Civil construction services at duvha power station – 60-Month contract (ESKOM)

{"closingDate":"31 January 2025","closingTime":"10:00","briefingSession":"{"date":"31 January 2025","time":null,"venue":"ion meeting A non-compulsory clarification meeting with","is_compulsory":true}"}

{"name":"MS Teams","email":"[email protected]","phone":"0404929811","department":null,"address":"r which"}

Returnable Documents: C1.1 Form of Offer and Acceptance 3-5, C1.1 Form of Offer & Acceptance, This Offer may be accepted by the Employer by signing the Acceptance part of this Form of Offer

Tenderers must be registered on the National Treasury Central Supplier Database (CSD). Tenderers must complete and submit Annexure A (Returnable Tender Document) and Annexure B (B-BBEE: B-BBEE affidavit or certificate; for exemptions, a sworn affidavit must be provided). Tenderers must also allow for the SDL&I (Skills Development Levy and Information) in the case of designated groups, as per Annexure B. Compliance with all applicable laws and regulations is required per the General Conditions of Contract.

Supply Chain

Management Procedure 32-1034. Any addenda to an issued Invitation to Tender will be

published or issued in the same way as the Invitation to Tender was and will form part of the

Invitation to Tender documents.

Communication 1.5 Every communication between Eskom and a tenderer shall be made to or from the Eskom

Representative only, in w

Eskom and its subsidiaries will conduct business with respect and care for people to ensure that no

operating condition or urgency of service endangers the life of anyone or causes injury or damage

to the environment. Eskom is committed to preventing all work-related injuries. In fulfilling this

commitment to protect people, the environment and property, management will provide and

maintain a safe and healthy work environment, in accordance with industry standards and in

compliance with legislative requirements.

At-risk behaviour leads to incidents. Life-saving Rules are safety rules that have been created to

enforce zero tolerance for serious at-risk behaviours. These rules have been determined in terms

of the consequences of the behaviours they describe, that is, if a particular set of behaviours or

actions has a very high probability of causing disabilities or fatalities when performed.

The Eskom Life-saving Rules complement our existing safety best practices and are safety rules to

be followed at all locations.

The Life-saving Rules apply to all Eskom employees, agents, consultants, and contractors. Visitors

to Eskom should also respect and adhere to these rules as applicable and could be instructed to

leave the Eskom premises with immediate effect should they refuse to do so.

2. Supporting Clauses

2.1 Scope

This standard shall apply at all Eskom sites with the intention to promote a safe working

environment for all Eskom employees, agents, consultants, and contractors. Visitors to Eskom

should also respect and adhere to these rules, as applicable.

2.1.1 Purpose

This standard clarifies the five most prominent causes of serious injuries and fatalities within

Eskom, and Eskom’s intention to enforce “ZERO TOLERANCE” with respect to non-adherence to

these rules, due to the potential consequences of serious injury or fatality at the workplace.

2.1.2 Applicability

This standard shall apply throughout Eskom Holdings SOC Limited, its divisions, subsidiaries, and

entities wherein Eskom has a controlling interest and/or Eskom contractors, unless specifically

exempted by Sustainability Systems, where the business transacted may be of a completely

different nature to the core business of Eskom.

2.1.3 Effective date

This document will be effective from the date of authorisation.

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2.2 Normative/Informative References

Parties using this document shall apply the most recent edition of the documents listed in the

following paragraphs.

2.2.1 Normative

[1] ISO 9001 Quality Management Systems

[2] 32-37: Substance Abuse Procedure

[3] 32-95: Environmental, Occupational Health and Safety Incident Management Procedure

[4] 32-136 Contractor Health and Safety Requirements

[5] 32-345 Eskom Vehicle Safety Specification

[6] 32-407 Behavioural Safety Observations

[7] 32-418: Working at Heights Standard

[8] 32-477 Safety, Health and Environment Training and Development Procedure

[9] 32-520 Occupational Health and Safety Risk Assessment Procedure

[10] 32-524 Developing a SHE Specification

[11] 36-681: Plant Safety Regulations

[12] 32-726 SHE requirements for Eskom Commercial Process

[13] 32-727: Safety, Health, Environment and Quality Policy

[14] 32-848: Operating Regulations for High Voltage Systems

[15] 32-1112: Disciplinary Code

[16] 32-1113: Disciplinary Procedure

[17] 240-44175132 Eskom Personal Protective Equipment Specification

[18] 240-62946386: Vehicle and Driver Safety Management Procedure

[19] 240-43848327: Right to Refuse Employees’ Right of Refusal to Work in an Unsafe Situation

Procedure

[20] 240-84733329: Medical Surveillance Procedure

[21] 240-100979499 Personal Protective Equipment for Working at Heights Specification

2.2.2 Informative

[22] National Road Traffic Act

[23] Occupational Health and Safety Act

[24] 34-104 Earthing Standard

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2.3 Definitions

2.3.1 Contractor: Any person (juristic/individual) formally contracted (directly or indirectly) by

Eskom and who performs work; supplies a service, product, equipment or material for the

purposes of advancing Eskom’s business and other interests. This includes consultants,

and third party contractors i.e. vendors, suppliers, agents, joint ventures, fixed term

contractors, principal contractors and subcontractors.

2.3.2 Life-saving Rule: Rules that, if not adhered to, have the potential to cause serious harm to

people. The consequences of a person knowingly and wilfully violating this rule will result in

a disciplinary process in accordance with the Eskom Disciplinary Code and Procedure.

2.3.3 Visitors: Any person who visits an Eskom site/office during working hours to attend a

meeting or for any reason whatsoever. This could include a minor.

2.3.4 Work at height: Means any work performed above a stable work surface or where a

person puts himself/herself in a position where he/she exposes himself/herself to a fall from

or into. Work at height is, as a result, work in any place (except a staircase in a permanent

workplace ), including a place at, above or below ground level, where a person could be

injured if he/she fell from that place. Access and egress that present a risk of fall can also

be classified as work at height.

2.3.5 Zero Tolerance: The standard that provides for the imposition of severe consequences for

a proscribed offence or behaviour without making exceptions for the extenuating

circumstances.

2.4 Abbreviations

Abbreviation Explanation

OHS Occupational Health and Safety

ORHVS Operational Regulations for High Voltage Systems

PPE Personal Protective Equipment

PSR Plant Safety Regulations

PTW Permit to Work

SHEQ Safety, health, environment and quality

2.5 Roles and Responsibilities

2.5.1 Sustainability Systems Department

The sustainability Systems Department shall:

a) Compile and review the Life-saving Rules for Occupational Health and Safety;

b) Develop awareness material;

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c) Ensure that the rules are communicated throughout the business;

d) Ensure compliance is monitored; and

e) Ensure that violations and sanctions are consolidated and communicated by Sustainability

Systems to the organisation.

2.5.2 All Groups/Divisions/Operating Units/Business Units

The management at Group/Divisional/Operating Unit/Business Unit level shall be responsible for:

a) Implementing the Eskom Life-saving Rules in their Groups/Divisions/Operating

Units/Business Units.

b) Communicating to all their employees, contractors, contractor employees and visitors the

importance of compliance with the Eskom Life-saving Rules and the consequences of non-

compliance therewith. This includes communicating Life-saving Rules to all new

employees and new contractors.

c) Ensuring that the awareness material is made available, distributed and displayed at all

units.

d) Ensuring all employees sign confirmation that the rules have been discussed with them,

that they understand the rules and the consequences of violating these rules, and retain

copies thereof.

e) Investigating any violation of a Life-saving rule and initiate the disciplinary process within

five (5) working days.

f) Ensuring consistency in the application of appropriate sanctions on employees, contractors

and contractor employees.

2.5.3 All employees (Eskom and contractors)

a) Always observe and adhere to the Life-saving Rules.

b) Avoid taking shortcuts when executing tasks. Always do the right thing even when no-one

is watching.

c) Only perform work that you are authorised to do.

d) All employees to exercise the right to refuse to perform work in an unsafe situation, or when

required to ignore a Life-saving rule.

2.6 Process for Monitoring

Groups/Divisions/Operating Units/Business units are responsible for ensuring the understanding

of, and compliance with, Life-saving Rules. Line management shall monitor compliance and report

on analysis and trending through performance reporting. The amendments to the revised standard

shall be implemented with immediate effect and may be audited after a period of six (6) months

from date of implementation.

2.7 Related/Supporting Documents

[1] 240-62196227 - Life-saving Rules – revision 5 (superseded).

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[2] 240–63942960 - Life-saving Rule Acknowledgement Form Document Content.

3. Document Content

Life-saving Rules are safety rules that, if not adhered to, have the potential to cause serious harm

to people. The consequences of a person knowingly and wilfully violating these rules will result in a

disciplinary process in accordance with the Eskom Disciplinary Code and Procedure.

The objective of this standard is to clarify Eskom’s intention to enforce “ZERO TOLERANCE” with

respect to behaviour resulting in serious risk to an individual at the workplace.

It must be noted that the content of this standard does not detract from the requirements for safe

behaviour for all other work-related activities or other safety requirements, but emphasises the

importance thereof.

3.1 Eskom Life-Saving Rules

3.1.1 Rule 1: open, isolate, test, earth, bond, and/or insulate before

Touch

With the aim to ensure a safe electrical work environment, no person may work/operate on, around

or near any electrical network, line or apparatus, electrically connected to the power system and/or

electrically charged and/or not electrically charged unless:

a) He/she is trained and authorised as competent for the task to be done;

b) There is a valid permit to work, where required;

c) A pre-task risk assessment to identify all risks and hazards has been conducted prior to any

work commencing;

d) He/she follows the requirements on OPEN, ISOLATE, TEST, EARTH, BOND and/or

INSULATE BEFORE TOUCH, correctly based on applicable/related standards, procedures

and outcome of risk assessment fit for the type of work or task to be performed;

e) The authorised person (team leader) has certified and physically shown all team members that

the apparatus is safe to work on;

f) He/she makes the specific electrical environment safe prior to performing the work; and

g) All the appropriate PPE (including face shield and insulated gloves for low voltage work) are

worn.

3.1.2 Rule 2: hook up at heights

Working at height is a significant part of work in Eskom Holdings and is regarded as a high-risk

activity, and as a result all precautions must be taken to prevent incidents while working at height.

Wherever reasonably practicable, preference must be given to the performance of work at ground

level as opposed to work in an elevated position. Where work in an elevated position is necessary,

the requirements in this document shall apply.

No person may work at height where there is a risk of falling unless:

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a) He/she is medically fit to work at height;

b) A pre-task risk assessment to identify all risks and hazards has been conducted prior to

commencing any work of this nature;

c) He/she is appropriately trained as determined by the risk assessment;

d) He/she is appropriately secured during ascending and descending; and

e) He/she is using an Eskom approved fall arrest system where applicable.

3.1.3 Rule 3: buckle up

Where required, the proper wearing of seat belts for any driver, operator and passenger is

mandatory in all vehicles/equipment when driving and/or travelling for Eskom business purposes.

The driver is obligated to ensure that he/she as well as all passengers are properly seated and

wearing their seatbelts at all times while being transported in the vehicle, as per Eskom

specifications.

Note: This rule is applicable on any road or parking lot, irrespective of the speed, and when the

vehicle moves in a forward or backward direction.

3.1.4 Rule 4: be sober

No person who is under the influence or who appears to be under the influence of intoxicating

liquor or drugs will be permitted to enter, or remain on an Eskom site or conduct Eskom business

or drive/operate a vehicle/equipment for Eskom business purposes.

This includes any level of alcohol or the presence of any drugs, controlled substances, and/or

illegal substances in the body that impairs or could impair mental and physical functioning,

irrespective of when the substance was used.

3.1.5 Rule 5: ensure that you have a permit to work

Where an authorisation limitation exists, no person shall work without the required Permit to Work

(PTW), which is governed by for example the:

a) Plant Safety Regulations; or

b) Operating Regulations for High Voltage Systems (ORHVS); or

c) Any other activity where a permit is required.

No plant is to be returned to service without the cancellation of all permits on that plant in

accordance with procedure, unless permission is granted for a particular plant to be returned to

service with permits still open, like in the case of redundant systems.

NOTE: In the case of live work, a “live work declaration form” is to be completed by the authorised

person, who is the person responsible for the safe execution of work according to relevant

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standards and procedures. Outline the key principles or rules to support the implementation of the

standard statement.

3.2 Consequences of violating a Life-Saving Rule

In terms of general health and safety in Eskom, if any of the Life-saving Rules are violated, it will

be treated as a serious misconduct, and result in a disciplinary process in accordance with the

Eskom Disciplinary Code and Procedure.

It must be highlighted that Eskom takes a ZERO TOLERANCE stance to violation of these rules.

Depending on the circumstances, Eskom reserves the right, where a contractor

manager/supervisor allows the violation of a Life-saving Rule, to suspend the contractor’s activities

while determining an appropriate sanction.

In the light of a contractor employee allegedly violating a Life-saving Rule, the contractor shall

immediately remove the employee from site and initiate the disciplinary process. The contractor

shall investigate any violation of a Life-saving Rule and initiate the disciplinary process within five

(5) working days of the violation. The contractor shall after the disciplinary process furnish Eskom

with a copy of the sanction.

4. Acceptance

This document has been seen and approved by:

Name Designation

Thava Govender Group Executive – Generation and (Acting) Risk and Sustainability

Divisions

Kerseri Pather General Manager – Sustainability Systems

Jace Naidoo Senior Manager – Sustainability Systems – OHS

Alex Stramrood Senior Manager – Sustainability Systems – OHS

Risk and Sustainability Members of the Risk and Sustainability Management Committee

Management Committee

HR Policies and Procedures Members of the HR Policies and Procedures Committee

Committee

5. Revisions

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Date Rev. Compiler Remarks

January 2017 6 A Stramrood Substituted the words “Disciplinary

hearing” with Disciplinary process.

Updated the Purpose and

Applicability to specify that this

Standard is applicable to

contractors. Updated Normative

and Informative References.

Updated Definition section by

removing Agent and Consultant as

these have been incorporated into

the definition of Contractor.

Updated the definition of Work at

Height and Zero Tolerance.

Reviewed and updated the Roles

and Responsibilities section and

Process for Monitoring. Added

permit requirement to Rule 1,

updated Rule 2 - Removed the

words “psychologically fit to work”

as this is no longer a requirement

in terms of the Construction

Regulations, 2014 and updated

Rule 3 – Removed the words “(for

example transporting people on

the back of trucks in a cabin)”

Updated Consequences of

violating a Life-saving Rule with

regard to contractors.

October 2015 5 A Stramrood Revision date needed to be

extended. Content still valid and

same.

May 2012 4 S Govender Amended Section 3.6

Consequences of Violating a Life-

saving Rule to align with EXCO

decision.

March 2013 3 S Govender Changed Cardinal Rules to Life-

saving Rules, and amended

content to ensure better

understanding of the intent and

requirements.

September 2010 2 K Terblanche Content of Rev 1 was incorporated

into the new Policy template.

Content was revised and updated.

December 2008 1 K Terblanche Annexure 1: Acknowledgement of

Eskom Life-saving Rules of this

document was removed. The

references made to Annexure 1 in

paragraphs 3.5.2 and 3.8 were

also removed.

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Date Rev. Compiler Remarks

August 2008 0 K Terblanche The document with reference

number 32-421 was developed

and approved.

6. Development Team

The following people were involved in the development of this document:

 Alex Stramrood

 Kerseri Pather

 Loraine Smit

 Marc Lebea

 Mike Townsend

 Nosipho Noveve

 Sheryl Isaacs

 Sivi Govender

7. Acknowledgements

SN Middel

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1.1 Scope

The Eskom Supplier Integrity Pact (Integrity Pact) is applicable to Eskom Holdings SOC Ltd (including all

wholly owned subsidiaries) and all existing and potential suppliers (as per the definition hereunder).

1.2 Purpose

The integrity pact is a pact between Eskom and its suppliers that prescribes the “ethical behaviour”. Ethical

behaviour is desirable/acceptable conduct (actions and decisions) that will bring about good/appropriate

consequences/outcomes in the interaction with others. Ethical behaviour incorporates ethical values and

considers not only what is good for oneself, but also what is good for others. Eskom considers such behaviour

of paramount importance and expects every existing/potential supplier and its own employees/directors to

always act ethically and with integrity.

Eskom commits to ensuring that it implements a procurement policy/procedure that aligns to all applicable

South African laws and regulations, as well as the constitutional principles of fairness, transparency, equity,

cost effectiveness and competitiveness.

This document supplements all other relevant Commercial and Ethics related policies/codes/procedures.

1.3 Preamble

In order to achieve this purpose, all Eskom suppliers are required to read this Integrity Pact and to complete,

sign and submit the Integrity Declaration Form whenever they participate in any Eskom procurement process.

Eskom and its suppliers commit to honouring their respective obligations herein, and agree to refrain from

any form of dishonesty, fraud, and/or corruption throughout the entire procurement process, including

tendering practices that are in bad faith, unfair and anti-competitive (e.g., under-pricing/collusion/bid rigging)

2. Definitions

Term Definition

Conflict of Interest A conflict of interest arises when one’s personal interests, personal

financial interests or any other interests, affect, or could be perceived to

affect, or has the potential to affect one’s objectivity and discretion and/or

the objectivity and discretion of another in performing Eskom duties or

making decisions on behalf of Eskom. This means that an employee or

director is in a position to make a decision (or influences a decision) that

is not fair and objective in order to benefit personally, or to benefit related

and /or inter-related persons.

Director Means a member of the board of Eskom, or a board of its subsidiary or

an alternate director of such board and includes a person occupying the

position of a director, by whatever name designated, or a prescribed

officer, or a person who is a member of a committee of the board or of

the audit committee, irrespective of whether the person is also a member

of such board.

Public

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Employment equity The Employment Equity Act promotes equity in the workplace,

ensures that all employees receive equal opportunities and that

employees are treated fairly by their employers. The law protects a

person from unfair treatment and any form of discrimination.

Employee (s) Also referred to as staff members. These include individuals employed

by Eskom on a permanent basis, contract labour, temporary employees,

part-time employees, casual employees, occasional employees, fixed-

term contractors, learners, and others acting on behalf of Eskom or its

subsidiaries.

Eskom Registered Vendor Means a current or potential supplier who may be a natural or juristic

person and includes any employee of such supplier acting within the

course and scope of his/her employment, or any agent or manager acting

for or on behalf of, or in the interests of the supplier registered as a vendor

on the Eskom Vendor Database.

Supplier Means any natural person or juristic person that does business with

Eskom or tenders to do business with Eskom, or is registered on Eskom’s

Vendor Database, such as consultants, contractors, sub-contractors and

providers of goods and services.

3. Abbreviations

Abbreviation Explanation

DOI Declaration of Interest

ETC EXCO Tender Committee

NDA Non-disclosure agreement

RFP Request for Proposal

RFQ Request for Quotation

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4. Supplier’s Obligations

4.1 Eskom’s suppliers accept that they will at all times:

4.1.1 Maintain an impeachable standard of integrity in all their business and personal dealings and take all

reasonable measures necessary to prevent all dishonest, unfair, fraudulent, corrupt, and illegal

practices during any stage of the Eskom procurement process including the execution of contracts

and contract modifications.

4.1.2 Ensure that they are familiar with all publicly available Eskom policies/ procedures/codes that impact

the supply chain processes including, but not limited to Eskom’s Standard Conditions of Tender.

4.1.3 Reject all improper business practices (as may be prohibited by Eskom).

4.1.4 Not abuse the trust placed in them by Eskom employees, or misuse opportunities arising during their

interaction with Eskom for personal gain.

4.1.5 Seek to constantly maintain and enhance their standards of professional competence.

4.1.6 Adopt, where possible, policies and practices which align with those of Eskom (labour practices,

employment equity initiatives and human relations policies) to the highest ethical standards.

4.2 Eskom’s suppliers confirm specifically that:

4.2.1 All confidential information, to which they may have access in the course of their work, must not be

disclosed without the express consent from the authorised Eskom representative. The supplier is

required to complete a Non-Disclosure Agreement (NDA) to give effect to this.

4.2.2 They will not deliberately misrepresent information, submit false certifications or forged documents to

influence the tendering process to advantage themselves or to mislead Eskom in any way and that

Eskom has the right to request an audit of such information, and take further action against the supplier

should it be found that it has acted in a dishonest or fraudulent manner.

4.2.3 Although the establishment of long term and close relations between Eskom and its suppliers is

recognised, Suppliers are nevertheless, required to avoid relationships with Eskom

employees//directors, that may be perceived to be contrary to the constitutional principles of fairness,

equitability, transparency, competitiveness, and cost effectiveness. Suppliers are therefore required

to complete the Integrity declaration form wherein they are required to disclose any interest that they

may have with an Eskom employee/director, whether financial, personal, or private, in its business,

and/or any affiliation /relationship which affects, or may affect, or may be perceived to affect, the

decision-making during tender award. Should a supplier later become aware that its

owners/members/directors/partners/shareholders are an Eskom employee/director with respect to a

tender in which it participated, the supplier is required to disclose the interest/relationship to Eskom

and submit whatever information may be required regarding the parties involved.

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4.2.4 Although the entertainment of customers and provisions of business courtesies or gifts are generally

an accepted commercial practice, they must not in any way negatively affect Eskom’s image and

reputation. They should not exceed the R1500,00 value prescribed by Eskom and should not be of

such a nature (value or circumstances) as to be construed as placing an Eskom employee/director

under obligation to the supplier or in any way improperly influence the recipient.

4.2.5 They will avoid entering into unethical and/or fraudulent dealings with any Eskom employee/director

involved in the evaluation/adjudication/negotiation of a transaction in which it participates, involving

direct/indirect monetary or material benefits in order to be unfairly benefitted. In such circumstances,

no business courtesy, bribe, gift, fees commission or inducement may be offered to, or requested by

an Eskom employee/director involved in the evaluation/adjudication/negotiation of a transaction in

which the supplier is participating.

4.2.6 They will not enter any dishonest and/or illegal agreement or an understanding with other tenderers

involved in a tender/RFP process in which it participates. They will complete the integrity Declaration

Form which incorporates a Declaration of Fair Tendering Practices, when participating in any Eskom

tender/Request for Quotation (RFQ).

4.2.7 They understand that they may be subject to a supplier discipline process and that sanctions that

may be imposed on suppliers should they be found guilty of misconduct.

4.2.8 Should a supplier become aware of any dishonest, fraudulent or inappropriate behaviour of any Eskom

employee/director; the said supplier is required to report this behaviour to the Eskom Ethics office via

email at [email protected], or via the Eskom Forensic email at [email protected] or through

the Eskom toll free hotline 0800 11 27 22, wherein confidentiality is guaranteed.

5. Eskom’s Obligations

5.1 Eskom undertakes to treat all tenderers during the tender process according to the constitutional

principles of fairness, transparency, equity, cost-effectiveness, and competitiveness.

5.2 All Eskom employees/directors are required to complete an annual Declaration of Interest (DOI),

wherein they are required to declare all interests, directorships, memberships, details of any of their

related or inter-related persons or other associates that conduct business with Eskom and all other

material personal interests, whether a conflict exists or not. During the financial year, all Eskom

employees/directors have an option of amending annual DOIs should there be changes in their

interests or what has been disclosed already. In addition to this annual declaration, employees are also

required to complete an additional DOI and NDA if involved in the procurement process.

5.3 Eskom employees will ensure that all gifts received in the normal course of business is declared,

recorded, and authorised by relevant managers. Employees/directors involved in the tender evaluation/

negotiation process, may not accept, demand, or accept a promise of any money, business courtesies,

gifts, rewards, gratuity, favours from any of the tenderers involved to benefit or as may be perceived to

benefit such tenderer. Further to this, employees and directors are prohibited from offering or accepting

loan(s) or other benefit(s) from suppliers, unless the supplier is in the business of granting such loans

or benefits and the terms and conditions of the loan that is offered to the employee/director is also

offered to the general members of the public or a section thereof.

5.4 Should Eskom become aware of any relationship/interest of any employee/director in a tender in which

it is involved in tender evaluation/negotiation process, then this employee/director will be excluded from

the said tender evaluation/negotiation process.

Public

When downloaded from the document management system, this document is uncontrolled and the responsibility rests with the user to

ensure it is in line with the authorized version on the system. No part of this document may be reproduced in any manner or form by third

parties without the written consent of Eskom Holdings SOC Ltd, © copyright Eskom Holdings SOC Ltd, Reg No 2002/015527/30

Eskom Supplier Integrity Pact Unique Identifier: 240-113650212

Revision: 2

Page:

5.5 Eskom will implement the Supplier Discipline Process if it becomes aware of any contravention of the

provisions of this integrity pact, any other misconduct by a supplier and/or any Eskom

employee/director who acts in bad faith to benefit themselves or a supplier. Eskom has the right, after

following a process of investigation and affording the supplier an opportunity to make representation,

to notify the supplier of the intention to suspend it from the Eskom Vendor Database, impose various

other sanctions and/or institute disciplinary actions against its employees/directors. Subsequently,

Eskom will forward the names of such suppliers including the directors of the company to National

Treasury, who will include the suppliers on the List of Restricted Suppliers on the National Database.

5.6 All Eskom employees/directors are prohibited from having any direct/ indirect personal or other

beneficial interest in any contract with Eskom, whether as a supplier, an advisor or by virtue of being a

director or owner of a business, or in any other capacity. This includes third-party related transactions

with an indirect link to an Eskom contract.

6. General

6.1 This Eskom Supplier Integrity Pact is governed by and interpreted in accordance with the laws,

regulations and legislation of the Republic of South Africa.

6.2 The actions stipulated in this Integrity Pact are without prejudice to any other civil or criminal

proceedings that may arise in accordance with the provisions of the law.

6.3 This Integrity Pact shall remain valid until replaced. Should one or more provisions of this Integrity

Pact be regarded as invalid, remainder of the provisions will remain valid.

Public

When downloaded from the document management system, this document is uncontrolled and the responsibility rests with the user to

ensure it is in line with the authorized version on the system. No part of this document may be reproduced in any manner or form by third

parties without the written consent of Eskom Holdings SOC Ltd, © copyright Eskom Holdings SOC Ltd, Reg No 2002/015527/30

Annexure Attached (Y /

N / n/a)

1.1.1 *Authorisation Form Annexure A Y

1.1.2 *Acknowledgement form Annexure B Y

1.1.3 *Tenderer’s particulars Annexure C Y

1.1.4 *Integrity Declaration Form Annexure D Y

(refer to www.eskom.co.za for the Supplier Integrity

Pact that suppliers are required to download and read)

1.1.5 *CPA Requirements for Local Goods/Services Annexure E Y

1.1.6 *CPA(IG) for Foreign Goods/Services (if applicable) Annexure F Y

1.1.7 SBD 6.2 Declaration Certificate for Local Production Annexure G1 Y

and Local Content

(only applicable if designated materials are

included and then Tenderers will be required to

complete and submit Annexures F1 to F4 as

evidence of compliance with this requirement).

Annexure C Local Content Declaration- Summary

Schedule Annexure G2 N

Annexure D Imported Content Declaration –

Supporting Schedule to Annexure C Annexure G3 N

Annexure E Local Content Declaration- Supporting

Schedule to Annexure C Annexure G4 N

1.1.8 *SBD 1 Invitation to Bid must be filled out by all Annexure H Y

tenderers and submitted with the tender at tender

submission deadline

1.1.9 *SBD 6.1 Preference Points Claim Form in terms of Annexure I Y

Pppf

provisions of this Agreement for any

purpose whatsoever other than the Project

The Fourth Schedule to the Income Tax Act (“the Act”) requires that Employees' Tax must be

withheld from "remuneration" paid by an "Employer" to an "Employee". This tool is intended to establish

whether an Individual, Close Corporation, Company or Trust should be classified as an Independent

Contractor, Personal Service Provider, Labour Broker or a Dependent Contractor, and the tax

consequences of such classification.

This Pack is applicable ONLY to Contractors who supply Eskom Holdings SOC Ltd (“Eskom”) and its

subsidiaries with services or Individual Contractors providing Eskom with labour.

The Contractor or its duly authorised representative must declare that all questions have been answered

truthfully.

Answering the questions will direct you to your next step.

Please note:

This Pack is based on tax legislation for the 2023/2024 tax year and is subject to change.

In the questions, any references to "you" refers to the Contractor.

In the questions, the term Contractor is used interchangeably with Individual/CC/Company/Trust.

Definitions as per the Income Tax Act are included in Appendix 10.

Any reference to “Eskom” refers to Eskom Holdings SOC Ltd and its subsidiaries:

• Eskom Rotek Industries SOC Ltd

• Eskom Enterprises SOC (Pty) Ltd

• Escap SOC (Pty) Ltd

• Eskom Finance Company SOC (Pty) Ltd

• Eskom Foundation NPC

• National Transmission Company SA

The Pack is based on legislation and case law applicable to the 2023/2024 tax year. We therefore

recommend that, if it is used outside of this period, you should first consult with your representative in

Eskom to refer it to Eskom’s Corporate Tax Department in Megawatt Park.

When you return the completed Pack; i.e. the signed summary sheet and signed affidavits to Eskom,

please copy Group Tax on Email address: [email protected]

The Contractor or its duly Authorised Representative acknowledges and accepts that:

• Definitions as per the Income Tax Act, No , as amended, are listed in Appendix 10 for

ease of reading.

• It is responsible for accuracy and completeness of all information, which is provided in completing

this Pack;

• The Pack will not be automatically updated with any changes in legislation.

Disclaimer

Applicable to the 2023/2024 Tax Years

Eskom accepts no liability whatsoever for any loss or damages whatsoever and howsoever incurred, or

suffered, resulting, or arising, from the use of this Pack.

Contractor type

Supplier category

Please complete the following questionnaire for:

Company/Close Corporation/Trusts - EVALUATION PACK A on .

Individuals - EVALUATION PACK B on .

Applicable to the 2023/2024 Tax Years

Evaluation pack a

(To determine whether a Company, Close Corporation (CC) or Trust is a Personal

Service Provider)

Fields marked with an Asterisk (*) must be completed

Contractor’s details for a company or close corporation or

Trust

Contractor’s Name* Vendor No.

Duly Authorised Representative Name Representative Surname

Capacity Representative ID No.*

Representative Passport No. (if no RSA ID) Country of Passport Issue

VAT Registration No. Income Tax Registration No.*

CO/CC/Trust Registration No.* E-Mail Address

Telephone Number* Fax Number

Contractor’s Physical Business Address*

Unit No

Complex Name

Street Number

Street Name

Suburb

City/Town

Postal Code

Contractor’s Postal Business Address*

Same as above (Mark with an X)

Address TYPE (Delete where not applicable) P O Box/Private Bag/Street Address

P O Box/Private Bag/Street NUMBER

Street Name

Suburb

Town

Postal Code

Contractor’s Bank Details*

Account Number Bank Name

Branch Name Branch Number

Name of Account Holder Account Type (Delete where not applicable)

Current/ Savings/ Transmission/Credit Card/Bond

Account

Account Holder Relationship*

i.e. own, joint or 3rd party Own/Joint/3rd Party

Applicable to the 2023/2024 Tax Years

Please answer the following questions by marking the appropriate column with an

"X".

The term “You” will refer to the Company/CC/Trust in this Questionnaire.

1. RESIDENCE Yes No

Question 1(i)

Are you a Resident of the Republic of South Africa in terms of the Income Tax Act?

(Refer to Appendix 10 for the definition of a resident).

If the answer is Yes, go to Question 2(i).

If the answer is No:

• Sign Appendix 9. Submit The Pack to your contractor representative in

Eskom to refer it to Eskom Group Tax Department in Megawatt Park.

• No further questions must be answered.

2. NUMBER OF EMPLOYEES EXCLUSION Yes No

Question 2(i)

Do you employ 3 (three) or more persons (excluding shareholders or members or

beneficiaries of the Company/CC/Trust)?

If the answer is Yes, go to Question 2(ii).

If the answer is No, go to Question 3(i).

Question 2(ii)

Are these employees employed:

• On a full time basis; and
• Are they engaged in the business of the Company/CC/Trust?

If the answer is Yes, go to Question 2(iii).

If the answer is No, go to Question 3(i).

Question 2(iii)

Are the above 3 employees connected to the shareholders or the members or the

beneficiaries of the Company/CC/Trust?

If the answer is Yes, go to Question 3(i).

If the answer is No:

• Sign Appendix 1. If the Affidavit is not signed, PAYE will be withheld

from your payments.

• Sign Appendix 8. If the Declaration is not signed, PAYE will be withheld

from your payments.

• No further questions must be answered.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the Evaluation Pack.

Applicable to the 2023/2024 Tax Years

3. SERVICES RENDERED BY A CONNECTED PERSON Yes No

Question 3(i)

Will/are any person who is a Connected person in relation to the Company/CC/Trust

render services personally to Eskom on behalf of the Company/CC/Trust? (Refer to

Appendix 10 for the definition of a Connected person).

If the answer is Yes, go to Question 4(i).

If the answer is No:

• Sign Appendix 2. If the Affidavit is not signed, PAYE will be withheld

from your payments.

• Sign Appendix 8. If the Declaration is not signed, PAYE will be withheld

from your payments.

• No further questions must be answered.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the evaluation Pack.

4. MORE THAN 80% OF INCOME TEST Yes No

Question 4(i)

During the current year of assessment:

• Will more than 80% of your income; or
• Is it likely that more than 80% of your income will consist of amounts

received either directly or indirectly, from:

• any one client, or
• an Associated institution in relation to that client? (Refer to Annexure 9 for

the definition of an Associated institution)

If the answer is Yes:

• Sign Appendix 7. PAYE will be withheld from your payments.
• Go to Question 6(i) to determine the correct disclosure code on the IRP5.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the evaluation Pack.

If the answer is No:

• Sign Appendix 4. If the Affidavit is not signed, PAYE will be withheld

from your payments.

• Go to Question 5(i).

5. PLACE, CONTROL AND SUPERVISION TEST Yes No

Question 5(i)

Must your duties be performed /are your duties performed mainly (more than 50%) at

the premises of Eskom,

And

Will you be subject /are you subject to Eskom’s control or supervision as to the

manner in which your duties are to be performed?

If the answer is Yes to BOTH questions:

• Sign Appendix 7. PAYE will be withheld from your payments.
• Go to Question 6(i) to determine the correct disclosure code on the IRP5.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the evaluation Pack.

If the answer is No:

• Sign Appendix 3. If the Affidavit is not signed, PAYE will be withheld

from your payments.

• Go to Question 6(i).

Applicable to the 2023/2024 Tax Years

6. DOMINANT IMPRESSION TEST Yes No

Question 6(i)

Do/will the payments by Eskom for services payable with reference to output or

certain agreed results, e.g. payment (be it a fixed fee or an hourly rate) be only due if

and when a specific deliverable has been completed?

Question 6(ii)

Does/Will Eskom have the contractual right to control the tools or equipment, staff,

raw materials, routines, patents or technology used in the provision of the services?

Question 6(iii)

Are you/will you prohibited from rendering services to any other employers/clients

during the period of service to Eskom?

Question 6(iv)

Do/will you have the right to sub-contract work?

Question 6(v)

Are you personally or will you personally be at risk for the quality of the work done or

to be done (risk for poor quality; time over-runs, project not producing income)?

Question 6(vi)

Are/will you or the person rendering the service be obliged to be present and perform

the work at Eskom regardless of whether work is available or not?

Question 6(vii)

Is Eskom’s business or will Eskom’s business be critical to your financial/economic

survival?

Question 6(viii)

Does/will your position form part of Eskom’s organisational structure?

Question 6(ix)

Does/will Eskom provide you with any of the following:

• Pension fund / Provident fund / Retirement Annuity Fund;
• Medical Aid;
• Leave of any nature;
• Salary increases;
• Bonuses;
• Any allowances.

Question 6(x)

Does/will Eskom provide you with an office?

Question 6(xi)

Does/will Eskom provide you with any equipment, tools, stationery and material?

Please go to the next section to establish your tax status.

Applicable to the 2023/2024 Tax Years

To establish your tax status, you need to summarise the “Yes” and “No” as

answered on Question 6(i) to 6(xi) in the column below:

Question Yes No

6(i) Independent PSP

6(ii) PSP Independent

6(iii) PSP Independent

6(iv) Independent PSP

6(v) Independent PSP

6(vi) PSP Independent

6(vii) PSP Independent

6(viii) PSP Independent

6(ix) PSP Independent

6(x) PSP Independent

6(xi) PSP Independent

Decision

Independent

Psp

If you have answered “PSP” to any of the following questions 6 (i), 6(iii), 6(v), 6(vi),

6(ix);

or

If you have answered more than 50% “PSP” to questions 6(ii), 6(iv), 6(vii), 6(viii),

6(x), 6(xi):

• Complete and sign Appendix 7. PAYE will be withheld from your payments

and will be coded as 3601 on your IRP5 certificate.

• No further questions must be answered.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the evaluation Pack.

Alternatively:

If you have already signed Appendix 7 on Questions 4 or 5:

• Code 3616 must be marked on Appendix 7 as the applicable code to be

disclosed on the IRP5 for payments received.

If you have not signed Appendix 7 on Questions 4 or 5:

• Sign Appendix 8. If the Declaration is not signed, PAYE will be withheld

from your payments.

• No further questions must be answered.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the evaluation Pack.

Applicable to the 2023/2024 Tax Years

Summary for ID No. Vendor No:

Company/Close Corporation/Trust Summary

Please sign

he

following

Questions Answer Appendix

(Appendices

)

1(i) Are you a Resident of the Republic of South Africa in terms of the Income

Tax Act?

2(i) Do you employ 3 (three) or more persons (excluding shareholders or

members or beneficiaries of the Company/CC/Trust and connected

persons in relation to the shareholder or member or beneficiaries)?

2(i ) Are these employees employed on a full time basis and are they engaged

in the business of the Company/CC/Trust?

2(iii) Are the above 3 employees connected to the shareholders or the members

or beneficiaries of the Company/CC/Trust?

3(i) Will/are any person who is a Connected person in relation to the

Company/CC/Trust render services personally to Eskom on behalf of the

Compa y/CC Trust?

4(i) During the current year of assessment will more than 80% of your income

or is it likely that more than 80% of your income will consist of amounts

received either directly or indirectly from any one client, or an Associated

institution in relation to that client?

5(i) Must your duties be performed / are your duties performed mainly (more

than 50%) at the premises of Eskom AND will you be /are you subject to

Eskom’s control or supervision as to the manner in which your duties are

performed or to the hours of work?

6( ) Do/will the payments by Eskom for services payable with reference to

output or certain agreed results, e.g. payment (be a fixed fee or an hourly

rate) be only due if and when a specific deliverable has been completed?

6(ii) Does/Will Eskom have the contractual right to control the tools or

equipment, staff, raw materials, routines, patents or technology used in the

provision of the services?

6(iii) Are you/will you prohibited from rendering services to any other

employers/clients during the period of service to Eskom?

6(iv) Do/will you have the right to sub-contract work?

6(v) Are you personally or will you personally be at risk for the quality of the

work done or to be done (risk for poor quality; time over-runs, project not

producing income)?

6(vi) Are/will you or the person rendering the service be obliged to be present

and perform the work at Eskom regardless of whether work is available or

not?

6(vii) Is Eskom’s business or will Eskom’s business be critical to your

financial/economic survival?

6(viii) Does/will your position form part of Eskom’s organisational structure?

6(ix) Does/will Eskom provide you with any of the following:

Pension fund / Provident fund / Retirement Annuity Fund; medical aid,

leave of any nature, salary increases, bonuses or any allowances.

6(x) Does/will Eskom provide you with an office?

6(xi) Does/will Eskom provide you with any equipment, tools, stationery and

material?

Tax Status

Particulars of person acting as representative of the company/close

Corporation/trust

I, the undersigned, confirm that the information provided above is accurate, and that the Company/CC/Trust will,

while contracted to Eskom, inform Eskom of any changes that take place pertaining to the information provided

above. Eskom shall be entitled to withhold from any payments to be made to the Company/CC/Trust, any taxes,

interest and penalties that it may be required to pay to SARS as a result of the above information being inaccurate.

Representative's Full Names Capacity Contact No.

Signature Date

Applicable to the 2023/2024 Tax Years

Evaluation pack b

(To determine whether an Individual is a Dependent Contractor)

Fields marked with an Asterisk (*) must be completed

Contractor’s details for an individual*

Trading Name* Vendor No.

First Names* Initials*

Surname* ID Number*

Passport No. (if no RSA ID) Country of Passport Issue

VAT Registration No. Income Tax Registration No.*

Date of Birth* E-Mail Address

Telephone Number* Fax Number

Contractor’s Physical Business Address*

Unit No

Complex Name

Street Number

Street Name

Suburb

City/Town

Postal Code

Contractor’s Postal Business Address*

Same as above (Mark with an X)

Address TYPE (Delete where not applicable) P O Box/Private Bag/Street Address

P O Box/Private Bag/Street NUMBER

Street Name

Suburb

Town

Postal Code

Contractor’s Bank Details*

Account Number Bank Name

Branch Name Branch Number

Name of Account Holder Account Type (Delete where not applicable)

Current/ Savings/ Transmission/Credit Card/Bond

Account

Account Holder Relationship*

i.e. own, joint or 3rd party Own/Joint/3rd Party

Applicable to the 2023/2024 Tax Years

Please answer the following questions by marking the appropriate column with an

"X".

1. Service or people test service people

Question 1(i)

Do/will you provide Eskom with a service or people?

If the answer is “Service”:

• Complete and sign Appendix 5 Affidavit. If the Affidavit is not signed,

PAYE will be withheld from your payments.

• Go to Question 3(i).

If the answer is “People”, go to Question 2(i).

2. PEOPLE TEST Yes No

Question 2(i)

Do you provide Eskom with People and will these people be paid by you?

If the answer is Yes, go to Question 2(ii).

If the answer is No, go to Question 3(i).

Question 2(ii)

Are you in possession of an IRP30 exemption certificate which is valid for the period

under review?

If the answer is Yes:

• Sign Appendix 6. If the Agreement is not signed, PAYE will be withheld

from your payments.

• Provide Eskom with the valid IRP30 certificate. If this certificate is not

provided, PAYE will be withheld from your payments until such time

the IRP30 certificate is provided.

• No further questions must be answered.
• Sign the “Particulars of Individual” Section at the end of the Evaluation

Pack.

If the answer is No:

• Sign Appendix 6. PAYE will be withheld from your payments.
• PAYE will be withheld from your payments until such time the valid

IRP30 certificate is provided.

• No further questions must be answered.
• Sign the “Particulars of Individual” Section at the end of the Evaluation

Pack.

3. RESIDENCE TEST Yes No

Question 3(i)

Are you a Resident of the Republic of South Africa in terms of the Income Tax Act?

(Refer to Appendix 10 for the definition of a Resident).

If the answer is Yes, go to Question 4(i).

If the answer is No:

• Sign Appendix 9. Submit this document to your representative in

Eskom to refer it to Eskom Group Tax Department in Megawatt.

• No further questions must be answered.

Applicable to the 2023/2024 Tax Years

4. NUMBER OF EMPLOYEES EXCLUSION Yes No

Question 4(i)

Do you employ:

• 3 (three) or more persons, throughout the year?

If the answer is Yes, go to Question 4(ii).

If the answer is No, go to Question 5(i).

Question 4(ii)

Are these employees employed:

• On a full time basis in your business; and
• Are they engaged in the business of the Individual?

If the answer is Yes, go to Question 4(iii).

If the answer is No, go to Question 5(i).

Question 4(iii)

Are any of these employees Connected persons in respect of the Individual, e.g.

spouse, parent, adoptive parent, child, grandparent, cousin, etc.? (Refer to

Appendix 10 for the definition of Connected person).

If the answer is Yes, go to Question 5(i).

If the answer is No:

• Sign Appendix 1. If the Affidavit is not signed, PAYE will be withheld

from your payments.

• Sign Appendix 8. If the Declaration is not signed, PAYE will be

withheld from your payments.

• No further questions must be answered.
• Sign the “Particulars of Individual” Section at the end of the Evaluation

Pack.

5. PLACE AND CONTROL TEST Yes No

Question 5(i)

Must your duties be performed mainly (i.e. more than 50%) at premises of Eskom?

If the answer is Yes, go to Question 5(ii).

If the answer is No, go to Question 5(ii).

Question 5(ii)

Will you be /are you subject to Eskom’s control or supervision as to the manner in

which your duties are to be performed or as to the hours of work?

If the answers in both Questions 5(1) and 5(ii) are Yes:

• Sign Appendix 7. PAYE will be withheld from your payments.
• Go to Question 6(i) to determine the correct disclosure code on the IRP5.
• Sign the “Particulars of Individual” at the end of the Evaluation Pack.

If the answer is No:

• Sign Appendix 3. If the Affidavit is not signed, PAYE will be withheld

from your payments.

• Go to Question 6(i).

Applicable to the 2023/2024 Tax Years

6. DOMINANT IMPRESSION TEST Yes No

Question 6(i)

Do/will the payments by Eskom for services payable with reference to output or

certain agreed results, e.g. payment (be it a fixed fee or an hourly rate) be only due

if and when a specific deliverable has been completed?

Question 6(ii)

Does/Will Eskom have the contractual right to control the tools or equipment, staff,

raw materials, routines, patents or technology used in the provision of the services?

Question 6(iii)

Are you/will you prohibited from rendering services to any other employers/clients

during the period of service to Eskom?

Question 6(iv)

Do/will you have the right to sub-contract work?

Question 6(v)

Are you personally / will you personally be at risk for the quality of the work done or

to be done (risk for poor quality; time over-runs, project not producing income)?

Question 6(vi)

Are/will you or the person rendering the service be obliged to be present and

perform the work at Eskom regardless of whether work is available or not?

Question 6(vii)

Is Eskom’s business or will Eskom’s business be critical to your financial/economic

survival?

Question 6(viii)

Does/will your position form part of Eskom’s organisational structure?

Question 6(ix)

Does/will Eskom provide you with any of the following:

• Pension fund / Provident fund / Retirement Annuity Fund;
• Medical Aid;
• Leave of any nature;
• Salary increases;
• Bonuses;
• Any allowances.

Question 6(x)

Does/will Eskom provide you with an office?

Question 6(xi)

Does/will Eskom provide you with any equipment, tools, stationery and material?

Please go to the next section to establish your tax status.

Applicable to the 2023/2024 Tax Years

To establish your tax status, you need to summarise the “Yes” and “No” as

answered on Question 6(i) to 6(xi) in the column below:

Question Yes No

6(i) Independent Employee

6(ii) Employee Independent

6(iii) Employee Independent

6(iv) Independent Employee

6(v) Independent Employee

6(vi) Employee Independent

6(vii) Employee Independent

6(viii) Employee Independent

6(ix) Employee Independent

6(x) Employee Independent

6(xi) Employee Independent

Decision

Independent

Psp

If you have answered “Employee” to any of the following questions 6 (i), 6(iii), 6(v),

6(vi), 6(ix);

or

If you have answered more than 50% “Employee” to questions 6(ii), 6(iv), 6(vii),

6(viii), 6(x), 6(xi):

• Complete and sign Appendix 7. PAYE will be withheld from your payments.
• No further questions must be answered.
• Sign “Particulars of Individual” at the end of the evaluation Pack.

Alternatively:

If you have already signed Appendix 7 on Questions 5:

• Code 3616 must be marked on Appendix 7 as the applicable code to be

disclosed on the IRP5 for payments received.

If you have not signed Appendix 7 on Questions 5:

• Sign Appendix 8. If the Declaration is not signed, PAYE will be

withheld from your payments.

• No further questions must be answered.
• Sign “Particulars of person acting as representative of the Company/Close

Corporation/Trust” at the end of the evaluation Pack.

Applicable to the 2023/2024 Tax Years

Summary for ID No. Vendor No:

Company/Close Corporation/Trust Summary

Please si n

the following

Construction Services CONTRACT NO. _________

NEC3 Term Service

Contract Quality Plan template assist the supplier to identify and plan for meeting client's/ contract expectations/requirements for quality management

NB: The tenderer must complete and sign this form to acknowledge and accept Eskom Supplier Quality Requirements as per 240-105658000 Specification and ISO 9001 Standard.

Construction Services 5 years

Signature

of Environmental Document Comments

Training and competency

• First Aider.
• Designation Employer (Site Manager with

Compulsory OHS/SHE Legal Liability

Training).

• Supervisor (SHE training)- Compulsory Legal

Liability & OHS Supervisory training.

• OHS Representatives (more than 20

employees or risk based).

Public

When downloaded from the document management system, this document is uncontrolled and the responsibility rests with the user to ensure it is in line with the authorised version on

the system. No part of this document may be reproduced without the expressed consent of the copyright holder, Eskom Holdings SOC Ltd, Reg No 2002/015527/30.

of 9

Template Identifier 240-43921898 Rev 5

Annexure C 1: OHS Tender Evaluation Template (High risk) Document Identifier 240-77471651 Rev 3

Effective Date May 2021

Cell A5: Designation Employer (Site Manager with OHS/SHE Legal Liability Training)

Duvha Power Station, owned and operated by Eskom is a coal-fired power station of five powergenerating units with a combined capacity of 3,000MW (excluding unit 3 which was decommissioned).

The power station is located about 13 kilometres southeast of Emalahleni in the Nkangala District

Municipality, Mpumalanga Province. The location is illustrated in Figure 1 below. The centre coordinates (WGS 84) for the power station are as follows:

25° 57’ 40.96’’ S 29° 20’ 17.06’’ E

Duvha Power Station has over 40 years in operation and civil and structures are required to be

inspected and maintained periodically for safe use as per the construction regulations. This document

contains the technical requirement for corrective and preventative maintenance works to be carried out

by an appointed contractor for a period of 5 years. The technical requirements are in line with the

maintenance strategy for Duvha Power Station civil and structures. All defective infrastructures will be

executed and prioritised in accordance with the requirements stipulated in (240-44948953 Work

Prioritisation Procedure). The maintenance works for the civil structures is for period of 5 years to

ensure compliance with construction regulations to render the civil structures and infrastructures safe

for continue use.

Figure 1: Showing a topographical location of Duvha Power Station

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2. Supporting clauses

2.1 Scope

This document covers the technical requirement for the provision of a maintenance contract for Duvha

Power Station civil and structures. The service for the maintenance works is outsourced to a contractor

to execute the works on behalf of the client. This works includes but not limited to the followings works.

• Concrete works such as repairs, replacement, reinforcement, and corrosion protection or

painting.

• Structural steel works, such as repairs, fabrication and installation of steel structures.

• Carpentry works such as repair, replacement, and weather protection (outdoor).

• Brickworks such as repair, replacement, reinforcement, plastering and painting.

• Weather proofing of structures such as waterproofing, corrosion protection, acid/chemical

resistance coating of structures and weather protection (outdoor).

• Earthworks such as excavations & backfilling, filling of sinkholes, soil/earth erosion and

compaction.

• Sheeting and cladding works such as repairs, replacement, and painting.

• Roadworks for surfaced/paved and unsurfaced roads such as repair, replacement, compacting,

marking and signage.

• Fencing such as repair, replacement, and painting.

• Material testing.

• Underground scanning.

• Rope access for elevated works such as roof repairs

2.1.1 Purpose

The purpose of this document is to describe in detailed the requirement for the provision of a

maintenance contract for Duvha Power Station civil and structures to comply with Construction

Regulations and the Occupational Health and Safety Act, no (OHS).

2.1.2 Applicability

This document applies to Duvha Power Station.

2.2 Normative/informative references

Parties using this document to apply the most recent edition of the documents listed in the following

paragraphs.

2.2.1 Normative

[1] 32-727 - Eskom Safety, Health, Environment and Quality (SHEQ) Policy.

[2] Occupational Health and Safety Act No. , Construction Regulations.

[3] ISO 9001 Quality Management Systems.

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[4] 240-99527377, Inspection manual for civil works at Eskom’s Power Stations.

[5] 03A-ENS0040 Rev 3 - Civil Structures Maintenance Execution Strategy.

[6] 03A-ENS0042 Rev 3 - Water Retaining Structure Outside Plant Maintenance Strategy.

[7] 240-44948953 Work Prioritisation Procedure.

[8] 240-106365693, Standard for External Corrosion Protection of Plant Equipment and

Associated Piping with Coatings.

[9] 240-75655504 Corrosion Protection Standard for New Indoor and Outdoor Eskom

Equipment.

[10] 240-106628253, Standard for Welding Requirements on Eskom Plant

[11] National Environmental Management Act, 1998 (Act )

[12] National Environmental Management Waste Act, 2008 (Act )

These documents are indispensable for the application of this document, i.e., documents to be used

together with this document.

2.2.2 Informative

[13] 474-58 (Rev1): Document and Records Management

[14] 240-53113685, Design Review Procedure

[15] 240-53114002, Engineering Change Management Procedure

[16] 240-76992014, Project/Plant Specific Technical Documents and Records Management Work

Instruction

2.3 Definitions

Definition Description

Controlled disclosure controlled disclosure to external parties (either enforced by law, or

discretionary).

Task Order A task order is a written instruction to proceed with the task as stipulated

on the task order. The task order will only be valid if a “45 number” appear

on the task order. The “45 number” will serve as the order number for the

task and need to be stated on the invoice for the work done as per task

order.

Client The owner of the Power Station at which the inspections are to be done.

Normally the Client will be represented by the Power Station or System

Engineer

Contractor Service provider appointed to supply a specific service to Eskom, Duvha

Power Station.

Employer Eskom, or Eskom Duvha Power Station or representative

Sub-contractor An individual or business which has a contract with a principal contractor

to supply some portion of the work or services on a project which the

contractor has agreed to perform

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2.4 Abbreviations

Abbreviation Description

CCTV Closed-Circuit Television

CV Curriculum Vitae

CM Contract Manager

ECSA Engineering Council of South Africa

ESP Electrostatic Precipitator

FFP Fabric Filter Plant

ISO International Standard Organisation

MW megawatt

SANS South African National Standards

SHEQ Safety, Health, Environmental & Quality

SE System Engineer

PPE Personal protective Equipment

PSR Plant Safety Regulations

QA Quality Assurance

QC Quality Control

QCP Quality Control Plan

WGS World geodetic System

2.5 Roles and responsibilities

2.5.1 Employer

Safety, Health and Environmental

The Employer to ensure the following:

• The Contractor is in good standing with the compensation fund, or any licensed compensation

insurer as contemplated in the compensation for occupational injuries and diseases act, before

work beginning work on site.

• A Health and Safety specification or plan is in place/available, implemented and maintained.

The Employer to also ensure that a copy of the Principal Contractor's health and safety plan is

available on request to an Employee, Inspector or Contractor. Non-compliances will result in

work stoppages.

• Audit periods are mutually agreed between the Client and Principal Contractor.

• The Contractor is notified promptly of situations which may affect the health and safety of any

person carrying out works on site.

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• Sufficient health and safety information as well as resources are made available to the Principal

Contractor, where changes are brought about.

• Persons appointed by the Employer may at any stage during the term of the contract:

o Conduct health and safety audits to establish the effectiveness of the Contractor’s health

and safety management systems.

o Refuse employees or agents of the Contractor access to the Power Station Site if such

persons commit unsafe acts or unsafe working practice or is found not competent or

authorised.

o Stop works should there be unsafe working practices and procedures.

General

The Employer to ensure the following:

• Employees of the Contractor have the necessary competencies and resources to carry out

works.

• The work is carried out by appropriately by competent person(s).
• All relevant Eskom governance documents are provided to the Contractor.
• Conduct periodical inspections for the works performed by the Contractor.
• Provide quality assurance for the works performed by the Contractor.

2.5.2 Appointed Principal Contractor

Safety, Health and Environmental

The Principal Contractor to ensure the following:

• Compliance with all requirements of the Occupational Health and Safety Act no and

its regulations and all other relevant health and safety legislation to ensure the health and safety

of persons carrying out works. This to also apply to sub-contractors.

• A health and safety plan, based on the employer's health and safety specification is provided to

the employer. This to be applied from the date of commencement and duration of works. The

contents of the health and safety plan to also be discussed and negotiated with sub-Contractors.

The health and safety plan to be implemented and maintained on site.

• Compliance with Eskom's SHE policy, procedures, standards, guidelines, specifications, and

site regulations.

• All employees undergo safety induction training on-site.

• All employees or agents, visitors of the Contractor are medically, physical, and psychologically

fit to enter the Power Station and carry out works. Employees to also have a valid medical

certificate of fitness specific to the work to be performed.

• Sub-Contractor(s) is in good standing with the compensation fund, or any licensed

compensation insurer as contemplated in the compensation for occupational injuries and

diseases act, before work beginning work on site.

• Safeguard all employees by maintaining a safe and hygiene working environment and culture.

• A safety profile is kept for tracking and auditing purposes.

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• All safety and health related incidents around site or working areas and threats that pose a

danger to one's life or health are at once reported.

• Sufficient health and safety information as well as resources are made available to the

Contractor, where changes are brought about.

• The Contractor to also ensure that ergonomic related hazards are evaluated and addressed in

the risk assessment.

• The Contractor's employees and/or sub-Contractors are notified promptly of situations which

may affect the health and safety of any person carrying out works on site.

• The Contractor to wear the full PPE as displayed at different plant areas. The provision of the

PPE to the Contractors' Employees is the responsibility of the Contractor.

• Employees/agents are supervised. Full responsibility and accountability to be taken to ensure

that all employees are competent and aware of all requirements needed to execute works safely.

• Perform quality control and risk assessments on all on-site activities or works. These to be

performed by a competent person appointed in writing. The risk assessment to form part of the

health and safety plan to be applied on the site and to include at least:

o The identification of the risks and hazards to which persons may be exposed to.

o The analysis and evaluation of the risks and hazards identified.

o A documented plan of safe work procedures to mitigate, reduce or control the risks and

hazards that have been identified.

o A monitoring plan; and

o A review plans.

• Compliance with all applicable environmental laws and regulations, guidelines, and procedures

during the execution of maintenance services. Subcontractors and others under the Contractor's

direction and control to observe and comply with the latter.

General

• All Contractors to work within the parameter of the job description and scope of work.
• To keep all instructions/ procedures on hand and supply Eskom power station with reference to

be included in this document and supply record and history requirements.

• The Contractor is responsible for executing the works as detailed in this document. The

Contractor takes all necessary precautions that may be required to safeguard existing

infrastructure and services including protection of all surface works. These additional works are

formally documented in method statements for the Employer’s review and acceptance.

• The Contractor takes note that review and acceptance of any document/ drawing/ design

calculations by the Contract Manager in no way relieves the Contractor of his liability for the

works. The Contractor remains liable for all works conducted as per this document.

• The Contractor is liable and fully accountable for the works and the constructability thereof.
• The Contractor interacts with others through the Contract Manager or Contract Manager’s

delegates, to ensure seamless integration of the various works.

• Execute the scope of work as per the employer’s specification.

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• To work with and consult with the other functions/structures of the Employer.

• Resources and tools required by personnel for executing works are provided by the Contractor.

• To produce and submit to the Employer for approval, the number and details of personnel that

will execute the works. Qualifications and proof thereof to also be provided to the Employer.

• To procure or co-ordinate the supply of required consumables.

• To assist the maintenance Contract Manager in planning, organizing, and managing all

maintenance related activities.

• To take adequate precautions to prevent damage to civil and structural assets.
• The Contractor's employees or agent to abide to Eskom's Life Saving Rules. If found to have

violated any of the Eskom Life Saving Rules, they may face disciplinary action.

o Open, isolate, test, earth, bond, and/or insulate before touch.

o Hook up at heights.

o Buckle up.

o Be sober.

o Ensure that you have a permit to work.

o Wear correct PPE at all times.

o Report all incidents.

2.6 Related/supporting documents

Not Applicable

3.1 Description of the works

The objective of the Employer is to appoint a Contractor for maintenance services of civil and structures

at Duvha Power Station for a period of 5 years. The works entails the following:

• Provision of correct tools, gears, equipment, and consumables to carry out the work.
• Ensure the safety of own personnel, other contractors, and Eskom employees in the vicinity of

the works by complying with the OHS act No. and Regulations.

• Draft QCPs/ITPs for the works assigned to the contractor.
• Perform quality control on own work as per pre-approved quality control plans.
• Perform work within the specified period and to the acceptable ISO 9001:2015 quality standard.
• Provide labourers to carry out works.

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3.2 Require service for contractor

3.2.1 Carpentry and Glazing

3.2.1.1 Carpentry and glazing services

• Construct, remodel, retrofit and repair interior and exterior infrastructures made of wood &

drywall.

• Erection of formwork/ shutter boards for preparing and shaping fresh concrete where required.
• Construction of special furniture.
• Installation wooden floors, wall frameworks (timber) and roofs, and lay timber floors.
• Installation/ repair/ replacement of panels including fittings, supports and accessories.
• Construction and erection of prefabricated units.
• Installation of hardware, flooring underlay, insulating material and other fixtures.

3.2.1.2 Glazing

• Construct, remodel, retrofit and repair interior and exterior partition walls, doors and windows

opening made of glass.

• Removal and replacement of broken glass in wood or metal framed openings.
• Remove, repair/replace and install soundproof acoustic windows.
• Performs other related duties to work with specialized glass as required.

3.2.2 Waterproofing

3.2.2.1 Waterproofing services

• Removal and installation of waterproof membrane on buildings roofs & slabs, concrete

structures, and walls.

• Application of epoxy and sealant on the construction joints to improve waterproofing.
• Perform routine tasks associated in laying bituminous and other waterproofing materials on

roads, runways, parking areas and other surfaces.

3.2.2.2 Waterproofing specifications and requirements

Damp proofing and waterproofing to comply with the Specifications and requirements given the table

below. Waterproofing materials are applied in accordance with SANS 10021. All joints in damp-proof

course on walls are lapped a minimum of 150 mm except at junctions and corners where the lap is

equal the full thickness of the wall.

Material SANS Type and/or Additional Requirements

Bituminous damp-proof course to wall,

248 Type FV/ as specified on the drawings.

sills, etc.

Polyethylene sheet in damp-proof course

952 Type B/ as specified on the drawings

to walls, sills etc.

Ditto to floors and basements 952 Type C/ as specified on the drawings

Mastic asphalt for roofing 297 -

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Material SANS Type and/or Additional Requirements

Mastic asphalt for damp-proof coursed and

298 -

tanking

Bituminous roofing felt 92 Type 60/ as specified on the drawings

Polyethylene sheet for the waterproofing of

952 Type A/ as specified on the drawings

flat roofs

Chloroprene rubber sheet (for

580 At least 2.5 mm thick and 1200 mm wide

waterproofing)

Sealing compounds with two-component Type 2 Gun Grade/ as specified on the

polysulphide base drawings

3.2.3 Masonry works (bricklaying).

3.2.3.1 Masonry services

• Erection of new brick walls.
• Demolish and remove old brick walls.
• Repairs cracks on building walls.
• patches around the doors and windows.
• plastering and make good finishes on the brick walls.
• Loads and unloads materials.
• Performs other related duties as required.

3.2.3.2 Masonry specifications and requirement

List of applicable standards for masonry works.

Code Description

SABS 029 Comprehensive model building regulations Chapter 8: Masonry and walling

SANS 1206 Masonry units

SANS 227 Burnt clay masonry units

SANS 285 Calcium silicate masonry units

SANS 1215 Concrete masonry units

SANS 2001 CM1 Construction works Part CM1 – Masonry walling

SANS 10073 The safe application of masonry-type facings to buildings

SANS 10145 Concrete masonry construction

SANS 10249 Masonry walling

SANS 50413 Masonry cement

SANS 50771 Specification for masonry units

SANS 50934-3 Admixtures for concrete, mortar, and grout Part 3: Admixtures for masonry

mortar – Definition, requirements, conformity, marking and labelling

Specification data associated with SANS 2001 CM1 – Masonry walling.

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Clause/No Specification Data

Essential data

4.1 Materials

4.1.1.2 Burnt Clay masonry units complies with the requirements of SANS 227 and

have the following properties:

• Class of unit: FBS
• Foundation brickwork: NFX
• Internal brickwork: NFP
• Face Brick: FBS
• Work size: 222 x 106 x 73mm
• Colour of the face units:

o Dark: Country Meadow Satin

o Light: Opal Satin

• Nature of the unit: Manufacturer’s Specification
• Uniformity of colour and texture: Required
• Nominal compressive strength (non-facing):

o Foundation brickwork: NFX – 7.5 MPa minimum.

o Internal brickwork: NFP– 7.5 MPa minimum.

o Face Brick: FBS – 12.5 MPa

• Grade (efflorescence):

o Foundation brickwork: Normal

o Internal brickwork: Normal

o Face Brick: Special

• Limit of water absorption: Refer to 4.7 of SANS 227
• Limit of water-soluble salts content: Refer to 4.7 of SANS 227
• Limits of selected radicals: Refer to 4.7 of SANS 227
• Limits of pH value of water extracts: Refer to 4.7 of SANS 227
• Limits of moisture expansion: Refer to 4.7 of SANS 227

The quality verification are as follows: See Appendix F of SANS 227

The test for efflorescence is required.

4.1.4.1 Sands that comply with the requirements of SANS 1090 are required.

4.1.6 Mortar plasticizers and set-retarder admixtures are permitted.

4.1.9.1.2 Brick forces are galvanised.

4.1.9.2.2 Rod reinforcements are galvanised

4.1.12.1 Wall ties in cavity walls are of the butterfly type.

4.1.12.1 Only galvanised steel wall ties are used.

4.1.13.2 Internal steel door frames are galvanised.

4.2 Mortar

4.2.1.2 Mortar plasticizers and set-retarder admixtures are permitted

4.6.3.1 Reference panels are required

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Clause/No Specification Data

4.16 Roof anchors are in accordance with the requirements of SANS 10400

5 Compliance with Requirements

5.1.1 The degree of accuracy to be II

Variations

With reference to Clause 4.1.13:

Cm1. V.1

All other door and window frames are bronzed anodised aluminium.

List of applicable standards for foundations of masonry walling

Code Description

SANS 517 Light steel frame building

SANS 952-1 Polymer film for damp-proofing and waterproofing in buildings. Part 1:

Monofilament and co-extruded products

SANS 2001 Construction works Part CM2 – Strip footings, pad footings and slab on-the-

CM2 ground foundations for masonry walling

SANS 1200 F Standardized specification for civil engineering construction Section F: Piling

SANS 10100 The structural use of concrete

SANS 10120-2 F Code of practice for use with standardized specifications for civil engineering

construction and contract documents Part 2: Project specification Section F:

Piling

SANS 10120-3 F Code of practice for use with standardized specifications for civil engineering

construction and contract documents Part 3: Guidance for design Section F:

Piling

SANS 10120-5 F Code of practice for use with standardized specifications for civil engineering

construction and contract documents Part 5: Contract administration Section F:

Piling

SANS 10400 H The application of the National Building Regulations Part H: Foundations

SANS 101400 J The application of the National Building Regulations Part J: Floors

SANS 10161 The design of foundations for buildings

SANS 10088 Pile foundations

Specification data associated with SANS 2001 EM1 – Cement plaster.

Clause/No Specification Data

Essential data

4.1 Materials

4.1.6.2 This clause is deleted and replaced with the following:

“Admixtures are allowed to the mixes to improve workability or to improve the

properties of the finished plaster, provided that the data sheets for such have

been submitted to the Project Manager for review and acceptance prior to use”

4.2 Methods and procedures

4.2.3.2 Single-coat plaster: 10mm to 12mm

5.0 Compliance with the requirements

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Clause/No Specification Data

The permissible deviations in plaster to not exceed 4mm under a 2m straight

edge

Additional clauses

EM1. A.1 All cracks, blisters and other defects are carefully cut out and made good and

the whole of the plaster work is to be left in perfect and clean condition on

completion.

3.2.4 Concrete works

• Cast and compact fresh reinforced concrete on various plant areas.
• Cast and compact concrete grout on various plant areas.
• Repair existing concrete structures
• Surface preparation for concrete structures to be repaired, (removal of loose or broken concrete

from the structure, removal of dirt, etc.)

• Concrete finish will be advised by the Client for different areas.
• Install and fixing of concrete reinforcement steel.
• Construct mass concrete for works
• Remove, repair, and install concrete manholes, stormwater covers, sluiceway concrete covers

and cable trench concrete covers.

• Demolition of concrete structures.
• Fill up the cavities using soilcrete.

3.2.4.1 Concrete specifications and standards

List of applicable standards for concrete works

Code Description

Admixtures

240-144332407 Guideline for Eskom Power Stations Concrete Remedial Work

SANS 50934-1 Admixtures of concrete, mortar and grout, Part 1, Common requirements

SANS 50934-2 Admixtures of concrete, mortar and grout, Part 2, Concrete admixtures:

definitions, requirements, conformity, marking and labelling

SANS 50934-3 Admixtures for concrete, mortar and grout, Part 3, Admixtures for masonry

mortar - definitions, requirements, conformity and marking and labelling

SANS 50934-5 Admixtures for concrete, mortar and grout, Part 5, Admixtures for sprayed

concrete - definitions, requirements, conformity, marking and labelling

SANS 50934-6 Admixtures for concrete, mortar and grout, Part 6, Sampling, conformity

control and evaluation of conformity

Aggregates

SANS 1083 Aggregates from natural sources – Aggregates for concrete

SANS 1090 Aggregates from natural sources - Fine aggregates for plaster and mortar

Cementitious Materials

SANS 6151 Free water content of Portland cementitious materials

SANS 6152 Available alkali content of cement extenders (complying with SANS 50197-1)

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Code Description

SANS 50197-1 Cement. Part 1, Composition, specifications, and conformity criteria for

common cements

Concrete

SANS 878 Ready-mixed concrete

SANS 5860 Concrete tests - Dimensions, tolerances, and uses of cast test specimens

SANS 5861-1 Concrete tests - Mixing fresh concrete in the laboratory

SANS 5861-2 Concrete tests -Sampling of freshly mixed concrete

SANS 5861-3 Concrete tests - Making and curing of test specimens

SANS 5862-1 Concrete tests - Consistence of freshly mixed concrete - slump test

SANS 5862-2 Concrete tests - Consistence of freshly mixed concrete - flow test

SANS 5863 Concrete tests - compressive strength of hardened concrete

SANS 5864 Concrete tests - flexural strength of hardened concrete

SANS 5865 Concrete tests - the drilling, preparation, and testing for compressive strength

of cores taken from hardened concrete

SANS 6255 Mortar tests - compressive strength of mortar

SANS 50206 Concrete – Specification, performance, production, and conformity

Construction

SANS 2001 CC1 Construction works: Part CC1: Concrete works (structural)

SANS 2001 CC2 Construction works: Part CC2: Concrete works (minor works)

SANS 10100-2 The structural use of concrete. Part 2, Materials, and execution of work

SANS 10109-1 Concrete floors. Part 1, Bases to concrete floors

SANS 10109-2 Concrete floors. Part 2, Finishes to concrete floors

SANS 10155 Accuracy in buildings

SANS 53670 Execution of concrete structures

SANS 55392 Sustainability in building construction: general principles

Reinforcement

SANS 282 Bending dimensions and scheduling of steel reinforcement for concrete

SANS 920 Steel bars for concrete reinforcement

SANS 1024 Welded steel fabric for reinforcement of concrete

Water

SANS 51008 Mixing of water for concrete – Specification for sampling, testing, and

assessing the suitability of water, including water recovered from processes in

the concrete industry, as mixing water for concrete

Concrete and Related Products

SANS 266 Gypsum plasterboard

SANS 508 Concrete retaining blocks

SANS 541 Precast concrete paving slabs

SANS 677 Concrete non-pressure pipes

SANS 685 Fibre-cement sheets (flat and profiled)

SANS 803 Fibre-cement boards

SANS 819 Fibre-cement pipes, couplings and fittings for sewerage, drainage, and low-

pressure irrigation

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Code Description

SANS 927 Precast concrete kerbs, edgings, and channels

SANS 986 Precast reinforced concrete culverts

SANS 1058 Concrete paving blocks

SANS 1215 Concrete masonry units

SANS 1294 Precast concrete manhole sections and components

SANS 1372 Prefabricated concrete components for fences

SANS 1879 Precast concrete suspended slabs

SANS 1882 Polymer concrete surface boxes, manhole and inspection covers, gully

gratings and frames

SANS 50771-3 Specification for masonry units. Part 3, Aggregate concrete masonry unite

(dense and lightweight aggregates)

SANS 50771-4 Specification for masonry units. Part 4, Autoclaved aerated concrete masonry

units

SANS 10904 Fibre-cement corrugated sheets and fittings for roofing and cladding

Other Standards

SANS 53584 Products and systems for the protection and repair of concrete structures –

Test methods – Determination of creep in compression for repair products

SANS 1200 G Standardized specification for civil engineering construction Section G:

Concrete (structural)

Specification data associated with SANS 2001 CC1 – Concrete works (structural)

Clause/No Specification Data

Essential data

4.2 Materials

4.2.1.1 Cementitious binders are common cements that comply with SANS 50197-1 or

be blends of certain common cements and extenders1 that comply with SANS

55617-1*, SANS 50450-1** and SANS 50450-2** or SANS 53263-2***, SANS

50934-6*** and SANS 50934-2***.

4.2.2 Water complies with the requirements of SANS 51008.

4.2.3.1 2 The coarse aggregate has a nominal size of 19mm.

The nominal maximum size of coarse aggregate does not exceed:

• one-quarter of the minimum thickness of the concrete cross section, and
• the specified cover over reinforcement. In elements with closely spaced

reinforcement, the use of a nominal size of 9,5 mm or 13,2 mm should

be considered.

4.2.6 The grade of concrete is as follows:

• The minimum concrete grade for structural concrete is 35/19MPa.
• The minimum grade of blinding is 15/19MPa.
• The minimum grade of mass concrete is 15/19MPa.
• Mass concrete is defined as unreinforced concrete cast for fill in voids

etc.

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4.2.7 The material requirements for grout are as follows:

Cement complies with SANS 50196-1.

• Sand-cement grout

o The grout has a minimum crushing strength of the concrete. The

sand aggregate is capable of freely passing a filter mesh of 1.5

mm.

• Non-shrink grout

o A grout is regarded as non-shrink if its volume is not less than the

initial volume, after hardening for 28 days. During this period, the

test specimens to have been completely protected against drying,

evaporating, carbonation and exposure to temperatures outside

the range 23 °C ± 3 °C.

The type and brand of non-shrink grout to, after approval, be indicated on the

drawings and/or specification for concrete work.

In general, one of the following types of non-shrink grout are used:

• Cement-based non-shrink grout is not less than the strength of the

concrete.

• Special proprietary non-shrink or expansive grout is not less than the

strength of the concrete.

4.2.11.1 Joint fillers, sealants, water stops, bearings, and accessories complies with the

following requirements:

• Expansion joints are generally be filled with closed cell expanded

polyethylene foam and sealed against the ingress of dirt or water with a

gun grade sealant material to comply with manufacturer’s specifications.

4.3.1.5 Earth cuts may be used as forms for vertical surfaces.

4.3.1.8 Formed Concrete

The formed surfaces are as follows:

• Foundations (below 150 mm from finished floor level) – Rough finish is

acceptable.

• All concrete from 150 mm below finished floor level which receives and

additional finish – Smooth finish is required.

• Off-shutter concrete (not receiving any further finishes) – Smooth special

finish is permitted.

4.3.1.8 The degree of accuracy required is II.

4.3.8.3 The false work and supporting formwork on continuously reinforced concrete

structures to be removed as follows:

-On acceptance by the Contract Manager that the false work and formwork may

be removed.

4.4 Reinforcement

4.4.1.3 Bars may not be bent hot.

4.4.2.2 Welding of bars are not permitted.

4.4.3.1 The cover is as follows:

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• Severe exposure conditions as listed in Table 3 of the standard

4.5 Holes, chases and fixing bolts

4.5.1 Fixtures to be embedded in the concrete are as per client’s specifications.

4.6 Embedded items

4.6.2.1 The type and location of water stops are as per client’s specifications.

4.7 Quality of concrete

4.7.3.2 Pumping of concrete is permitted where necessary.

4.7.4.1 Efflorescence on exposed concrete surfaces is not permitted

4.7.12.1.1 Construction joints are required.

4.7.12.1.4 Proprietary bonding compounds between old and new concrete is permitted.

4.7.14.6 Concrete is not to be placed during periods of heavy or prolonged rain.

4.7.15.1 Exposed surfaces of concrete not finished against forms have the following

surface finishes:

• The surface, after the concrete has hardened sufficiently, is floated by

hand or machine sufficient only to produce a uniform surface free from

screed marks.

5 Compliance with the requirements

5.1 Testing

5.1.1.7 The test results from a ready-mix production facility, as part of its quality control

system, are used.

5.1.2.3 The test results may be assessed statistically.

5.2 Tolerances

5.2.1.1 The degree of accuracy is III for surfaces cast against earth cuts and II for other

concrete surfaces.

Variations

CC1.V.1 The uninterrupted supply of the correct volume to site is guaranteed if “ready-

mixed” concrete is used.

CC1.V.2 The space between pipes and ducts that are to be cast into reinforced concrete

and any adjacent reinforcement is not smaller than the larger of the following:

• 40mm, or,
• 5mm plus the maximum size of the coarse aggregate.

CC1.V.3 The Contract Manager may permit production of concrete at a central production

facility other than on the Site of construction and reserves the right to inspect for

acceptance of these central production facilities. The Contractor is responsible

for conducting all control testing.

CC1.V.4 Concrete may not be placed before the Contract Manager has given permission

in writing. A minimum written notice period of 24 hours prior to pouring is required

for each part of the structure.

CC1.V.5 the Contractor receives from the ready-mixed concrete Supplier, a certificate

with the following information:

• The nature and source of each constituent material.
• The proposed quantity of each constituent material per m3 of supply

compacted concrete.

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Additional clauses

CC1.A.1 Cement and cement extenders are free flowing and free of lumps and are

supplied in the manufacturer's sealed unbroken bags or in bulk. Material that

has become hardened or lumpy or fails to comply with the relevant standards in

any way is removed from the Site, without delay.

CC1.A.2 The materials used in the construction of falsework and formwork are suitable

for the purpose for which they are required and is of such a quality that will

produce the standard of work specified. The Contractor submits his proposal of

the materials that is used for the construction of the falsework and formwork to

the Contract Manager two weeks prior to use for his acceptance.

CC1.A.3 The minimum blinding thickness is 75mm.

CC1.A.4 All reinforcement is hot rolled steel grade 450MPa.

CC1.A.5 All cement and cement extenders used in the works are tested by the

manufacturer or the Contractor in a laboratory. Copies of all test results so

obtained accompany each delivery of cement and cement extender to the site

and included as executed records.

The Contractor keeps full records of all data relevant to the manufacture,

delivery, testing and use of all cement and cement extenders used in the Works.

CC1.A.6 Prevention of plastic shrinkage cracks

The Contractor takes measures as necessary to prevent plastic shrinkage

cracking in the concrete. Particularly on dry windy days or hot sunny days, the

Contractor makes provision for fine spraying of the concrete surface with water

as soon as it has taken its initial set or covers the concrete with plastic sheeting.

It may be necessary to change the aggregates or the concrete mix proportions.

To deal with shrinkage cracking, it may be necessary to change the time at

which, or the way, floating is carried out.

If plastic shrinkage cracking occurs, the cracks are be closed by re-vibrating the

concrete while the concrete is still in a plastic state. Once the cracks have been

closed, the concrete is kept thoroughly wet, or covered with plastic sheeting for

at least a further three hours.

CC1.A.7 Curing of concrete

Details of the Contractor's proposals for curing concrete are submitted to the

Contract Manager for agreement before the placing of concrete commences.

Membrane curing compounds are not permitted, where the aesthetic

appearance of the finished surface is of importance and there is any danger of

the membrane becoming difficult to remove.

CC1.A.8 The average strength of the 3 cubes crushed is referred to as one test

result. The results are submitted to the Contract Manager for his acceptance.

Cc1.A.9

• Provided the ambient air temperature does not fall below 10oC, no

special precautions need be taken to protect concrete from the effects of

cold weather.

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• If the ambient air temperature is in the range 0oC to 10oC and freezing

conditions are confined to ground frosts during the night, the Contractor

takes the necessary precautions to ensure that concrete is placed and

compacted at a concrete temperature of not less than 5oC and that it is

subsequently covered and protected from cold winds and frosts to

ensure that its temperature does not fall below that shown in Table

CC1.A.9 for at least the period shown in the table. Such precaution must

be presented to the Contract Manager for his approval.

• When it is likely that the ambient air temperature will fall below 0oC, the

Contractor ceases with placing of concrete when the air temperature falls

to 2oC and does not resume until it rises to 5oC,

Table CC1. A.9: Concrete temperature during early life

Characteristic Concrete to be maintained at not less

than temperature shown for a minimum Strength of Concrete

period of:

2oC 5oC

10 MPa 10.0 days 8.0 days

20 MPa 4.5 days 3.5 days

30 MPa and above 3.0 days 2.5 days

Notes:

1. The above periods are those estimated as necessary for the concrete to gain

a compressive strength of 5 MPa.

2. The periods required for other concrete strengths and temperatures may be

interpolated, but in no case to the maturing temperature fall below 2oC.

3. The temperature referred to is the minimum at any part of the concrete.

Concrete not placed within formwork or in contact with reinforcement

with a temperature which is at or below 0oC and it is not placed

against any surface bearing frost or ice.

CC1.A.10 No placing of concrete takes place if the ambient temperature exceeds or is

likely to exceed 32°C or if there are hot drying winds during the casting period,

without the acceptance of the Contract Manager.

Fresh concrete having a temperature exceeding 32oC are not placed in the

works. For pours of large volume where control of temperature rises or

temperature differential is critical, a lower maximum placing temperature, to be

agreed with the Contract Manager, may be imposed. The Contractor takes all

measures necessary to ensure that the specified maximum placing temperature

is not exceeded and that loss of moisture during transporting and placing is

reduced to the minimum. Such measures are agreed with the Contract

Manager.

Areas in which concrete is to be placed are shielded from direct sunshine and

rock or concrete surfaces are thoroughly wetted if instructed by the Contract

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Manager to reduce absorption of water from the concrete placed on or against

them.

After placing of concrete in any part of an area, the specified curing process

commences as soon as possible. If any interval occurs between completion of

placing and start of curing, the concrete is covered for this interval with polythene

sheet to prevent loss of moisture.

CC1.A.11 Particular attention will be paid to heat of hydration, especially for large pours.

CC1.A.12 Cement extenders are only used where specified - an accepted cement extender

to only be blended with a CEM1 Portland Cement. The use of Fly Ash is

preferred.

Blending of CEM1 cement with an extender may be done in the batch plant, or

at an accepted commercial blending plant.

All cement extenders used comply with SANS 1491 Parts 1, 2 or 3 as

appropriate for Ground Granulated Blast - Furnace Slag (GGBS) or Ground

Granulated Corex Slag (GGCS), Fly Ash (FA) or Condensed Silica Fume (CSF)

respectively, and to carry the SANS mark, or similar accepted.

CC1.A.13 If mixing concrete on site, the Contractor prepares trial mixes using the approved

material, and the plant used for these trials is the plant used in the works.

CC1.A.14 The Contractor submits full details of the trial mixes and test results and of the

mixes proposed for use in the works, which are based on the satisfactory results

of these preliminary tests and on the methods of mixing and placing the concrete

in the works.

CC1.A.15 Commencing of concreting:

No concreting commences in any portion of the works until the preparations

have been accepted and written permission given by the Project Manager that

concreting in such portion of the works may commence.

The Contractor provides to the Project Manager an accepted checklist for

concrete pours at least four hours before the placing of any concrete. All

relevant items are checked by the Contractor and the checklist signed off by the

Contractor’s representative as to its completeness and correctness.

The following information is recorded by the Contractor and forms part of the

data books in respect of each delivery of concrete:

• Position in the structure where the concrete is placed.
• Results of workability tests.
• Details of test cubes taken.

The concrete is compacted and placed in its final position within 2 hours of the

introduction of cement to the aggregates. The time of such introduction is

recorded on the delivery note. When truck mixed concrete is used, water is

added under supervision either at the Site or at the central batching plant, but in

no circumstances is water added in transit.

CC1.A.16 Check Tests on Hardened Concrete

The Contractor, if directed by the Project Manager, carries out the following tests

on hardened concrete either for routine inspection, quality control or as a

verification of defects found by visual inspection or low cube strengths:

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• Tests on drilled cores, sawn beams, or other elements of the structure in

accordance with SANS 5863, SANS 5864, and SANS 5865. Loading

tests on a completed structure or on precast elements are conducted if

there is reasonable doubt as to the adequacy of the structure.

• Tests to determine the ingredients used, permeability, loss of pre-stress,

resistance to damage by other materials.

CC1.A.17 Placing and compaction of concrete is carried out under supervision of suitably

qualified Personnel. Control procedures are established to cover all aspects of

workmanship including placing, compacting, finishing, curing, hot and cold

weather concreting, large concrete pours, etc. The concrete consistence is

appropriate to the location in which it is to be placed and suitable placing and

compacting equipment and procedures are employed to ensure that a high level

of compaction without segregation is achieved. It is particularly important that

full compaction is achieved in areas close to construction and movement joints,

embedded water bars, reinforcement and against previously placed, hardened

concrete.

The following precautions are taken by the Contractor:

• Placing and compacting procedures ensure that reinforcing bars and

built-in fittings (embedment) are not displaced and that damage is not

caused to the face of the formwork.

• Concrete is placed in one continuous operation, rising uniformly in the

formwork at a rate of at least 2m per hour. Concrete is not placed directly

against vertical formwork; it flows to this surface during the compaction

process.

• The depth of lift to be concreted, is to the acceptance of the Contract

Manager. Concrete is not dropped freely more than 1.5 m unless

adequate precautions have been taken to prevent segregation,

displacement of reinforcing bars, tendons, and built-in fittings

(embedment’s) and damage to formwork. The design and slope of

chutes are to the acceptance of the Employer; chutes are kept clean and

in good repair.

• Concrete is thoroughly compacted by vibration or other means during

placing, to ensure that it is homogeneous. The concrete is worked

around the reinforcing bars, tendons, and built-in fittings (embedment’s),

etc. and into corners of the formwork to form a solid void-free mass

having the required surface finish. Vibration is applied in a manner that

does not promote segregation, until all the air has been expelled.

Vibrators are only used to compact concrete; they are not used to move

concrete across the formwork. Over-vibration is avoided. When external

vibrators are used, the design of formwork and vibrator characteristics

ensure efficient compaction while avoiding surface defects.

• Overworking of the concrete is avoided and the addition of water to aid

in finishing is not permitted.

• Where permanent formwork is incorporated in the structure, its energy

absorption is considered when deciding on the method of vibration to be

used. Extra precautions are taken to ensure full compaction of the

concrete since this cannot be checked when the formwork is removed.

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• Concrete is not placed in flowing water. Underwater concrete is placed

in position by tremies or by pipeline from the mixer and is not allowed to

fall freely through water.

• Air-entraining admixtures and plasticizing admixtures, to improve the

handling and placing characteristics of fresh concrete, are in accordance

with this Works Information and are used only if accepted by the Project

Manager.

• Concrete is not placed against concrete which has been in position for

more than one hour unless a construction joint is formed. The concrete

in each section between joints or corners are placed in successive pours,

working away in both directions from the centre-most panel of that

section. The minimum interval between placing adjacent panels is 3

days, unless directed otherwise.

• Where it is specified that concrete is placed directly in contact with the

ground, the ground surface is suitably prepared and protected against

intermixing, water suction, etc, and the concrete is placed before this

surface has deteriorated.

Once placed, the concrete is not subsequently disturbed and not vibrated or

rammed.

CC1.A.18 All vibrating is carried out under the direction of a Specialist and to a plan

accepted by the Project Manager. No workman is allowed to operate a vibrating

tool without having received instruction and training in its use. Vibrators are

immersion-type, of approved pattern, and they may be electrically or

pneumatically driven. Care is taken to avoid segregation and excessive

vibrating.

CC1.A.19 Defective Concrete

No repairing of any concrete is done without the written permission of the Project

Manager and then only in such manner as he accepts.

Concrete which does not comply with this Works Information is removed and

replaced with sound concrete. This may involve the removal and replacement

of otherwise satisfactory concrete associated with the defective material.

CC1.A.20 Formwork

Formwork with damaged edges or faces is not used. Open joint in timber forms

is sealed. Plywood surfaces and cut edges are sealed to prevent the absorption

of moisture.

Immediately before concreting, the forms and all other surfaces which are in

contact with the fresh concrete, are cleaned of loose materials and debris

including shavings, woods chips, sawdust, pieces of wire, nails, foamed plastic,

fragments of hardened concrete and mortar.

CC1.A.21 In the case of precast concrete units constructed in a factory or yard remote from

the Site, details of the concrete ingredients, mix design, and compression test

cube results are made available on delivery to Site

CC1.A.22 Corners to concrete items which are permanently exposed, are chamfered to

avoid sharp edges which are liable to be damaged

CC1.A.23 Holding Down Bolts and Embedded Fixtures

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Threads of holding down bolts are protected with “Densotape”, or similar

material accepted by the Project Manager, during delivery and storage. After

concreting, the bolt projections with attached nuts and washers, are protected

against corrosion with similar sealing tape and protected against mechanical

damage with a timber shield or as otherwise approved, until the erection of the

steel works or other Plant or fixtures commences.

Holding down bolts, embedded fixtures and recesses are in the correct position

by means of templates. These are constructed using steel sections fabricated

to 1mm tolerance, or as otherwise approved and are held rigidly in position

during concreting.

Particular attention is directed to the placing of reinforcement around bolt

assemblies and embedded fixtures.

Holding down bolts and holding down bolt assemblies are in the position shown

on the Drawings.

CC1.A.24 All reinforcement is cleaned of salt depositions, loose mill scale, rust, grease,

set mortar or other harmful matter, by power brushing or acid dipping. The

Contractor ensures that such reinforcement is protected against chemical

deposits at all stages of the work, until the concrete is poured.

Reinforcement placing is checked against the design drawings before concreting

is permitted.

Specification data associated with SANS 2001 CC2 – Concrete works (minor)

Clause/No Specification Data

Essential data

4.2 Materials

4.2.3.1 The nominal size of aggregate is 19mm unless stated otherwise by the client.

4.2.6 The concrete grade is as follows:

• The minimum concrete grade for structural concrete is 35/19MPa.
• The minimum grade of blinding is 15/19MPa.
• The minimum grade of mass concrete is 15/19MPa.

o Mass concrete is defined as unreinforced concrete cast for fill in voids

etc.

4.7.11.2 Exposed surfaces to have non-skid surfaces.

Test certificates

The submission of test certificates issued by an accredited, independent testing authority to confirm

that the respective materials comply with the specified requirements, or a certificate by the patent holder

or designer, certifying that the manufactured item complies in all respects with relevant product

specifications.

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Acceptance procedures for the acceptance of mix designs

The Contractor designs the mixes which he proposes to use in the works to meet the specified criteria

including the requirements for durability, hot and cold weather, and temperature control and curing of

concrete.

Concrete Test Cubes

For each class of concrete in production at each plant for use in the works, samples of concrete are

taken by the Contractor at the point of mixing or of deposition as instructed by the Contract Manager

and in the presence of a representative of the Contract Manager, all in accordance with the sampling

procedures described in SANS 5861.

Samples are taken on the basis of one for each 20 m3 of concrete placed but, in any case, not less than

one sample per day, whichever is the more frequent.

The Contractor casts from each sample, cure, and test six test cubes as set out in SANS 5863. Three

cubes are tested at 7 days and three at 28 days.

The average strength of the three cubes crushed are referred to as one test result.

Concrete is deemed to comply with the strength specified if the average strength of any four consecutive

test results exceeds the specified characteristic strength by 2 MPa and the strength of any test result is

not less than the specified characteristic strength minus 3 MPa.

The quantity of concrete represented by any group of four consecutive test results includes the batches

from which the first and last samples were taken together with all intervening batches. When a test

result fails to comply only the batch from which the sample was taken it is deemed to fail to comply.

Concrete slump

The correct slump for each mix is as accepted by the Contract Manager in accordance with the

Contractor’s mix design.

The Contractor takes slump tests from each concrete transporter before release from the batching plant

and again at the point of deposition. The slump test is carried out in accordance with SANS 5862.

Concrete of the incorrect slump is not used in the works.

The addition of cement and sand to reduce the slump is not acceptable.

Failure to comply with requirements.

The Contractor acts as instructed by the Contract Manager without any additional payment to remedy

concrete which fails to comply with the requirements stipulated in the Works Information. Such action

may include, but is not necessarily confined to, the following:

a) Adjusting the mix proportions until the concrete again complies with the Works Information.

b) Cutting test scores from the failed concrete and testing in accordance with SANS 5865.

c) Full scale load tests or sonic investigations.

d) Carrying out additional Works to overcome the effect of the failed concrete.

e) Removing the failed concrete.

f) Increasing the frequency of sampling until control is again established.

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Equipment for concrete

Before any orders are placed and equipment is delivered to Site, the Contractor submits to the Contract

Manager for acceptance, details of all equipment and arrangements he intends to provide for the

following:

• Production, transport, storage, and handling of aggregates.

• Transport, storage and handling of cement and cement extenders.

• Batching, mixing, transporting, and placing of concrete.

• Hot and cold weather concreting.

• Concrete curing; and

• Temperature control.

3.2.5 Structural steel works

The following services are required to be performed by the contractor

• Repair of existing steel structures such as access platforms and equipment support and

machine foundation steel bases.

• Provision of additional supports to existing steel structures
• Fabrication erection and installation of new steel structures
• Provision of additional supports to existing carport structures
• Fabrication, erection, and installation of new carport structures
• Remove, fabricate, and install new galvanised steel weir plates.
• All steel materials supplied, and erection of the steelwork complies with the requirements of the

latest issue of SANS 2001 – CS1.

Specification data associated with SANS 2001 CS1 – Structural steelwork.

Clause/No Specification Data

Essential data

4.1 Materials

4.1.1 “All structural steelwork is manufactured using grade S355JR steel.”

4.1.5 Structural fasteners are of the following grades and types:

“All structural bolts and holding down bolts are of class 8.8 and nuts are of class

8, unless otherwise.”

4.3 Workmanship (General)

4.3.1.1 All steel elements are marked to be traceable to a specific cast or heat of steel.

4.4 Workmanship (Welding)

4.4.4.3 Tack welds are not to be incorporated into the final welds.

4.5 Workmanship (Bolting)

4.5.1.3 The maximum protrusion beyond the nut is not less than 3mm, but not greater

than 5mm.

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4.5.1.4 Washers under nuts and bolt heads on flat surfaces are required.

5.3 Non-Destructive testing of welds (Welding)

5.3.4 Ultrasonic or radiographic examination is required for all complete joint

penetration welds.

5.3.5 The requirements for non-destructive tests are as follows:

• “50% of all fillet welds are tested with either dye-penetration (DPI) or

Magnetic Particle Inspection (MPI). The testing positions for DPI and MPI

are indicated by the Supervisor. All welds that fail the test are repaired. The

scope of the welds to be tested is increased to 100% of the welds for the

case where any welds fail the test.”

• Complete joint penetration welds are tested both with DPI or MPI and by

Ultrasonic examination.”

Variations

CS1.V.1 Clause 4.2.4.2 and 4.4.4.5:

All attachments to facilitate erection are removed and holes are closed up after

erection.

CS1.V.2 Clause 4.4.4.3:

All tack welds are removed before welding, tack welds are not to be incorporated

into the final welds.

Additional clauses

CS1.A.1 “Handling and lifting plant have sufficient capacity to ensure that steelwork is

placed in its final position without distortion or undue stressing of members.”

CS1.A.2 “Splices:

• All splices in platework are complete joint penetration welds as required to

maintain the full strength of the plate.

• When a beam is required to be spliced, the Contractor obtains acceptance

from the Employer with regard to the location of the splice and the welding

procedure to be used.

Visual inspections of the root pass and final welds are required for splice welds.”

CS1.A.3 “Tolerances:

• Tolerances for overall dimensions (length, width, height, etc.) are 3mm

unless otherwise specified by the drawing.

• Tolerances for door locations are +/- 9mm.
• Tolerances for stiffener, channels, angles and bars are +/- 3mm non-

accumulative, unless noted of the drawing.

• Tolerances for attachments such as supports, plates and pipes are located

within 3mm of the required drawing location.

• The centre line of a bolt hole is aligned within 1.5mm of the drawing

dimension.

• Bolt hole spacing is 3mm (non-accumulative) and 6mm (overall) of the

drawing dimension.

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• Bolt hole diameter is within 2mm of the drawing dimension.
• Special tolerances are shown on the Employer’s drawings and take

precedence.

Unless otherwise specified by the drawing, tolerances for all overall dimensions

(length, width, height, etc.) are within 3mm.”

CS1.A.4 “Structures, composite units and bolted assemblies that comprise component

parts are not subjected to excessive stresses during the assembly, fabrication, or

erection process.”

CS1.A.5 “Any necessary straightening or forming is carried out by methods that neither

weaken nor deface the material.”

CS1.A.6 “All weld joints in areas to be covered by stiffeners are to be ground flush after

welding and prior to installation of stiffeners.”

CS1.A.7 “All complete joint penetration welds have complete penetration and wherever

practicable are welded from both sides. The backs of the first run are suitably

gouged out.”

CS1.A.8 “The Contractor submits for acceptance full details of his proposed welding

procedures and the provisions of AWS apply to the acceptance thereof.

Acceptance of the welding procedures does not relieve the Contractor of his

responsibility for correct welding and for the minimising of distortion in the finished

structure.”

CS1.A.9 “Welds showing any planar defects such as cracks, lack of fusion or penetration

and excessive slag inclusions or porosity are cut out and rewelded. Under-cutting

is not permitted.”

CS1.A.10 “Weld repairs are made to the same procedure as for the original weld. All tests

are repeated after the repair has been completed and reports on radiographic and

ultrasonic tests are marked to indicate that the report refers to a repaired weld.”

CS1.A.11 “Visual examination of all welds check at minimum that:

• there are no uneven leg lengths and there is no cracking or unacceptable

undercutting or porosity, and

• full fusion is being achieved while welding is in progress.”

3.2.6 Earthworks

a) Excavations

• Excavate in soft and hard material for various depths depending on the type and purpose of the

excavation.

• Excavation for construction, underground services expose and/or installations.
• Excavate to dispose material to a dumping site of not more than 20km.
• Excavate to re-use as backfilling material.

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Duvha Power Station Civil Construction Services 5 years Unique Identifier: 382-171222

Contract scope for work Revision: 0.1

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• Excavation to re-use as backfilling material is inclusive of compaction of soil material in layers

as instructed by the Employer.

• Compacted layer works must be tested for compaction as per Mod AASHTO requirements.
• Erection and construction of excavation wall protection systems to ensure safety of employees

while working deep excavation.

• Conduct structural detailed design calculations on geotechnical including the design of trench

walls protection. The design report for trench wall shoring to be submitted to the Client for

review.

b) Borrow to fill material selected material.

• Lay selected material.
• Compact material in layers as instructed by the client.

c) Earthworks specifications and standards

• 240-57127955 Geotechnical and Foundation Engineering Standard
• 240-144387236: Guideline for Eskom Power Stations Geotechnical Engineering Remedial

Work

• SANS 1200 D: Earthworks
• SANS 1200 BD: Earthworks (Pipe trenches)

Specification data associated with SANS 2001 BE1 – Earthworks

Clause/No Specification data

Essential data

4.1 Materials

4.1.5.2 Materials from excavation is disposed of as follows:

Suitable materials intended for re-use are stockpiled in an area provide the Contract

Manager

Material suitability is determined by the intended re-use of the material. Where

temporary stockpiles hold materials intended for rehabilitation of ground, stockpiles

that can deteriorate if exposed are protected against erosion and weathering.

Unsuitable materials not intended for re-use are removed from the work site and

disposed of at a location accepted by the Contract Manager. Materials are disposed

of in accordance with local and national laws and regulations.

4.2 Methods and procedures

4.2.1.1 All areas in which excavation is to take place or that are to be covered by terraces,

banks or structures is cleared in accordance with the requirements of SANS 2001-

Bs1.

4.2.1.2 Topsoil is conserved for later use in the following manner:

Vegetation intended for re-use is removed to a location provide the Contract

Manager and is neatly stacked and regularly watered and tended until required for

replanting.

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Clause/No Specification data

Topsoil intended for re-use is stock-piled and/or spread in a location provide the

Contract Manager

4.2.1.3 The overburden is stripped and removed to depth of 300mm.

4.2.3 Surplus and unsuitable material are removed from the work site and disposed of at

a location accepted by the Contract Manager. Materials are disposed of in

accordance with local and national laws and regulations.

Additional Clauses

BE1.A.1 Design of Excavations:

The Contractor is solely responsible for the design and installation of all temporary

works to ensure the stability of the excavations. The Contractor provides his

proposals to the Supervisor for acceptance before excavation work commences on

site.

The macro and micro stability of cuttings, excavation and embankment slopes and

the related soil/rock deformations is analysed in accordance with the SAICE Code

(2010).

Design of cuttings, excavation and embankment slopes includes erosion protection

of slopes, Soil deformation with respect to settlements due to consolidation,

compression of soil structure, movements required to develop shear resistance,

the consequence of sliding and squeezing, etc., are analysed.

BE1.A.2 Excavation Classification

The Contractor uses any method he chooses to excavate any class of material, but

his chosen method of excavation does not determine the classification of the

excavation. The Contractor uses guidelines for excavation classification and

methods set out by SANS 1200D Section 3.1.

BE1.A.3 The Contractor notifies the Contract Manager of his intention to excavate 3 days

prior excavation for planned works, no excavation work to commence without the

presence of the Contract Manager.

The Contractor does not excavate before a method statement, excavation permits,

and underground services scans are submitted and accepted by the Contract

Manager.

BE1.A.4 The effect of earthworks on neighbouring structures, services, etc., are analysed

(for both short and long-term effects) and detrimental effects are avoided, or

appropriate measures taken to safeguard the integrity of the item in question.

Similarly, the effects of dewatering or disturbance of the existing geohydrological

conditions because of earthworks on neighbouring structures, services, etc., are

considered.

3.2.7 Roof Sheeting, Cladding, Drainage, shade nets and Structure

• Roof sheeting and Cladding replace corroded roof sheeting and/side cladding.
• Repair roof sheeting by sealing visible holes.

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with the authorised version on the system.

The tender evaluation strategy is developed for the purpose of setting out the technical requirements for

evaluating tenderers to obtain a qualified and technically suitable service provider for the civil construction

services for Duvha Power Station structures, infrastructure, and buildings. The scope of work consists of

civil structures such as the coal stock yard, roads (bitumen and gravel), general buildings, substations,

chimneys, cooling towers, machine foundations, boiler house, turbine hall, cable tunnels, cladding &

sheeting, bridges, storm and wastewater drainage system, Water Treatment Plant structures, Sewage

Plant structures, etc.

The 5 years civil and structures Construction services contract for Duvha Power Station aims at addressing

the structural and architectural routine and accidental damages and all defects as they occur. It will also

improve the civil infrastructures performance and compliance with construction regulations under the

occupational health and safety act .

2. Supporting clauses

2.1 Scope

This document covers the technical evaluation criteria to be utilised for the process of evaluating the tender

submissions for the civil and structural construction services 5 years contract at Duvha Power Station.

2.1.1 Purpose

The purpose of this tender technical evaluation strategy is to define the Mandatory Evaluation Criteria,

Qualitative Evaluation Criteria and TET member responsibilities for tender technical evaluation. The

technical evaluation strategy serves as basis for the tender technical evaluation process.

2.1.2 Applicability

This document is applicable to Duvha Power Station

2.2 Normative/informative references

Parties using this document shall apply the most recent edition of the documents listed in the following

paragraphs.

2.2.1 Normative

[1] 240-168966153: Generation Tender Technical Evaluation Procedure

[2] 240-44682850: PCM - Provide Engineering During Project Sourcing

[3] 32-1033: Eskom Procurement and Supply Chain Management Policy

[4] [32-1034: Eskom Procurement and Supply Management Procedure

2.2.2 Informative

[1] Duvha Power Station Civil and Structures Maintenance 5 years contract scope for work

[2] TSC3 - Duvha Power Station Civil and Structures Maintenance 5 years contract at Duvha Power

Station

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Station Civil Construction Services 5 years Contract at Revision: 0

Duvha Power Station Page:

2.3 Definitions

2.3.1 Classification

Controlled Disclosure: Controlled Disclosure to external parties (either enforced by law, or discretionary).

2.4 Abbreviations

Abbreviation Description

OHS Act Occupational Health and Safety Act No

PPE Personal Protective Equipment

PS Power Station

PSR Plant Safety Regulations

QC Quality Control

QCP Quality Control Plan

QM Quality Management

SANS South African National Standards

SE System Engineer

SHEQ Safety, Health, Environment and Quality

2.5 Roles and responsibilities

As per 240-168966153 Generation Technical Tender Evaluation Procedure (Rev 1)

2.6 Process for monitoring

The primary process that shall be used for monitoring the application of this document is 240-168966153

Generation Technical Tender Evaluation Procedure (Rev 1).

2.7 Related/supporting documents

[1] 240-53716746: Tender Technical Evaluation Report Template

[2] 240-53716712: Tender Technical Evaluation Results Form Template

[3] 240-53716726: Tender Technical Evaluation Scoring Form Template

3. Tender techncial evalaution strategy

3.1 Technical evaluation threshold

A weighted score-card approach is used to evaluate the technical compliance of the tenders against the

specifications. Tenderers need to have a weighted score of 70% overall or more to technically qualify for

further evaluation.

The technical criteria and weighting are broken down as follows:

a) Technical: 100%

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Duvha Power Station Page:

b) Safety Health Environmental and Quality (SHEQ): Objective

The SHEQ objective criteria are not included in this document as it does not form part of the technical

scope.

The evaluation of the tender submission will be based on the tenderer’s ability to meet the technical

requirements. A weighted score card approach will be used to evaluate the tender submission against

the specifications and Employer’s requirements.

Table 1: Technical Scoring Methodology

Score percentage (%) description

5 100 compliant

• Meet the technical requirement(s) AND,
• No foreseen technical risk(s) in meeting technical

Payment Terms: payment terms as stipulated hereunder when

submitting tenders and concluding contracts with Eskom:

For contracts valued below R50 000 000 (Fifty Million Rand) including VAT, Eskom is committed to paying

Suppliers within 30 days of receipt of undisputed invoices.

For contracts valued above R50 000 000 (Fifty Million Rand) including VAT, Eskom is committed

No specific requirements found

CSD report or as per certificate/affidavit provided

CSD number/CSD report) must be provided at the closing date and time for

CSD number or B-BBEE certificate/affidavit will need to be

Insufficient searchable text - AI extraction recommended

ADDITIONAL CONTRACTUAL REQUIREMENTS SUPPORTING EVIDENCE Safety √

Health and Safety Plan

Costing for Health and Safety Management

Baseline OHS Risk Assessment (BRA)

Valid Letter of Good Standing (COIDA or equivalent)

OHS policy signed by CEO

OHS Competency SHE costing table added below. Quality Please see tables below: √ Controlled Disclosure Anonymously report fraud, corruption at 0800 11 2722/ [email protected] When downloaded from the document management system, this document is uncontrolled and the responsibility rests with the user to ensure it is in line with the authorized version on the system. No part of this document may be reproduced in any manner or form by third parties without the written consent of Eskom Holdings SOC Ltd, © copyright Eskom Holdings SOC Ltd, Reg No 2002/015527/30 of 68 Template ID: 240-43921804 (Rev 7) Header and Footer portrait template Document 240-114238630 Rev 22 Identifier Invitation to Tender Effective Date 31 January 2025 Review Date January 2030 Reference Returnable From Suppliers required closing required closing. required Contract to Tender (disqualifiable)* Tender prior at at Returnable Returnable (Non-disqualifiable) Returnable Environmental √

The contractor shall attach an Environmental policy signed by company’s top management to comply with ISO 14001:2015 Environmental Management System.

The contractor shall acquaint themselves and work in compliance with the conditions of the attached Duvha Waste management procedure ENVP0005. Please note that the station will monitor the contractor’s activities with compliance to the waste procedure.

The contractor shall acquaint themselves and work in compliance with the conditions of the attached Duvha Hydrocarbon procedure ENVP0030. Please note that the station will monitor the contractor’s activities with compliance to the Hydrocarbon Procedure.

The contractor shall attach a safe work procedure that identifies environmental impacts associated with all the activities and how to mitigate these impacts including but not limited to dust and waste handling during demolishing works, chemical handling during weatherproofing and coating works and stormwater contamination prevention from concrete mixing and other concrete works etc. Due Audited Financial Statements of the tenderer for the √ Diligence/financial previous 18 months, or to the extent that such analysis statements are not available, for the last year. In the case of a joint venture or special purpose vehicle (SPV) specially formed for this tender, audited financial Controlled Disclosure Anonymously report fraud, corruption at 0800 11 2722/ [email protected] When downloaded from the document management system, this document is uncontrolled and the responsibility rests with the user to ensure it is in line with the authorized version on the system. No part of this document may be reproduced in any manner or form by third parties without the written consent of Eskom Holdings SOC Ltd, © copyright Eskom Holdings SOC Ltd, Reg No 2002/015527/30 of 68 Template ID: 240-43921804 (Rev 7) Header and Footer portrait template Document 240-114238630 Rev 22 Identifier Invitation to Tender Effective Date 31 January 2025 Review Date January 2030 Reference Returnable From Suppliers required closing required closing. required Contract to Tender (disqualifiable)* Tender prior at at Returnable Returnable (Non-disqualifiable) Returnable statements for each participant in the JV / SPV must be submitted. Start-up enterprises formed within the last 12 months are not required to submit audited financial statements, but if successful in this Invitation to Tender; will be required to furnish statements for the first year once available. DOCUMENTS REQUIRED UNDER FUNCTIONALITY/TECHINICAL CRITERIA Functionality/Technical Please refer to table below: √

C1.1 Form of Offer and Acceptance 3-5

C1.1 Form of Offer & Acceptance

Appointment Letter & Legal

4 80 compliant with associated qualifications

Meet the technical requirement(s) with,

Acceptable technical risks AND/OR;

Acceptable exceptions AND/OR;

Acceptable conditions 2 40 NON-COMPLIANT

Does not meet the technical requirement(s) AND/OR Unacceptable technical risk(s) AND/OR;

Unacceptable exceptions AND/OR;

Unacceptable conditions 0 0 TOTALLY DEFICIENT/NON-RESPONSIVE 3.2 TET MEMBERS Table 2: TET Members The full-time core technical evaluation team will consist of the following team members (in-line with the Generation Technical Tender Evaluation Procedure, 240-168966153) The part time/support team member shall be required to fill in a technical evaluation form, if their names are marked as mandatory (X), next to a criterion. The part time/ support team member may not be required to fill in a technical evaluation form if their names are marked as optional (O) next to a criterion but shall assist the main members where necessary. TET number TET Member Name Designation CONTROLLED DISCLOSURE When downloaded from the EDMS, this document is uncontrolled and the responsibility rests with the user to ensure it is in line with the authorised version on the system. Tender Technical Evaluation Strategy for Duvha Power Unique Identifier: 382-171223 Station Civil Construction Services 5 years Contract at Revision: 0 Duvha Power Station Page: TET 1 Thulani Zondo Snr Supervisor Tech Maintenance Civil TET 2 Vusi Chirwa System Engineer: Civil and Structures TET 3 Thilivhali Muthakhi System Engineer: Civil and Structures TET 4 Lamlile Mthimunye Manager: Auxiliary Maintenance CONTROLLED DISCLOSURE When downloaded from the EDMS, this document is uncontrolled and the responsibility rests with the user to ensure it is in line with the authorised version on the system. Tender Technical Evaluation Strategy for Duvha Power Unique Identifier: 382-171223 Station Civil Construction Services 5 years Contract at Revision: 0 Duvha Power Station Page: 3.3 MANADATORY TECHNICAL EVALUATION CRITERIA N/A 3.4 QUALITATIVE TECHNICAL EVALUATION CRITERIA Table 3: Qualitative Technical Evaluation Criteria Qualitative Technical Criteria Description Reference to Technical Criteria Criteria Sub Specification / Tender Weighting Weighting Returnable (%) (%)

Company Experience 25% Completed Similar Works Copies of Completion 1.1 100% certificates This covers the experience of the company. The company must have completed at least five (5) projects or contracts of similar civil and structural construction or repair scope that includes (concrete works, steel structural, brickwork, earthworks, Roadworks, roofing works, weatherproofing/chemical resistant coating, etc. as stipulated in this contract scope of work). Signed (by the client) completion certificates or Letters must be submitted, each certificate or letter shall consist of the following information

Client name,

Project description, (details scope of work if description not clear)

Project cost,

Project start & end date.

Project location

Name, designation and contact number of references person In an event where the completion certificate does not have all the above details in bullet points, the tenderer shall attach supporting document(s) that contain the information to support the completion certificate or letter (e.g. signed contract, PO). Tender Technical Evaluation Strategy for Duvha Power Unique Identifier: 382-171223 Station Civil Construction Services 5 years Contract at Revision: 0 Duvha Power Station Page

Key Personnel 75% Certified copy of 30% 2.1 Construction Manager or Construction Project Manager accreditation certificate, Proof of registration as a Professional Construction Manager (Pr. qualification and a CV. CM) or Professional Construction Project Manager (Pr. CPM). A CV and qualification (National diploma, National higher diploma, B-tech or Honours degree) in the Built Environment field of study of the construction manager or project manager shall be also submitted. The CV shall reflect knowledge and experience of construction or contract management of at least 3 years in construction or project managerial position. Copies of Civil Technicians 2.2 Civil Maintenance Technicians 25% CVs and Qualifications. The contractor shall provide at least 2 CVs of civil Maintenance technicians and copies of qualifications (national diploma in civil engineering). Each technician’s CV shall reflect at least 3 years of relevant experience within construction industry as a civil technician or site agent. The working experience shall reflect start and end months and years including references contact person per working period. Copies of Construction 2.3 Construction Supervisors 15% Supervisors CVs and The contractor shall provide at least 2 CVs of construction Qualifications. supervisors with at least National Certificate: Supervision of Construction Processes (NQF Level 04) or construction related qualification of a NQF Level 04 as minimum and valid OHS Act/Legal/HIRA safety training course as minimum requirements. Each supervisor must have 3 years work experience in civil engineering or maintenance related construction work. The working experience shall reflect start and end months and years including references contact person per working period. Copies of Trade/ 2.4 Skilled Personnel/Artisans with Trade certificate 15% Competency certificates The contractor shall provide trade certificates and CVs reflecting at and CVs. least 3 years of relevant experience within their field (indicating start Tender Technical Evaluation Strategy for Duvha Power Unique Identifier: 382-171223 Station Civil Construction Services 5 years Contract at Revision: 0 Duvha Power Station Page: and end month of employment) of relevant in their field of work for the following artisan

Boilermaker

Carpenter The working experience shall reflect start and end months and years including references contact person per working period. 2.5 Civil Construction Skills 10% The contractor shall provide CVs reflecting at least 5 years’ experience within their specific fields (indicating start and end month of employment) of relevant in their field of work for the following skills

Construction: Steelwork – Reinforcement steel fixer

Construction – Concrete hander

Waterproofing - Water proofer The working experience shall reflect start and end months and years including references contact person per working period. 2.6 Rope Access Technicians 5% The contractor shall provide rope access qualification or training certificates and CVs reflecting at least 3 years of working experience within the built environment or construction (indicating start and end month of employment) of relevant in their field of work for the following skills

Rope access Technician Level 2

Rope access Technician Level 3 The working experience shall reflect start and end months and years including references contact person per working period. TOTAL: 100 Tender Technical Evaluation Strategy for Duvha Power Unique Identifier: 382-171223 Station Civil Construction Services 5 years Contract at Revision: 0 Duvha Power Station Page: Qualitative Technical Evaluation Score Scoring Criteria Criteria [0,2,4,5] 1.Work Experience 5 = 5 or more verifiable similar completed projects submitted1.1. Company works experience 4 = 3 verifiable similar completed projects submitted 2 = 2 verifiable similar completed projects submitted 0 = No verifiable similar completed projects submitted

B-BBEE Minimum Level: one

Points Allocation: 10 points

B-BBEE Details: t 240-114238630 Rev 22

Identifier

Invitation to Tender

Effective Date 31 January 2025

Review Date January 2030

Clause Number from Standard

Tender Data

Conditions of Tender

A maximum of 10/20 points may be awarded to a tenderer for

the specific goal specified for the tender. The points scored

for the specific goal must be added to the points scored for

price and the total must be rounded off to the nearest two

decimal places. Subject to section 2(1)(f) of the Preferential

Procurement Policy Framework Act, the contract must be

awarded to the tenderer scoring the highest points.

B-BBEE Status Number of Number of

Level of points points

Contributor (80/20 system) (90/10 system)

1 20 10

2 18 09

3 14 06

4 12 05

5 8 04

6 6 03

7 4 02

8 2 01

Non-compliant 0 0

contributor

NB: The following documents are required to claim

preference points,

• Valid B-BBEE certificate issued by a SANAS

accredited verification agency / sworn affidavit / CIPS

affidavit

• Proof of ownership / shareholding (preferably CIPC

documentation) inclusive of shareholding breakdown

• Certified ID copies of shareholder(s)
• Proof of Disability (where applicable)

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Identifier

SHE Costing:

Costing for she

Description Quantity Rate Total

Training and competency

First Aider (1)

Designation Employer (Site Manager with OHS/SHE Legal Liability

Training)

Supervisor (SHE Training)- Legal Liability & OHS Supervisory

OHS Representatives (more than 20 employees or risk based)

Incident Investigator (X1)

Mobile Plant Operators (LDV and YELLOW PLANT)

Stacking and Storage

Fire fighting level one( X1)/ After appointment on site all employees

to attend Fire Demo (provided by the Client)

Rope access supervisor and rescuer

Rope access operators

Fall Protection planner (x1) & All employees to work at heights must

be trained by an Accredited facility.

Risk Assessor (1X)

sub-total

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Identifier

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Effective Date 31 January 2025

Review Date January 2030

PERSONAL PROTECTIVE CLOTHING (For each employee per annum/ month); SABS &CI APPROVED

Safety Boots, shoes and gumboots(x1 pair)

Two or one piece Overalls (x2) chemical proof type

Reflective vest (x2)

Hard hat with a chin strip with a company logo (x1)

Safety gloves (applicable for the type of duty) (x2 pair) per Month

Safety Goggles/ glasses (applicable for the type of duty) (x2)

Disposable Dust musk FFP2 Type (each to be replaced after

contamination)

Welding aprons/ 3M Welding respiratory mask

Arc flash suits for RP'S

Hearing protection (x1)sans approved (Earmuffs/earplugs)

Sun beam hats

Safety Harness

Winter coats/jackets

Rain coats (If applicable)(x1)

Other contents

First Aid Box (Including all relevant required items) (x1)

Fire extinguisher (x1 for the vehicle & x1 for the offices x1 for when

conducting Hot work activities)

Medical Surveillance (For all employees on site) including labour

broker (valadility of 12 months) / Vaccinations when exposed

Biological Agents

Site Establishment (portable flushing ablution & Kitchen

facilities/offices/workshop/stores/parking areas/safety and directive

signs/taps etc)

sub-total

Occupational hygiene requirements

Costing for Health and Safety management

Has the tenderer submitted detailed costing for OHS (the cost should

be broken down not provided as a lump sum).

· The costing must be based on the overall scope of work/service to

be performed;

· The scope of work and the risk assessment may serve as a

guideline.

· List of Occupational Hygiene surveys/ risk assessment:

· Exposure risk assessment- addressing all relevant stressors

· Ergonomics Risk Assessment

· Physical Agents Risk Assessment

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Invitation to Tender

Effective Date 31 January 2025

Review Date January 2030

· Noise Risk Assessment

· Monitoring surveys: Hazardous Chemical Agents, Hazardous

Biological Agents, Heat stress, Cold stress, Non-ionising radiation,

Indoor air quality, Illumination.

Quality Requirements

240-12248652

Supplier Quality Management:

7 List of Tender Returnables Documents 2022/01/26

240-105658000

Deliverables to be

Category 2 : Quality Requirements

evaluated indicator = 1

SECTION A : Quality Management System Requirements ISO 9001

(Option 1) Valid certification of Quality Management System by an ISO accredited body

Apply =1

A.1 Product / Service Scoping on ISO 9001 certificate is defined and relevant 1

A.2 Certificate by Approved and Authorized certification authority 1

A.3 Certification Authority has Recognized International Accreditation 1

A.4 Validity (expiry date) of certificate 1

Section A Score Option 1 4

SECTION A : Quality Management System Requirements ISO 9001

Objective evidence of documented QMS that is not

(Option 2) certified but complies with ISO 9001

Apply =1

A.1 QMS Manual or a document that defines and describes the QMS and its scope 1

A.2 Quality Policy Approved by top management. 1

A.3 Quality Objectives Approved by top management. 1

A.4 Control of documented information (i.e. document and record control)

Clause 7.5 of ISO 9001:2015

A.5 Documented information for Control of nonconforming outputs

Clause 8.7 of ISO 9001:2015

A.6 Documented information for Nonconformity and Corrective action

Clause 10.2 of ISO 9001:2015

A.7 Documented information for Internal audit

Clause 9.2 of ISO 9001:2015

Section A Score Option 2 7

SECTION B : Evidence of QMS in operation (Tender Quality Requirements -Ref 240-105658000)

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Review Date January 2030

Apply =1

B.1 Documented information for defined roles, responsibilities and authorities -

Organization chart and Responsibility matrix (must include but not limited to quality

management function/role)

(Clause 5.3 of ISO 9001:2015)

B.2 Documented information for Control of Externally Provided Processes, Products

and Services - Must include criteria for evaluation, selection, monitoring of 1

performance, and re-evaluation of external providers (Clause 8.4 of ISO 9001:2015)

B.3 Latest copy of an internal management system audit report (with

Nonconformity, Correction and/ or Corrective Action Reports) - Report must include

but not limited to Objective, Scope, Criteria and outcomes of the audit.

(Clause 9.2 of ISO 9001:2015)

B.4 Latest copy of a certification management system audit report not older than 12

months (with Nonconformity, Correction and/ or Corrective Action Reports)

B.5 Records of Management Review meetings (minutes, attendance registers e.t.c) 1

Section B Score 4

SECTION C: Contract Quality Plan Requirements (Ref 240-105658000 and 240-109253698).

Draft Contract Quality Plan specific to the scope of work as described in the tender documents (Ref ISO

Apply (Yes=1)

NB! Draft Contract/Project Quality Plan has important QA deliverables 1

Section C Score 1

SECTION D: Quality Control Plan Requirements (Ref 240-105658000 or 240-109253302)

QCP /Checklist/ ITP (Quality Control Plans) as per Scope of Works (Ref ISO 10005)

Apply = 1

NB! Draft/ Example of an Inspection and Test Plan (ITP) or Quality Control Plan (QCP)

on similar and/ or previous work done

Section D Score 1

SECTION E: User defined additional Requirements & miscellaneous (Ref 240-105658000)

Customer specific requirements & other standards and required can be listed and evaluated here

Apply (Yes=1)

E.1 Form A is completed and signed. 1

Section E Score 1

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Template ID: 240-43921804 (Rev 7) Header and Footer portrait template

Document 240-114238630 Rev 22

Identifier

Invitation to Tender

Effective Date 31 January 2025

Review Date January 2030

Enquiry/

A CONTRACT No:

Enquiry/

Contract

Description section (tenderer)

Clauses of 240- clause description indicate with an

105658000 (x) as applicable

Specification or (-) if not

Applicable

Pre-contract award quality requirements x

(*Select Only Applicable Category). NB: Not more than one category must be selected. Also

indicate whether site assessment is applicable.

Category 1 (refer to clause 3.5.-105658000) -

Category 2 (refer to clause 3.5.-105658000) -

Category 3 (refer to clause 3.5.-105658000) X

Category 4 (refer to clause 3.5.-105658000) -

Main Supplier and Sub-supplier Capability and Capacity Assessment (refer to clause 3.- -

3 post-contract award (ESKOM)

B Contract Execution (refer to clause 3.7.-105658000) X CLAUSE Supplier Quality Performance Monitoring Phase (refer to clause 3.7.-105658000) X

Standard conditions section

Eskom Rights of Access (refer to clause 3.8.-105658000) X

Eskom Rights to Information (refer to clause 3.8.-105658000) X

Preservation (refer to clause 3.8.-105658000) X

Quality Audits Related Conditions (refer to clause 3.8.-105658000) X

Management of Nonconformities and Nonconforming Outputs Identified by Eskom (refer to clause

3.8.-105658000) x

Special processes (refer to clause 3.8.-105658000) x

Clauses of iso 9001 standard indicate with an quality iso 9001 indicate with an

Iso 9001 clause description (x) as applicable principles standard (x) as applicable

Standard or (-) if not principle or (-) if not

Applicable description applicable

CLAUSE 4 Context of the Organisation X PRINCIPLE 1 Customer focus X

CLAUSE 5 Leadership X PRINCIPLE 2 Leadership X

CLAUSE 6 Planning X PRINCIPLE 3 Engagement of X

people (ESKOM) Process X C CLAUSE 7 Support X PRINCIPLE 4 approach

CLAUSE 8 Operation X PRINCIPLE 5 Improvement X

CLAUSE 9 Evidence based

Performance Evaluations X PRINCIPLE 6 X SECTION decision making

CLAUSE 10 Relationship Improvement X PRINCIPLE 7 X

Management

D eskom’s name designation date signature

Quality

Representativ

E section (ESKOM)