR5(1) - where applicable
(ee) Gas Cutting/Welding Supervisor (GSR9(a) - where applicable
(ff) Ladder Supervisor and Inspector (GSR13(a) - where applicable
(gg) Lifting Machine Inspector (DMR18(7) - where applicable
(hh) Lifting Tackle Inspector (DMR18(10) (e) - where applicable
(ii) Lifting Machine Supervisor (DMR18(11) - where applicable
(jj) Supervisor of Machinery (GMR1) - where applicable
(kk) Safety Representatives (OHS Act Sec.17 - where applicable
(ll) Hazardous Chemical Substances Controller/Coordinator HCSR10 - where applicable
(mm) Incident Investigator (GAR9(2)
(nn) Blasting Supervisor (Supervision of Explosives Workplace ER12) - where applicable
The Principal Contractor must provide and demonstrate to ACSA a suitable, sufficiently documented and
coherent site-specific health and safety plan, based on ACSA’s documented health and safety specifications.
The health and safety plan must include but not limited to the following during tendering process, before
commencement of construction work and during construction:
Principal Contractor’s Health & Safety Policy
The Principal Contractor must provide a health & safety policy signed by the Chief Executive Officer (CEO)
which outlines Principal Contractor’s commitment towards health and safety
Health and Safety Organogram
The Principal Contractor must provide a health & safety organogram which outlines related appointments in
terms of the OHS Act and applicable Regulations. Contact numbers should also be provided for easy
reference.
(Construction Regulation 9)
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Every Contractor performing Construction work shall, before the commencement of any construction work
and during such work, have a Risk Assessment performed by a competent person, appointed in writing,
and the Risk Assessment shall form part of the OH&S Plan.
Each activity must define individual tasks associated with that identified activity. These and all associated
hazards must be identified and listed in the risk assessment. This ensures that critical tasks and associated
hazards are not missed.
The Risk Assessment must include:
the risks and hazards that have been identified
A Contractor must ensure that:
addressed.
person regarding any hazards
stipulated in the risk assessment before any work commences.
that result in a change to the risk profile or when an incident occurred.
N.B. A risk assessment will be performed for all unplanned work and submitted to ACSA for approval prior
to work commencing.
(Construction Regulation 7)
The Occupational Health and Safety File
The Principal Contractor will keep an Occupational Health and Safety File on site containing the
following documents (where applicable) as a minimum:
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nails)
Vehicles and Mobile Plant etc.
If any work is to be performed on Airside, the contractor must provide ACSA with an Airside Safety Plan.
On completion of the project or on completion of the contractors work each contractor must surrender
the completed OHS file to the Principal Contractor for consolidation into one “Master File”. A Principal
Contractor must hand over a consolidated health and safety file to ACSA upon completion of the
construction work and must, in addition to the documentation referred to in paragraph 5 of this document
include a record of all drawings, designs, materials used and other similar information concerning the
completed structure. (These records will then be archived by ACSA for future reference purposes)
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The Principal Contractor must ensure that Health and Safety Representative(s) is/are elected and
delegated in writing and necessary training has been provided by a competent person where there are
more than 20 employees at the work place. A proof of training certificate must be provided to ACSA.
Health and Safety Representatives must conduct monthly inspections by completing a checklist developed
by the Principal Contractor. Safety defects noted must be recorded and reported to the supervisor for
remedial action. Health and Safety Representative Inspection findings must be made available to ACSA
for reference for audits purposes.
Health and Safety Representatives and their reports must form part of the safety committee which must
meet on a monthly basis.
The Principal Contractor must hold health and safety committee meetings on site. Minutes of such
meetings and action taken by management must be kept on file and made available to ACSA for reference
purposes. Members of the committee must receive proper training and a proof of such training must be
made available.
The Committee must consider, at least, the Following Agenda:
Contractor
The Principal Contractor must ensure that ACSA Safety Department is invited to such meetings. These
meetings do not substitute for Principal Contractor’s Site meetings.
Environmental Health and Safety Induction
The Principal Contractor must conduct an induction training session prior commencement of construction
work. An attendance register must be kept in the Principal Contractor’s health and safety file.
For any construction work to be conducted on the Airside, Airside Induction training (AIT) must be attended
by all persons entering who are to enter Airside and a course fee determined by ACSA must be paid by
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the Principal Contractor. A security permit to access airside must be issued on production of proof of
attendance.
Induction Conducted by the Principal Contractor and Competent Person
A manual /copy of such training must be provided to ACSA for reference purposes. As determined by the
risk assessment. The Principal Contractor must ensure that all employees under his/her control are trained
by a competent person and a proof of such training is kept on file for reference.
Toolbox Talks
The Principal Contractor must ensure that employees attend a formal Toolbox Talk to be held at least once
a week. Toolbox Talks must cover a wide variety of topics related to health and safety. An attendance
register must be completed by employees who attended such talks. The register must indicate the topic
covered presenter, date and signatures of employees attended. Records for Toolbox Talks must be kept
in a health and safety file and be made available to ACSA for perusal.
First Aid Training
The Principal Contractor must appoint competent First Aider(s) in writing where more than 10 employees
are employed. A letter of appointment must be kept on file for reference made available to ACSA Safety.
Duly designated First Aider(s) must have attended training at an accredited institution prior commencement
of construction work and a proof of certificate be submitted to ACSA for reference.
The Principal Contractor must ensure that the first aid box(s) is/are controlled by qualified First Aider(s)
and kept fully stocked with necessary first aid contents related to the hazards and risks identified. A first
aid box(s) must be accessible, and location of such box(s) is clearly displayed on site.
The Principal Contractor must ensure that adequate fire equipment is provided in strategic places (that is,
where there is a mobile distribution board, flammable liquids, pressure equipment, confined spaces, hot
work). The Principal Contractor must ensure that such equipment is inspected by a competent person on
a monthly basis and such inspections are recorded on a register. The Principal Contractor must ensure
that all fire equipment is serviceable and person(s) have been properly trained on how to use the
equipment. A proof of such training must be provided prior commencement of construction work.
(Construction Regulation 29)
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The Principal Contractor must ensure that:
(a) all appropriate measures are taken to avoid the risk of fire;
(b) sufficient and suitable storage is provided for flammable liquids, solids and gases;
(c) smoking is prohibited and notices in this regard are prominently displayed in all places
containing readily combustible or flammable materials;
(d) in confined spaces and other places in which flammable gases, vapours or dust can cause
danger—
(i) only suitably protected electrical installations and equipment, including portable lights,
are used;
(ii) there are no flames or similar means of ignition;
(iii) there are conspicuous notices prohibiting smoking;
(iv) oily rags, waste and other substances liable to ignite are without delay removed to a
safe place; and
(v) adequate ventilation is provided;
(e) combustible materials do not accumulate on the construction site;
(f) welding, flame cutting and other hot work are done only after appropriate precautions
have been taken to reduce the risk of fire;
(g) suitable and sufficient fire-extinguishing equipment is placed at strategic locations or
as may be recommended by the Fire Chief or local authority concerned, and that such
equipment is maintained in a good working order;
(h) the fire equipment contemplated in paragraph (g) is inspected by a competent person,
who has been appointed in writing for that purpose, in the manner indicated by the
manufacturer thereof;
(i) a sufficient number of workers are trained in the use of fire- extinguishing equipment;
(j) where appropriate, suitable visual signs are provided to clearly indicate the escape
routes in the case of a fire;
(k) the means of escape is kept clear at all times;
(l) there is an effective evacuation plan providing for all—
(i) persons to be evacuated speedily without panic;
(ii) persons to be accounted for; and
(iii) plant and processes to be shut down; and
(m) a siren is installed and sounded in the event of a fire.
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The Principal Contractor must provide ACSA with an emergency plan and procedure which will include,
but not limited to emergencies such as fire, bomb threat, civil unrest, medical treatment, environmental
incidents, accidents to employees and other persons other than their employees.
Emergency procedure must be communicated to employees and a proof of such training must be kept on
file for reference. A list of emergency contact numbers must be conspicuously displayed on site for ease
reference. An evacuation plan must be displayed in strategic places.
In case of medical and/or fire emergency contact ACSA Fire & Rescue Services:
(021) 937 1211 or 1249
The Principal Contractor must provide ACSA Safety with a full record of any incidents which may occur on
site.
The Principal Contractor must ensure that all incidents/accidents (this includes near miss, first aid cases
and section 24 cases) are reported by employees immediately to the Construction Manager for further
investigation and remedial action. The Principal Contractor must ensure that all OHS Act section 24
incidents/accidents are reported to the Department of Labour immediately and preliminary investigation is
conducted by a competent person within seven days. If construction work will be finished within 3 days
after occurrence, an investigation must be conducted before such construction work is completed. Proof
of such investigation must be submitted to ACSA immediately or within 24 hours after investigation.
The Contractor shall provide a trained and suitably qualified level 2 first aider who will be dedicated to the
Project. In the absence of a Project Allocated level 3 First Aider the Contractor/Supplier Emergency
Management System shall be used.
The Principal Contractor must ensure that personal protective equipment or clothing needs analysis is
conducted and incorporated into the risk assessment. Records must be provided by the Principal
Contractor prior to the commencement of construction work. The Principal Contractor must ensure that
SABS approved personal protective equipment or clothing is provided to personnel. The Principal
Contractor must ensure that no personnel are allowed to work on site without necessary personal protective
equipment or clothing. The Principal Contractor must ensure that PPE or Clothing is kept in good working
order and clearly stipulate procedures to be followed when PPE or Clothing is lost or stolen, worn or
damaged. ACSA will remove any person from the construction site who is working without necessary
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personal protective equipment and/or clothing. Worn or tattered personal protective clothing will not be
permitted on airport premises
(Construction Regulation 10) (NOT THOUGHT TO BE APLLICABLE TO THE SCOPE OF WORK)
A pre-emptive Risk Assessment will be required for any work to be carried out above two metres from the
ground or any floor level and will be classified as "Work in Elevated Positions".
As far as is practicable, any person working in an elevated position will work from a platform, ladder or
other device that is at least as safe as if he/she is working at ground level and whilst working in this position
be wearing and using a full body harness that will be worn to prevent the person falling from the platform,
ladder or other device utilised.
This safety harness will be, as far as is possible, secured to a point away from the edge over which the
person might fall and the double lanyard must be of such a length that the person will not be able to move
over the edge.
In addition, any platform, slab, deck or surface forming an edge over which a person may fall must be fitted
with guard rails at two different heights as prescribed in SABS 085' Code of Practice for the Design,
Erection, Use and Inspection of Access Scaffolding
Workers working in elevated positions must be trained to do this safely and without risk. Proof of training
must be maintained on the contractors site safety file. Medical certificates of fitness for all employees
working in elevated positions must be available on site. This must be issued by an Occupational Health
Practitioner.
Where work on roofs are carried out, the Risk Assessment must take into account the possibility of persons
falling through fragile material, skylights, soffits and openings in the roof, steel support work trusses and
purlins so designed as to support the roof structure.
The Risk Assessments shall place specific emphasis on the placing and handling of roofing materials such
as Inverted Box Rib Sheeting (IBR sheeting) or similar materials, (including contingency safety measures),
which when exposed to windy conditions represents a serious safety hazard.
(Construction Regulation 10) (NOT THOUGHT TO BE APPLICABLE TO THE SCOPE OF WORK)
A Contractor must
(a) designate a competent person to be responsible for the preparation of a fall protection plan;
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(b) ensure that the fall protection plan contemplated above is implemented, amended where and when
necessary and maintained as required; and
(c) take steps to ensure continued adherence to the fall protection plan.
The Fall Protection Plan must include
(a) a risk assessment of all work carried out from a fall risk position and the procedures and methods
used to address all the risks identified per location;
(b) the processes for the evaluation of the employees' medical fitness necessary to work at a fall risk
position and the records thereof;
(c) a programme for the training of employees working from a fall risk position and the records thereof;
(d) the procedure addressing the inspection, testing and maintenance of all fall protection equipment;
and
(e) a rescue plan detailing the necessary procedure, personnel and suitable equipment required to affect
a rescue of a person in the event of a fall incident to ensure that the rescue procedure is implemented
immediately following the incident.
A Contractor must ensure that:
(a) The Construction Manager appointed under Construction Regulation 8(1) is in possession of the
most recently updated version of the fall protection plan.
(b) all unprotected openings in floors, edges, slabs, hatchways and stairways are adequately guarded,
fenced or barricaded or that similar means are used to safeguard any person from falling through
such openings;
(c) no person is required to work in a fall risk position, unless such work is performed safely as
contemplated in above;
(d) fall prevention and fall arrest equipment are
(i) approved as suitable and of sufficient strength for the purpose for which they are being used,
having regard to the work being carried out and the load, including any person, they are
intended to bear; and
(ii) securely attached to a structure or plant, and the structure or plant and the means of
attachment thereto are suitable and of sufficient strength and stability for the purpose of safely
supporting the equipment and any person who could fall; and
(e) fall arrest equipment is used only where it is not reasonably practicable to use fall prevention
equipment.
Where roof work is being performed on a construction site, the Contractor must ensure that, in addition
to the requirements set out above, it is indicated in the fall protection plan that:
(a) the roof work has been properly planned;
(b) the roof erectors are competent to carry out the work;
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(c) no employee is permitted to work on roofs during inclement weather conditions or if any conditions
are hazardous to the health and safety of the employee;
(d) all covers to openings and fragile material are of sufficient strength to withstand any imposed loads;
(e) suitable and sufficient platforms, coverings or other similar means of support have been provided to
be used in such a way that the weight of any person passing across or working on or from fragile
material is supported; and
(f) suitable and sufficient guard-rails, barriers and toe-boards or other similar means of protection
prevent, as far as is reasonably practicable, the fall of any person, material or equipment.
Principal Contractor / Contractor - Competency Assessment
(Construction Regulation 7)
The Principal Contractor must be reasonably satisfied that the sub-contractors he intends to appoint also
have the necessary competencies and resources to safely conduct the work they will be appointed for.
This must be established at tender stage and before appointments are made.
In order to ensure this, the Principal Contractor must demonstrate to the Client that it has a necessary
competencies and resources in place to perform the works safely
21 rope access
(Construction Regulation 18) (NOT THOUGHT TO BE APPLICABLE TO THE SCOPE OF WORK)
(1) A contractor must –
(a) Appoint a competent person in writing as a rope access supervisor with the duty of
supervising all rope access work on site, including the duty of ensuring occupational,
health and safety compliance in relation to rope access work: Provided that the
appointment does not relieve the construction manager of any personal accountability
for failing in his management duties in terms of the Construction Regulation 2014;
(b) Ensure that all rope access work on the construction site is carried out under the
supervision of a competent person; and
(c) Ensure that all rope access operators are competent and licensed to carry out their
work.
(2) No contractor may use or allow the use of rope access work unless –
(a) the design, selection and use of the equipment and anchors comply with the safety
standards incorporated for this purpose into the Construction Regulations under
Section 44 of the OHS Act.
(b) he or she is in possession of a site-specific fall protection plan developed by a
competent person applicable to the specific work and environment prior to the
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commencement of work, including records of maintenance and inspections of all
equipment used for the work.
(3) A contractor must ensure that adequate measures are in place to allow rescue procedures to commence
immediately in the event of a fall incident taking place.
(Construction Regulation 11)
The Contractor will ensure that in terms of Construction Regulation 11 the following is adhered to:
structural engineer declaring the structure to be safe for construction/demolition/renovations
work processes.
due to demolition and construction work being performed on it, or in the vicinity of it.
the structural engineer is to be consulted.
the relevant information required for the safe execution of the construction/demolition work.
The structural engineer shall carry out inspections at appropriate and sufficient intervals of the construction
work involving the design of the relevant structure to ensure compliance with the design and record the
results of these inspections in writing.
(Construction Regulation 12)
Temporary work must be carried out under the supervision of a competent person designated in writing.
Temporary works structures must be so designed, erected, supported, braced and maintained such that it
will be able to support any vertical or lateral loads that may be applied.
No load is to be imposed onto the structure that the structure is not designed to carry.
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Temporary works must be erected in accordance with the structural design drawings for that temporary
works and, if there is any uncertainty, the designer must be consulted before proceeding with the
erection/use of the temporary works.
All design drawings pertaining to the temporary works must be kept available on site.
All equipment used in the erection of temporary works must be checked by a competent person before
use.
The foundation or base upon which temporary works is erected must be able to bear the weight and keep
the structure stable.
Employees erecting temporary works must be trained in the safe work procedures for the erection, moving
and dismantling of temporary works.
Safe access/egress (and emergency escape) must be provided for workers.
A competent person must inspect temporary works structures that have been erected before, during and
after pouring of concrete or the placing of any other load and thereafter daily until the temporary works
is stripped.
The results of all inspections must be recorded in a register kept on site.
The temporary works must be left in place until the concrete has reached sufficient strength to bear its
own weight plus any additional weight that may be imposed upon it and not until the designated competent
person has authorised its stripping in writing.
Any damaged temporary works must be repaired/rectified immediately Deck panels must be secured
against displacement.
The contractor must ensure that no employee is exposed, or required to work on slippery and dangerous
surfaces.
Person’s health must be protected when use is made of solvents, oils or other similar substances.
Ensuring that the OEL (Occupational Exposure Limit) for any substances that they may be exposed to
does not exceed the legal limits and that the necessary PPE is used.
(Construction Regulation 13)
The Principal Contractor must ensure excavation work is conducted under supervision of a competent
person who has been appointed in writing. A letter of appointment must be provided to ACSA Safety prior
commencement of work. A risk assessment outlining safe work procedures to be adhered to if excavation
is more than 1.0m deep must be provided to ACSA prior commencement of work. The Principal Contractor
must ensure that no person works in an excavation which is not adequately braced or shored.
The Principal Contractor must ensure that every excavation including bracing and shoring are inspected
daily prior each shift starts and such records are kept on site for reference.
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The Principal Contractor must ensure that all precautionary measure as stipulated for confined spaces as
stated in the General Safety Regulation of OHS Act 85/1993 are complied with when entering any
excavation. The Principal Contractor must ensure that warning signs are conspicuously displayed where
excavation work involves the use of explosives and a method statement developed by a competent person
is provided to ACSA prior commencement.
The Principal Contractor must ensure that safe and convenient means of access is provided to every
excavation when required. Such access must not be further than 6m from the point where any worker
within the excavation is working.
The Principal Contractor must communicate, train and enforce safe work procedures pertaining to
excavation work to his/her employees.
(Construction Regulation 13)
The Principal Contractor must ensure that a detailed structural engineering survey is conducted by a
competent person and a method statement on the procedure to be followed is provided to ACSA Safety.
The Principal Contractor must ensure that demolition work is conducted under the supervision of a
competent person appointed in writing.
The Principal Contractor must ensure that safety precautionary measures stipulated in Asbestos
Regulations is adhered to if demolition work involves asbestos material and that asbestos work is
conducted under the supervision of a registered Asbestos Principal Contractor.
(Construction Regulation 16)
Access Scaffolding must be erected, used and maintained safely in accordance with Construction
Regulation 16 and SA Bureau of Standards Code of Practice, SANS 10085/1 entitled, "The Design,
Erection, and Use & Inspection of Access Scaffolding.
Detailed consideration must be given to all scaffolding to ensure that it is properly planned to meet the
working requirements, designed to carry the necessary loadings and maintained in a sound condition. It
must also be ensured that there is sufficient material available to erect the scaffolding properly.
Scaffolding may only be erected, altered or dismantled by a person who has the appropriate training and
experience in this type of work or under the supervision of such a person
Specific attention must be given to the appointment of Scaffolding Inspectors and Scaffolding Erectors who
shall not be the same person. The continuous inspection of scaffolding structures must be recorded on
the applicable Scaffold register.
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Tagging/Signs reflecting the status of the scaffold must be used and fixed to the structure at all times. (Safe
to use / Scaffold not Safe)
On completion of the erection, the Supplier will inspect the structure and will ensure it is in sound working
order and complies with all statutory regulations. The Supplier will then issue a Handover Certificate,
Drawings, design and specifications shall be signed by a registered professional engineer.
An inspection of the completed scaffold shall also be inspected by the registered professional engineer for
approval prior to use. Should any additional load i.e. a hoist or advertising banners be added to the scaffold
at a later stage, the professional engineer must approve the modification.
(Construction Regulation 17) (NOT THOUGHT TO BE APPLICABLE TO THE SCOPE OF WORK)
The Contractor to design, erect, use and maintain suspended platforms in accordance with the
requirements of Construction Regulation 17.
(Construction Regulation 21) (NOT THOUGHT TO BE APPLICABLE TO THE SCOPE OF WORK)
Every Explosive Powered Tools (EPT) must be:
and at a right angle (where the EPT is fitted with an intermediate piston between the charge
and the nail this requirement is waived)
who maintains a register with the findings of his inspection and the details of cleaning,
service and repairs
the cartridges in a safe/secure place inaccessible to unauthorised persons
register signed by both issuer and user and empty cartridge cases must be returned with
unspent cartridges.
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authorised as being competent to use/operate the EPT
(Construction Regulation 22) (NOT THOUGHT TO BE APPLICABLE TO THE SCOPE OF WORK)
A Crane permit must be obtained from ACSA and submitted before erection of crane.
A contractor must, in addition to compliance with the Driven Machinery Regulations, 1988 ensure that
where tower cranes are used—
(a) they are designed and erected under the supervision of a competent person;
(b) a relevant risk assessment and method statement are developed and applied;
(c) the effects of wind forces on the crane are taken into consideration and that a wind speed
device is fitted that provides the operator with an audible warning when the wind speed
exceeds the design engineer’s specification;
(d) the bases for the tower cranes and tracks for rail-mounted tower cranes are firm, level and
secured;
(e) the tower crane operators are competent to carry out the work safely; and
(f) the tower crane operators have a medical certificate of fitness to work in such an
environment, issued by an occupational health practitioner in the form of Annexure 3.
(Not thought to be applicable to the scope of work)
The Principal Contractor must ensure that all lifting equipment and tackle are inspected before use and
a monthly register is completed by a competent person. Proof of such inspections must be recorded and
kept on file for reference. The Principal Contractor must ensure that a safe working load is conspicuously
displayed on lifting equipment and tackle and service certificate is provided prior commencement of work.
The Principal Contractor must ensure operators are properly trained on how to operate the above
mentioned equipment and a proof of competency is provided prior commencement of work.
The Principal Contractor must provide information on procedures to be followed in the case of:
(a) Malfunctioning of equipment; and
(b) Discovery of a suspected defect in the equipment
The Principal Contractor must ensure that safety measures stipulated in Driven Machinery Regulation
and Construction Regulation with regard to above equipment are adhered to at all times.
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(Construction Regulation 13)
Construction Vehicles and Mobile Plant may be inspected by ACSA prior to being allowed on a project site
and suppliers of hired vehicles, plant and equipment will be required to comply with this specification as
well as the OHS Act and Regulations.
Construction Vehicles and Mobile Plant (CV & MP) to be:
unauthorised persons to be allowed to drive or operate CV & MP
declaring the operator/driver physically and psychologically fit to operate or drive CV &
MP.
MP from falling into same
MP operations.
register/log book
conditions, in addition they shall be equipped with ‘hazard warning’ lights, which must be
used whenever the CV & MP is on site.
the compartment in which any other persons are transported
the number of persons being transported
the Risk Assessments
No person may ride on a CV & MP except in a safe place provided by the manufacturer for this purpose
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Contact Information
Source: Appendix A Client Safety Specification -April 2019.pdf (unknown){"name":null,"email":null,"phone":null,"department":null,"address":"ication to any prospective contractor and designers. The"}
Evaluation Criteria
Source: Appendix A Client Safety Specification -April 2019.pdf (unknown)The Principal Contractor must be registered with the Compensation for Occupational Injury and Diseases Fund or an alternative scheme approved in writing by the Commissioner. Compliance with the Construction Regulations and the Occupational Health and Safety Act is mandatory.
Technical Specifications
Source: Appendix A Client Safety Specification -April 2019.pdf (unknown)Scope: Construction of a new re-aligned runway at Cape Town International Airport, providing a functional code F runway and associated code F taxiways, together with all associated services and infrastructure.
Site: Located within the airport precinct, partly on the current airfield and partly on newly acquired undeveloped land to the east.
Affected existing services: Electrical, electronics and IT cabling and equipment located east of the existing runway.
Affected infrastructure: Minor airfield buildings, roads, stormwater pipes and perimeter fencing.
Roads: Minor service roads along the perimeter fence and roads leading to airfield equipment, used by maintenance personnel.
Compliance Requirements
Source: Appendix A Client Safety Specification -April 2019.pdf (unknown)Registration with the Compensation for Occupational Injury and Diseases Fund (COIDA) or an approved alternative scheme, with a valid letter of good standing provided to ACSA at least 10 days prior to commencement of construction work.
Signed mandatary agreement (OHS Act section 37.2) obtained from ACSA Safety Department, completed, initialled on all pages, signed and returned at least 10 days prior to commencement.
Written letters of appointment for assigned persons (e.g., Construction Manager, Construction Safety Officer, Risk Assessor) forwarded to ACSA at least 3 days prior to commencement.
Health and safety plan and file must be provided and maintained on site.
Medical certificates of fitness for employees, issued by an occupational health practitioner, must be available.
Airside Induction Training (AIT) required for all persons entering airside, with course fee paid by the Principal Contractor.
Health & Safety
Source: Appendix A Client Safety Specification -April 2019.pdf (unknown)The Principal Contractor who intends to carry out any construction work must at least 7 days before that work is to be carried out notify the provincial director in writing in a form similar to Annexure 2 if the intended construction work will include excavation work, working at a height where there is risk of falling, demolition of a structure, or the use of explosives to perform construction work. A copy of the notification of construction work form and proof sent to the Department of Labour shall be forwarded to the ACSA Safety Compliance Department. The contractor must ensure that the ACSA Project Manager has signed on behalf of ACSA before forwarding the Notification of construction work to the Department of Labour.
Description
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)Project name and number: new re-aligned runway project at cape town international airport enablement works CTIA8322/2026/RFP
Important Dates
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)48 months upon contract signing by ACSA
Contact Information
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP){"name":"Thami Mncube","email":"[email protected]","phone":"+27 21 937 1200","department":"null","address":"Cape Town International Airport"}
Submission Guidelines
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)The Contractor shall ensure that all his Subcontractors abide by the undertakings in this clause. Returnable forms: SBD 4 (Declaration of Interest), SBD 9 (Certificate of Independent Bid Determination).
Evaluation Criteria
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)Bidder must be a registered entity capable of entering into NEC3 ECC. Must provide proof of registration with Compensation Fund or Licensed Insurer (COID Act compliance). Must have Public Liability Insurance as required. Key personnel must hold relevant professional registrations (Pr CPM, Pr CM, Pr Eng/Tech Civil, Pr Eng/Tech Elec, Quantity Surveyor registration, CHS Officer/Manager registration) and demonstrate project experience with values and completion dates. Must be registered on Central Supplier Database (CSD) and have valid tax clearance (SARS TCS/pin). Must comply with B-BBEE requirements per PPPFA.
Technical Specifications
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)CONSTRUCTION CONTRACT (ECC) Between AIRPORTS COMPANY SOUTH AFRICA SOC LIMITED Applicable at Cape Town International Airport. The works are Part C3: Description of the Works section of this contract. The boundaries of the site are Cape Town International Airport. The Site Information is in Part C4: Site Information. The Works Information is in Part C3: Scope of Work section of this contract.
Experience & Qualifications
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)Experience: *define Project 1 the Project, Project value and Project 2 completion date Project 3 Project 4
Quality Management
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)40.2 The quality policy statement and quality plan are provided within 4 weeks of the Contract Date. 41.2 The defects date is 52 weeks after Completion of the whole of the works. 43.2 The defects correction period is Two (2) weeks
Pricing Schedule
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)Part C1 Agreements & Contract Data Part C2 Pricing Data Part C3 Scope of Works Part C4 Site Information
Financial Requirements
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)Bid Bond: Form of Guarantee. Performance Bond: 10% of the contract value. Retention free amount: R0.00 (Zero Rand). Retention percentage: 5% of the Prices.
Compliance Requirements
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)Principal contractor or contractor is in good standing with the Compensation Fund or Licensed Insurer (COID Act compliance). Must have Public Liability Insurance as required. Must comply with all laws, regulations or policies relating to the prevention and combating of bribery, corruption and money laundering to which it or the Employer is subject.
Health & Safety
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)The Mandatary undertakes to comply with: INSURANCE, COMPLIANCE WITH THE OCCUPATIONAL HEALTH & SAFETY ACT
Contractual Terms
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)The Conditions of contract are selected from the NEC3 Engineering and Construction Contract, April 2013. The guarantee shall be governed by and construed in accordance with the laws of the Republic of South Africa
Section
Source: Contract Design & Build Contractor NRR Enablement Works.pdf (RFP)The assessment interval is Every four (4) weeks, on the 25th day of each successive month
Important Dates
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)Compulsory briefing session: 26 August 2026 at 10:00 AM, at ACSA Media Room, Airport Terminal Building, International Arrivals Corridor, Cape Town International Airport. Attendance is mandatory; non-attendance disqualifies the bid. Voluntary site inspection: 28 August 2026; bidders must indicate interest by 26 August 2026. Closing date for enquiries: 09 September 2026. Closing date and time: 16 September 2026 at 12:00 PM (South African Time).
Contact Information
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)Bidding procedure and technical enquiries: Thami Mncube, telephone 061 653 0462, email [email protected]. All communication during the tender period must be directed to ACSA's Supply Chain Department, not to the Principal Agent. Bidders may not contact any ACSA employee on this tender other than those listed.
Submission Guidelines
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)Bids must be delivered to the Tender Box at Reception, Ground Floor, Southern Office Block, Cape Town International Airport, by 12:00 PM on 16 September 2026. Late bids will not be accepted. Bids must be submitted on the official forms provided, not re-typed. Submit one original and one copy, each sealed in separate packages marked 'ORIGINAL' and 'COPY', with the bidder's name, contact details, reference number, and description on the outside. Also email an electronic copy to [email protected], clearly labelled in separate annexures as per the returnables schedule. Both physical and electronic submissions are mandatory; physical submission takes precedence in case of discrepancy. Failure to submit physical documents before closing time results in disqualification. The Tender Deposit Register must be completed and signed when depositing. Bids must be valid for 12 weeks (84 days) after closing. Alternative bids will not be considered. Returnable documents include: SBD 1 (Invitation to Bid), SBD 4 (Declaration of Interest), SBD 6.1 (Preference Points Claim), SBD 6.2 (Declaration for Local Production and Content), SBD 8 (Declaration of Past SCM Practices), SBD 9 (Certificate of Independent Bid Determination), Form of Offer and Acceptance, Pricing Schedules, and all other returnable schedules listed in Part T2. Proof of authority (e.g., company resolution) must accompany the signature.
Evaluation Criteria
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)Evaluation is staged: Stage 1 – responsiveness; Stage 2 – mandatory criteria (CIDB grade 7CE or higher, attendance at compulsory briefing, completed and signed Form of Offer); Stage 3 – functionality (minimum 70/100 to proceed); Stage 4 – price and preference (80/20 PPPFA system). Functionality criteria: Enablement Contractor Experience (30 points) – each reference project must be worth R9 million VAT incl. or more, in construction of roads/hardstands/bulk earthworks, installation of bulk water/sewer, or electrical substation construction/expansion; points: <2 projects=0, 2=10, 3=20, >3=30. Lead Project Construction Manager (30 points) – must be registered as Pr CPM with SACPCMP; same project value and scoring as above. Lead Civil Engineer (20 points) – must be registered as Pr Eng or Pr Tech with ECSA; each reference project must be worth R20 million VAT incl. or more; points: <2=0, 2=5, 3=10, >3=20. Lead Electrical Engineer (20 points) – must be registered as Pr Eng or Pr Tech with ECSA; each reference project must be worth R20 million VAT incl. or more; points: <2=0, 2=5, 3=10, >3=20. Price points: Ps = 80(1 - (Pt - Pmin)/Pmin). Preference points (80/20 system): B-BBEE Level 1=5, Level 2=4.5, Level 3=4, Level 4=3, Level 5=2, Level 6=0.5, Level 7=0.3, Level 8=0.1; Black youth majority-owned=5, Black women majority-owned=5, company majority owned by people with disabilities=5; non-compliant=0. Ties broken by highest specific goals points, then drawing of lots.
Technical Specifications
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)Scope: Enablement works for the new re-aligned runway project at Cape Town International Airport, for a period of four (4) years. Works include construction of roads, hardstands, or bulk earthworks; installation of bulk water and sewer; and electrical substation construction and expansion. Key personnel requirements: Lead Project Construction Manager must be registered as Pr CPM with SACPCMP; Lead Civil Engineer and Lead Electrical Engineer must be registered as Pr Eng or Pr Tech with ECSA. Proof of registration must be submitted with the bid. Project references (Form D1) must be completed fully, with contactable references (Form D2); completion certificates, appointment letters, and reference letters will not be accepted. ACSA will verify project references and professional registrations.
Financial Requirements
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)Pricing must be in South African Rand, fixed for the full duration of the contract; no contract price adjustments or foreign fluctuations. Rates and prices must include all duties, taxes (except VAT) and levies applicable 14 days before closing; VAT shown separately. Pricing schedules must be completed as per Part C2. No specific bond or guarantee amounts are stated in the document; bidders must submit securities, bonds, guarantees, policies and certificates of insurance if requested by the employer before contract formation. The employer may not provide full insurance cover; bidders should seek qualified advice.
Compliance Requirements
Source: CTIA8322 2026 RFP - NRR ENABLEMENT WORKS .pdf (RFP)CIDB contractor grading of 7CE or higher is mandatory; combined grading accepted for consortium or joint venture. Tax compliance: bidders must provide a SARS Tax Compliance Status (TCS) PIN or CSD number; each party in a consortium/JV/subcontractor must submit separate TCS PIN/CSD. B-BBEE certificate must be submitted for preference points. Foreign suppliers must complete the questionnaire; if not resident in RSA, no SARS TCS PIN required. All key personnel must be professionally registered with relevant councils (SACPCMP, ECSA). Returnable forms include SBD 4 (Declaration of Interest), SBD 6.1 (Preference Points Claim), SBD 6.2 (Declaration for Local Production and Content), SBD 8 (Declaration of Past SCM Practices), SBD 9 (Certificate of Independent Bid Determination), and proof of authority (company resolution).
Description
Source: Appendix B - EMPr.pdf (unknown)The re-alignment of the runway at Cape Town International Airport (CTIA) triggers a listed
activity in terms of the National Environmental Management Act (NEMA) regulations.
ACSA undertook a protracted Environmental Impact Assessment (EIA) and Water Use
License application process over more than 5 years to secure the necessary rights for this
development.
EIA approval was granted on the 23rd of May 2017 and is valid for 10 years. The EIA study
culminated in an extensive list of conditions for approval, which ACSA must implement to
mitigate identified environmental risks. These conditions are consolidated in an approved
Environmental Management Programme (EMP) attached as Appendix A. Bidders must
consult this document for further clarity on scope, costing and implementation
requirements. (Important to note, the EMP includes monitoring and validation criteria which
enables ACSA to demonstrate compliance to the authorities. Bidders will need to be able
to share proof that conditions of EIA approval have been met. For more information consult
Appendix A.)
The EMP mitigation measures are listed for the various life-cycle phases of the re-aligned
runway development. For the purposes of this specification, these include:
Design Phase: detailed layout, planning and design.
Construction Phase: site preparation and construction.
Monitoring Phase: environmental monitoring requirements during the construction and
operations phases.
This Environmental Specification translates the approved conditions included in the EMP,
which prospective bidders will need to cost and implement for their submissions.
Project risk mitigation during the design phase includes the following:
2.1 Permits, Licenses, Authorisations:
The contractor will need to apply for and secure any outstanding authorisations. A
review will need to be undertaken by a suitably qualified Environmental Assessment
Practitioner (EAP). These include but are not limited to water use licenses (freshwater
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specialists), heritage permits (heritage specialists), disturbance, removal, translocation
of protected plant and animal species (terrestrial ecologist).
2.2 Environmental Control Officer (ECO):
A suitably qualified and experienced ECO must be appointed to oversee the
implementation of, and compliance to the approved EMP. The appointment needs to
be made prior to the commencement of construction. The ECO will be required to
review and approve contractor method statements, monitor compliance with the EMP
by the main contractor, as well as any sub-contractors, and specialist contractors.
Compliance inspections will need to be undertaken at least monthly. The ECO will
identify areas of non-compliance and recommend corrective actions (measures) to
rectify them in consultation with ACSA and the various contractors as required, and
ensure follow-up and resolution of all non-compliances. The ECO will provide feedback
for continual improvement in environmental performance; respond to changes in
project implementation or unanticipated site activities which are not addressed in the
EMP, and which could potentially have environmental impacts, and advise ACSA, the
engineering team and contractor as required. The ECO will undertake a site closure
inspection on completion of the project. The ECO will be expected to attend project
meetings to report on and receive information that may have a bearing on emerging
environmental risks.
2.3 Freshwater Ecologist:
Since wetlands will be lost, a wetland offset needs to be agreed, formalised, and
implemented in agreement with the authorities (Department of Water and Sanitation).
Any permits / licenses and authorisations triggered by this offset will also need to be
included for costing for implementation.
2.4 Design Engineers:
2.4.1 Water Management:
Engineers need to incorporate and consider groundwater and stormwater
requirements in their design. This includes ensuring that the runway and
taxiways are elevated above the expected groundwater level, providing for sub-
surface drainage and stormwater removal systems at edges of impermeable
surfaces where impermeable geological layers are shallow, integrating the new
stormwater system into the airport’s existing stormwater systems and
amending the existing stormwater management plan, ensuring that the
stormwater system design allows for adequate stormwater retention on site, in
line with CoCT restrictions for stormwater discharged from the site, and
minimising paved and sealed surfaces to reduce stormwater runoff.
2.4.2 Fauna Management:
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P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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Design engineers need to allow for the installation of mole proof fencing around
the site, as well as a fence around the airport boundary to prevent the
movement of fauna onto the site. Current mole barriers include a 1 meter
subsurface barrier, and a sloped cap to encourage exit and discourage entry
on to the airfield.
2.4.3 Air Emissions:
In order to limit air emissions on the airside, design engineers need to
investigate limiting power and air for aircraft on aprons provided by Ground
Power Units / Auxillary Power Units (APU), and instead consider providing
utility supplied electricity.
In addition, the investigation needs to consider the utilisation of APUs for no
more 5 minutes whilst on stand, as well as on arrival and departure.
Alternatively, pilots should not be allowed to start the on-board APU while
taxiing to the gate but only when the aircraft reaches the gate.
The air emissions benefits need to be assessed, and if feasible, and agreed by
industry, implemented. Evidence needs to be provided to support decision
making and submitted to the competent authority.
2.4.4 Visual Aspects:
Design engineers are to specify for limiting lighting to essential activities and
facilities as far as possible. Any security lighting must be directed inwards and
downwards towards activities and facilities to avoid light spillage. External lights
on buildings and similar infrastructure should be fitted with reflectors (“full cut-
off” luminaires) to direct illumination downward and inward to the specific
illuminated areas.
Specifications must also be included for all project components to be painted
with non-reflective paints, varnishes etc. for surface treatments.
2.4.5 Economic Development:
Tender preparation must prioritise the employment of local people as far as
possible, and where applicable, all local construction employees are to receive
job-specific training, as required. This may be formal on-the-job mentoring /
training.
2.5 Botanical and Faunal Specialist / Ecologist:
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Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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During the design phase and before construction can start, a suitably qualified
specialist is required to oversee the search, rescue and relocation operation for
indigenous faunal and floral species, species of conservation concern, and protected
species to a suitable location, agreement to be obtained from the landowner. They
must also account for (floral) species that only emerge during specific seasons, to
avoid missing them altogether. The specialist will need to apply for and secure the
necessary permits prior to undertaking search, rescue and relocation.
2.6 Air Quality Dispersion Modelling Specialist:
A suitable specialist must develop and implement an Air Quality Monitoring Plan, which
should include a grievance mechanism and corrective actions (see Section 4 covering
Monitoring Phase).
2.7 Noise Management:
A noise management specialist must i) develop and implement a construction noise
monitoring plan in consultation with the appropriate authorities, which should include
a grievance mechanism and corrective actions (see Section 4 covering Monitoring
Phase); ii) finalise the locations of the noise monitoring points once the construction
plan and schedule are determined. The monitoring points should be located close to
the construction site access point and the nearest affected community.
The noise specialist must assess proposed flight track routings in collaboration with
the flight track designers (ATNS) to identify and model noise preferential routings and
abatement measures, thereby assisting aircraft in avoiding noise sensitive areas on
departure and arrival.
2.8 Community Liaison Specialist:
A community liaison specialist will be required to:
Communicate the construction schedule to residents (through ward councillors)
and schools located in closest proximity to the site. Specifically notify the Delft
South schools located close to the site boundary.
Maintain ongoing communication with appropriate business forums to optimise
opportunities for local businesses to participate in and benefit from the Project.
2.9 Heritage Specialist:
A heritage specialist must be appointed to record details of any structures identified on
site, such as floor plans, elevations, etc... in writing and photographically for
submission to Heritage Western Cape (HWC). The specialist will also need to make
application to HWC for a permit to destroy any structures older than 60 years old.
Tel +27 11 723 1400 Fax +27 11 453 9354
Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
ConfidenƟal
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The construction phase risks, and mitigation measures are listed under Chapter 3, of the approved Environmental Management Programme (EMP) attached as Appendix
A. The contractor will need to scope, cost and implement all environmental management
and mitigation measures.
These relate to inter alia: environmental documentation, site camp and site establishment,
dealing with complaints, vegetation clearing, fauna management, handling of construction
materials, water management, protection of archaeological and paleontological resources,
waste management, concrete / cement works, hazardous materials, fuel storage and
dispensing, noise management, dust and air quality management, traffic management,
visual aspects, fire control, ablution facilities, environmental training, response to
environmental pollution, closure and rehabilitation.
The EIA requires monitoring of environmental variables during both the construction and
operations phase to ensure compliance, and to provide assurance to both ACSA, the
authorities and stakeholders. Bidders will need to include monitoring requirements for both
construction and operations phases.
4.1 Construction Phase:
4.1.1 Air Quality Monitoring:
Install seven dust monitoring points (to be determined in consultation with the
relevant authorities), including a permanent air quality monitoring station (MP
01), as indicated in Dust Monitoring Points diagram below.
Operate the monitoring stations in an accredited manner adhering to
recognised quality assurance methods and run by a competent entity.
Undertake dust deposition and PM10 monitoring in accordance with the
National Dust Control Regulations.
Set performance targets:
o Maximum total daily dust outfall (calculated from the monthly dust fallout)
of less than 600 mg/m2 /day for residential areas;
o Maximum annual average dust fallout of less than 1,200 mg/m2 /day within
the airport site.
Tel +27 11 723 1400 Fax +27 11 453 9354
Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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Submit quarterly report to the CoCT Air Quality Management Unit and the
South African Air Quality Information System unless results indicate dust levels
exceeding the performance targets for residential areas, in which case this
should be reported immediately and appropriate mitigation measures identified.
Data must be made available in the event of public complaints or to DEA&DP
if requested.
Figure: Dust Monitoring Points
4.1.2 Noise Monitoring:
Install three noise monitoring points, located inside the airport boundary at the
locations in the region of the points indicated in the diagram Noise Monitoring
Points below.
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Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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Undertake noise monitoring using methods in accordance with the SANS
10103:2008 Code of Practice and the Western Cape Noise Control Regulations
(quarterly during construction, monthly during night construction).
Submit quarterly reports to the local authorities providing construction specific
noise levels compared to baseline noise levels and SANS District Guidelines.
In the event of noise guideline exceedances, implement appropriate site and
operation specific noise mitigation measures.
Figure: Noise Monitoring Points
Tel +27 11 723 1400 Fax +27 11 453 9354
Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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4.2 Operations Phase:
4.2.1 Air Quality Monitoring:
Bidders will need to price, spec, design, implement, commission and then hand
over a continuous air quality monitoring station to ACSA. This station must conduct
continuous monitoring of SO2, NO2, O3, CO and PM10 at the airport site at MP01.
Submit quarterly reports to the local authorities and South African Air Quality
Information Systems quarterly.
4.2.2 Noise Monitoring:
Monitor noise at the eight monitoring locations around the airport until
commencement of the operation of Runway 18-36.
Where necessary, relocate existing noise monitors to cover newly affected areas
due to changes in flight paths.
Submit quarterly noise monitoring reports to the local authorities including:
scheduled, runway split of aircraft movement, day/night ratio of movements and
average hourly movements.
The project triggers a water use activity in terms of the National Water Act. ACSA had applied
for a water use license, which was subsequently issued, however given the delays in
implementing the new realigned runway project, this license has expired. Bidders will need to
reapply for a new water use license (see above Design Phase, 2.1 Permits, Licenses,
Authorisations).
Water Use Licenses typically include a series of conditions of approval which bidders must
consider for scoping, costing and implementation during the design, construction and
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Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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operational phases of the New Realigned Runway project. In the absence of an approved
WUL, the bidder will need to first secure a new WUL before scoping and costing for the
conditions that will impact on the design, construction and operational phases of this project.
For guidance on costing and design, the following conditions were included in the expired
WUL (this should not be relied on for final costing):
Conduct an annual internal audit on compliance with the conditions of the WUL.
This shall be submitted to the Provincial Head or Responsible Authority within one 1
month of the finalization of the audit.
Conduct an independent external annual audit on compliance with the conditions
2 of the WUL.
Notices prohibiting unauthorized persons from entering water use premises must
3 be displayed.
The conditions of the WUL must be brought to the attention of all persons
(employees, sub-consultants, contractors etc.) associated with the undertaking of
4 activities and the Licensee must take such measures that are necessary to bind
such persons to the conditions of WUL.
A copy of the water use licence and supporting reports must be on site at all times
5 during construction.
A suitably qualified person/s, appointed by the Licensee must be responsible for
ensuring that the activities are undertaken in compliance with the specifications
6 as set out in reports submitted to the Department or the Provincial Head or
Responsible Authority and the conditions of the WUL.
No site activities may occur beyond the proposed site location. 7
Stormwater Management: Increased runoff due to vegetation clearance and/or
soil compaction must be managed, and steps must be taken to ensure that storm 8
water does not lead to excessive levels of silt entering the watercourse(s).
Stormwater Management: Minimise paved and sealed surfaces. 9
Stormwater Management: Storm water leaving the premises must in no way be
contaminated by any substance, whether such substance is a solid, liquid, vapour
10 or gas or a combination thereof which is produced, used, stored, dumped or
spilled on the premises.
Stormwater Management: Drainage next to the construction works must be
diverted away from the watercourse(s) to ensure that any contaminated runoff 11
does not flow directly into the watercourse(s) as a stormwater discharge.
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Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
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Stormwater Management: Appropriate measures must be implemented to avoid
or minimise damming or ponding of water, as well as soil erosion and scouring as 12
a result of increased and concentrated storm water runoff.
Structures, Construction Plant and Materials: Necessary erosion prevention
13 measures must be employed to ensure the sustainability of all structures.
Structures, Construction Plant and Materials: The height, width and length of
structures must be limited to the minimum dimension necessary to accomplish 14
the intended function.
Structures, Construction Plant and Materials: During construction erosion berms
15 should be installed to prevent gully formation, according to the slope.
Structures, Construction Plant and Materials: During the construction phase no
16 vehicles must be allowed to indiscriminately drive through any wetland areas.
Structures, Construction Plant and Materials: Chemical storage areas and toilet
17 facilities must be located outside the extent of the watercourse(s).
Structures, Construction Plant and Materials: Operation and storage of equipment
must not take place within the extent of the watercourse(s) unless authorised by 18
the WUL.
Structures, Construction Plant and Materials: Fences within the surrounding
areas particularly adjacent to open space areas must be permeable to fauna and 19
flora.
Structures, Construction Plant and Materials: All areas affected by construction
must be rehabilitated upon completion of the construction phase of the
20 development. Areas must be reseeded with indigenous vegetation species as
required, and the use of seed nets is recommended to prevent erosion.
Water Quality: Under no circumstances is any solid waste to be burned or buried
21 on or in the vicinity of the site.
Water Quality: During the construction and operation phase erosion and siltation
measures must be implemented e.g. the use of temporary silt traps downstream 22
of construction areas must be implemented.
Water Quality: Where possible, silt fences/barriers or other relevant measures
must be installed along the edge of streams and wetlands to prevent soil erosion
23 and ingress of runoff water carrying silt from the catchment of the wetlands (i.e.
the slopes surrounding the wetland) to enter the water body.
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Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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ConfidenƟal
Water Quality: Vehicles and other machinery must be serviced well above the
extent of the watercourse(s). Oils and other potential pollutants must be disposed
24 off at an appropriate licensed site, with the necessary agreement from the owner
of such a site.
Water Quality: Any hazardous substances must be handled according to the
25 relevant legislation relating to transport, storage and use of the substance.
Water Quality: All reagent storage tanks and reaction units must be supplied with
a bunded area built to the capacity of the facility and provided with sumps and
26 pumps return the spilled material back into the system. The system must be
maintained in a state of good repair and standby pumps must be provided.
Water Quality: The Licensee must ensure that all waste/wastewater generated
27 from the operations will be handled and disposed using an authorised facility.
Riparian and instream habitat: Habitat destruction must be limited to what is
28 absolutely necessary for the construction of the Stormwater channel.
Riparian and instream habitat: Existing vegetation composition must be
maintained or improved by maintaining the natural variability in flow fluctuations. 29
Rehabilitated areas must have vegetation basal cover of at least 15% at all times.
Biota: Species such as tortoises, burrowing reptiles and mammals, that will suffer
30 direct mortality must be removed and relocated.
Rehabilitation & Management: All disturbed areas must be re-vegetated with an
indigenous seed mix in consultation with an indigenous plant expert, ensuring that
31 during rehabilitation only indigenous shrubs, trees and grasses are used in
restoring the biodiversity.
Rehabilitation & Management: Rehabilitation of disturbed regulated areas must
occur during and after completion of construction. Any material removed from the
32 extent of the watercourses(s) must be returned and bedded in their original
position as far as practicably possible
Rehabilitation & Management: Topsoil must be stripped and redistributed. 33
Rehabilitation & Management: Stockpiles and overburden must be removed or
34 rehabilitated after construction.
Rehabilitation & Management: Compacted and disturbed areas must be shaped
to natural forms and to follow the original contour. In general cut and fill slopes
35 and other disturbed areas must not exceed 1:3 (v:h) ratio, it must be protected,
vegetated, ripped and scarified parallel with the contour.
Rehabilitation & Management: A botanist familiar with the vegetation of the area
36 must monitor the rehabilitation success and alien plant removal on annual basis.
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South Africa, 1632
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Rehabilitation & Management: A comprehensive and appropriate rehabilitation
and management programme to restore the watercourse(s) to environmentally
acceptable and sustainable conditions after construction must be developed and 37
submitted to the Provincial Head or Responsible Authority for written approval
before construction commences.
Monitoring & Reporting: The Provincial Head or Responsible Authority must be
notified in writing one week prior to commencement of the licenced activity(ies) 38
and again upon completion of the activity(ies).
Pollution prevention, incidents and malfunctions: The possibility of spillages must
be catered for in the design of the infrastructure where for example, attenuation
ponds prior to the discharge of storm water could be employed or the storm water 39
systems themselves could be designed in such a way that it can be easily sealed
off after the occurrence of a spill.
Special Conditions: All of the WUL conditions must be implemented and overseen
40 by an Environmental Control Officer.
Tel +27 11 723 1400 Fax +27 11 453 9354
Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
P O Box 75480, Gardenview, Gauteng, South Africa, 2047
Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
ConfidenƟal
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Appendix A:
Cape Town International Airport Runway Re-alignment and Associated Infrastructure
Environmental Management Programme
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Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng,
South Africa, 1632
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Airports Company South Africa SOC Ltd Reg No 1993/004149/30 VAT no 4930138393
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Cape Town International Airport
Runway Re-alignment and
Associated Infrastructure
1.1 Background
Airports Company South Africa proposes to re-align the existing primary runway at Cape Town
International Airport (“the airport”). SRK Consulting (South Africa) (Pty) Ltd (SRK) undertook the
Scoping and Environmental Impact Reporting (S&EIR) process required in terms of the National
Environmental Management Act , as amended (NEMA), and the Environmental Impact
Assessment (EIA) Regulations, 2010 (promulgated in terms of NEMA). The Environmental Impact
Assessment (EIA) Report contains a detailed description of the Project and its impacts.
NEMA requires that an Environmental Management Programme (EMP) be submitted along with the
EIA Report to demonstrate how environmental management and mitigation measures will be
implemented. The mitigation measures, which were identified during the S&EIR process, apply to the
following phases of the development process:
The Design Phase: These measures relate to the detailed layout, planning and design of the re-
aligned runway and associated infrastructure, and will largely be implemented by the planning and
development team, prior to the commencement of any physical on site activities. These mitigation
measures are presented in Section 2.
The Construction Phase: These mitigation measures are applicable during site preparation and
construction on the site of the proposed Project and must be implemented by the relevant
contractors and sub-contractors. These mitigation measures are presented in Section 3.
The Operations Phase: These mitigation measures are applicable during the long-term operation
of the airport and must be implemented by the Airports Company South Africa. These mitigation
measures are presented in Section 4.
The Decommissioning Phase: As it is not expected that the re-aligned runway and associated
infrastructure will be decommissioned in the foreseeable future, measures related to
decommissioning and post-closure rehabilitation are not included in the EMP.
The management measures listed for the various phases are either:
Mitigation or optimisation measures which must be implemented and are non-negotiable; or
Recommendations to comply with best practice, with adoption dependent on the proponent’s risk
profile and commitment to adhere to best practice, and which must be shown to have been
considered and sound reasons provided by the proponent if not implemented. These measures
are highlighted in grey for ease of reference.
1.2 Content of the EMP
The EIA Regulations, 2010 (Government Notice (GN) 543, Chapter 3, Part 3, Section 33) prescribe
the required content of an EMP. These requirements and the sections of this EMP in which they are
addressed, are summarised in Table 1-1.
Table 1-1: Content of the EMP as per EIA Regulations, 2010
GN 543, Item Section
S33 Ref.: Ref.:
(a) (i) Details of the person who prepared the EMP Page i
(a) (ii) Expertise of that person to prepare an EMP Page i
JONS/DALC 445354_ACSA Runway Realignment_EMP_rev1_June2017.docx June 2017
SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
GN 543, Item Section
S33 Ref.: Ref.:
(b) Information on any proposed management or mitigation measures to address the environmental
impacts identified in the EIA in respect of:
(b) (i) Planning and design 2
(b) (ii) Pre-construction and construction activities 3
(b) (iii) Operation or undertaking of the activity 4
(b) (iv) Rehabilitation of the environment 5
(b) (v) Closure, where relevant n/a
(c) A detailed description of the aspects covered by the draft EMP 1.2
(d) An identification of the persons responsible for implementation of the mitigation measures 2 - 5
(e) Proposed mechanisms for monitoring compliance with and performance of the EMP 2 - 5
(f) Where practicable, measures to rehabilitate the environment affected by the activity 3
(g) Description of the manner in which it intends to:
(g) (i) Modify, remedy, control or stop any action, activity or process that cause pollution or 3, 4
environmental degradation
(g) (ii) Remedy the cause of pollution or degradation 3, 4
(g) (iii) Comply with any prescribed environmental management standards 3, 4
(g) (iv) Comply, if applicable, with provisions of NEMA regarding closure n/a
(g) (v) Comply, if applicable, with provisions of NEMA regarding financial provisions for rehabilitation n/a
(h) Time periods within which the measures in the EMP must be implemented 2 - 5
(i) Process for managing any environmental damage, pollution etc 3, 4
(j) Environmental awareness plan describing the manner in which:
(j) (i) The applicant intends to inform his or her employees of environmental risks 3
(j) (ii) Risks must be dealt with to avoid pollution/degradation of environment 3
(k) Closure plans, where appropriate n/a
1.3 Site and Project Description
Cape Town International Airport is located in the sandy Cape Flats region, immediately north of the
N2 highway, approximately 20 km east of Cape Town’s Central Business District (Figure 1-1). The
current airport property is approximately 975 ha in extent, incorporating:
The existing primary and secondary runways;
The passenger terminal building complex and related airport support infrastructure (taxiways and
aprons) to the west of the two existing runways;
Undeveloped land to the east of the runways;
A cargo terminal to the north of the passenger terminal; and
A separate facility, presently used by the police and administered by the South African National
Defence Force’s (SANDF) 35 Squadron.
Immediately east of the airport property is a large (~400 ha) portion of derelict land, heavily infested
with alien vegetation. Small sand dunes, with isolated patches of indigenous vegetation on the dune
ridges, and numerous wetlands occur in this area. The area is extensively used for illegal dumping
(including tyres, windscreens, building rubble and a range of other waste), harvesting of firewood,
opportunistic grazing and, possibly, initiation rituals. Maccsand (Pty) Ltd mines sand in the north-
eastern area, adjacent to and with direct access to Symphony Way.
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SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
Currently, Cape Town International Airport comprises two active runways: primary runway (Runway
01-19) with a declared operational capacity of 30 air traffic movements (ATM) and a secondary runway
(Runway 16-34) bisecting it. The primary runway currently operates at a capacity of 25 ATM per hour,
however Airports Company South Africa projects that demand will exceed runway capacity within the
next decade.
Consequently, Airports Company South Africa proposes to re-align the existing primary runway, which
would entail relocating the northern pivot of the primary runway by 220 m to the east and rotating it
through 11.5 degrees in a counter clockwise direction. The re-aligned runway will facilitate and enable
long term expansion of the airport to include two parallel runways (excluded from the scope of this
EIA) and, in the short term, will increase operational capacity to 40-44 ATM and allow large aircraft
(e.g. the Airbus A380) to use the airport.
In addition to the re-alignment of the primary runway, the Project will also include:
A taxiway system;
Infrastructure such as an aircraft isolation pad, a compass calibration pad and an aircraft run-up
area;
Security facilities;
Service roads;
Buildings and service infrastructure;
Upgrade of the stormwater management system; and
Bulk earthworks.
The proposed project footprint is approximately 700 ha in extent. The runway, taxiway system and
associated infrastructure will have a footprint of approximately 82.7 ha, almost all located within the
existing airport perimeter fence. The land to the east of the airport will be affected by bulk earthworks,
required for the sourcing of material, primarily to raise the proposed runway to a suitable level and to
manage stormwater on-site.
A more detailed project description is provided in Section 3 of the EIA Report (SRK Report 445354/07).
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SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
Figure 1-1: Cape Town International Airport locality map
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SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
1.4 Potential Impacts
A summary of the potential impacts of the proposed Project identified and assessed in the EIA Report
is presented in Table 1-2. Additional details on the nature of these impacts are provided in the EIA
Report.
An environmental sensitivity map is provided as
JONS/DALC 445354_ACSA Runway Realignment_EMP_rev1_June2017.docx June 2017
SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
Figure 1-2.
Table 1-2: Potential impacts of the proposed Project
Impact Description Impact Status
Construction Phase
Heritage Destruction and loss of heritage resources Negative
Air Quality Impact of construction activities on air quality Negative
Noise Nuisance to surrounding receptors caused by noise during construction Negative
Hydrogeology Impact on groundwater levels due to removal of alien vegetation and bulk Negative
earthworks
Impact on groundwater quality due to removal of alien vegetation and bulk Negative
earthworks
Freshwater Loss of habitat and ecological structure Negative
Ecology
Loss of ecosystem services Negative
Impacts on hydrological function and sediment balance Negative
Impacts on freshwater features located outside of the project footprint area Negative
Terrestrial Loss of terrestrial habitat Negative
Ecology Loss of floral diversity, floral species of conservation concern (SCC) and Negative
protected floral species
Loss of faunal diversity, faunal red data list (RDL) species and protected Negative
faunal species
Impacts associated with Bathyergus Suillus (Cape dune mole rat) Negative
Socio-economic Loss of access to resources on land east of existing airport Negative
Nuisance effects of construction related noise Negative
Generation of employment, income and skills training Positive
Increased revenue to government during construction Positive
Increased investment in and stimulation of the Western Cape from Positive
construction activities
Visual Altered sense of place and visual quality caused by construction activities Negative
Transport Impact of construction traffic on the existing road network Negative
Operations Phase
Air Quality Altered air quality from increased emissions due to increased airport capacity Negative
Health effects of air pollution Negative
Noise Impacts Noise impacts of the re-aligned runway and increased operational capacity Negative
Hydrogeology Impact on groundwater levels due to operations Negative
Impact on groundwater quality due to operations Negative
Freshwater Loss of habitat and ecological structure Negative
Ecology Loss of ecosystem services Negative
Impacts on hydrological function and sediment balance Negative
Impacts on freshwater features located outside of the project footprint area Negative
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SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
Impact Description Impact Status
Terrestrial Loss of faunal diversity, faunal RDL species and protected faunal species Negative
Ecology Impacts associated with Bathyergus Suillus (Cape dune mole rat) Negative
Impacts of changes in aircraft flight paths on avifaunal flight paths Negative
Impacts associated with bat strikes Negative
Socio-economic Impacts on quality of life in areas with increased noise levels Negative
Improved quality of life in areas with decreased noise levels Positive
Impacts on future housing developments by City of Cape Town (CoCT) Negative
Generation of employment, income and skills training during operations Positive
Increased revenue to government during operations Positive
Increased investment in and stimulation of the Western Cape economy during Positive
operations
Visual Altered sense of place and visual quality caused by re-aligned runway and Negative
associated infrastructure
Transport Impact of airport-related road traffic on the existing road network Negative
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SRK Consulting: 445354 Cape Town International Airport Runway Re-alignment EIA Report
Figure 1-2:
Environmental sensitivity map
Source: SAS, 2014
JONS/DALC 445354_ACSA Runway Realignment_EMP_rev1_June2017.docx June 2017
Contact Information
Source: Appendix B - EMPr.pdf (unknown)Airports Company South Africa (ACSA) - Head Office: Tel +27 11 723 1400, Fax +27 11 453 9354. Address: Western Precinct, Aviation Park, O.R. Tambo International Airport, 1 Jones Road, Kempton Park, Gauteng, South Africa, 1632. Postal: P O Box 75480, Gardenview, Gauteng, South Africa, 2047. Website: www.airports.co.za. For environmental matters, the EMP was prepared by SRK Consulting (South Africa) (Pty) Ltd, Cape Town: Tel +27 (0) 21 659 3060, Fax +27 (0) 21 685 7105, email [email protected].
Submission Guidelines
Source: Appendix B - EMPr.pdf (unknown)Returnable documents: the completed and signed SBD 1 (Invitation to Bid), SBD 4 (Declaration of Interest), SBD 6.1 (Preference Points Claim), SBD 6.2 (Declaration for Local Production and Content), SBD 8 (Declaration of Bidder's Past Supply Chain Management Practices), SBD 9 (Certificate of Independent Bid Determination), and any other forms specified in the tender pack. All forms must be completed, signed, and submitted with the proposal. Bids must be submitted in the manner and to the address specified in the tender documentation. Late submissions will be disqualified.
Evaluation Criteria
Source: Appendix B - EMPr.pdf (unknown)Bidders must have the necessary qualifications, experience, and resources to undertake the project, including CSD registration, tax clearance, B-BBEE level, and CIDB grading. The evaluation will consider the bidder's ability to implement the Environmental Management Programme (EMP) and meet all environmental monitoring and mitigation requirements. The EIA requires monitoring of environmental variables during both construction and operations phases; bidders must include monitoring requirements for both phases.
Technical Specifications
Source: Appendix B - EMPr.pdf (unknown)The project involves enablement works for the new re-aligned runway at Cape Town International Airport. The works are subject to the approved Environmental Management Programme (EMP) (Appendix A) and this Environmental Specification (Appendix B). Bidders must cost and implement all environmental management and mitigation measures for the Design, Construction, and Monitoring phases.
Design Phase requirements:
Construction Phase:
Monitoring Phase:
Water Use License:
Methodology
Source: Appendix B - EMPr.pdf (unknown)The contractor must scope, cost, and implement all environmental management and mitigation measures. This includes: environmental documentation, site camp and site establishment, dealing with complaints, vegetation clearing, fauna management, handling of construction materials, water management, protection of archaeological and paleontological resources, waste management, concrete/cement works, hazardous materials, fuel storage and dispensing, noise management, dust and air quality management, traffic management, visual aspects, fire control, ablution facilities, environmental training, response to environmental pollution, closure and rehabilitation. The ECO must review and approve contractor method statements.
Quality Management
Source: Appendix B - EMPr.pdf (unknown)The ECO must identify non-compliance and recommend corrective actions, ensure follow-up and resolution, and provide feedback for continual improvement. The ECO must attend project meetings and undertake a site closure inspection. Air quality monitoring stations must be operated in an accredited manner adhering to recognised quality assurance methods and run by a competent entity.
Compliance Requirements
Source: Appendix B - EMPr.pdf (unknown)Bidders must have the necessary qualifications, experience, and resources, including CSD registration, tax clearance, B-BBEE level, and CIDB grading. The EMP includes monitoring and validation criteria; bidders must be able to share proof that conditions of EIA approval have been met. The project triggers a water use activity under the National Water Act; bidders must secure a new water use license. The EMP requires appointment of a suitably qualified Environmental Assessment Practitioner (EAP) and other specialists as specified.
Health & Safety
Source: Appendix B - EMPr.pdf (unknown)The project requires implementation of environmental management measures including: no site activities beyond the proposed site location; stormwater management to prevent silt entering watercourses; erosion prevention measures; no indiscriminate driving through wetland areas; chemical storage and toilet facilities located outside watercourses; equipment operation/storage not within watercourses unless authorised; fences permeable to fauna; rehabilitation of affected areas; no burning or burying of solid waste; silt traps downstream of construction areas; silt fences along streams and wetlands; servicing of vehicles above watercourses; disposal of oils at licensed sites; handling of hazardous substances per legislation; bunded areas for reagent storage tanks; waste/wastewater disposal via authorised facilities; limiting habitat destruction; maintaining vegetation basal cover of at least 15%; relocation of species; re-vegetation with indigenous seed mix; rehabilitation of disturbed areas; topsoil stripping and redistribution; removal of stockpiles; shaping disturbed areas to natural contours (slopes not exceeding 1:3); annual monitoring by botanist; rehabilitation programme approval before construction; notification to authorities one week prior to commencement and upon completion; spillage prevention in design; all WUL conditions overseen by ECO.
Environmental
Source: Appendix B - EMPr.pdf (unknown)The project triggers a listed activity under NEMA. EIA approval was granted on 23 May 2017 and is valid for 10 years. The EMP (Appendix A) consolidates conditions for approval. Bidders must consult the EMP for scope, costing, and implementation requirements. The EMP includes monitoring and validation criteria to demonstrate compliance to authorities. The project requires a water use license under the National Water Act; the previous license has expired and bidders must reapply. The EMP was prepared by SRK Consulting, with reference numbers DEA: 14/12/16/3/3/2/446 and DEA&DP: 16/3/1/6/6/A8/29/1142/12.
Contractual Terms
Source: Appendix B - EMPr.pdf (unknown)The document includes a disclaimer from SRK Consulting stating that opinions are based on information supplied and do not accept responsibility for errors or omissions. This is not a contractual term for bidders.
Special Conditions
Source: Appendix B - EMPr.pdf (unknown)The EMP mitigation measures are listed for the various life-cycle phases: Design Phase (detailed layout, planning, design), Construction Phase (site preparation and construction), and Monitoring Phase (environmental monitoring during construction and operations).
Section
Source: Appendix B - EMPr.pdf (unknown)The EIA requires monitoring of environmental variables during both construction and operations phases to ensure compliance and provide assurance to ACSA, authorities, and stakeholders. Bidders must include monitoring requirements for both phases.
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Relevant because this is a South African public-sector procurement opportunity.
Act 5 of 2000
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Act 12 of 2004
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Act 28 of 2024
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Relevant because this is a South African public-sector procurement opportunity.
Act 2 of 2000
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Relevant because this is a South African public-sector procurement opportunity.
Act 3 of 2000
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Relevant because this is a South African public-sector procurement opportunity.
These rules are linked to the work category, industry, or regulated service area.
Act 38 of 2000
Important for public-sector construction and infrastructure tenders that require contractor grading or construction procurement standards.
Relevant because this tender appears to involve construction, building work, infrastructure, or site-based delivery.
Act 107 of 1998
Relevant where environmental authorisations, EIAs or environmental compliance may apply.
Relevant because this tender appears to involve construction, building work, infrastructure, or site-based delivery.
Act 85 of 1993
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Relevant because this tender appears to involve construction, building work, infrastructure, or site-based delivery.
Act 103 of 1977
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Relevant because this tender appears to involve construction, building work, infrastructure, or site-based delivery.
Address
AIRPORT ROAD - MATROOSFONTEIN - CAPE TOWN - 8000
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eTenders.gov.za
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