EMALAHLENI MUNICIPALIY BID NUMBER ELM/2/6/2019T

THE CONTRACT

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CONSTRUCTION OF CACADU PARK PHASE 2 IN WARD 4 THROUGH TURNKEYC3 Scope of Work

Contractor Witness 1 Witness 2 Employer Witness 1 Witness 2

EMALAHLENI MUNICIPALIY

BID NUMBER ELM/2/6/2019T

PROFESSIONAL AND CONSTRUCTION SERVICE FOR THE CONSTRUCTION OF CACADU PARK PHASE 2 IN WARD 4 THROUGH TURNKEY

C.3 SCOPE OF WORKS

All definitions, interpretations and general provisions for the General Conditions of Contract for Construction Work (2010) (2nd editions are applicable.

C3.1 Description of the Works

C3.2 Engineering

C3.3 Procurement

C3.4 Construction

C3.5 Management

C3.6 Health and Safety

C3.7 Projection Specifications

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C3.1 DESCRIPTION OF THE WORKS

TOPIC ASPECT COMMENTARY

DESCRIPTION OF THE WORKS

Employer’s objectives -

To develop Park for the Indwe Community

Overview of the works -

Park Development of Indwe

Location of the works - Park Development In Indwe

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C3.2 ENGINEERING

ENGINEERING

Design services and activity matrix

-

Works designed by: Emalahleni Municipality Concept, feasibility and overall process: Emalahleni Municipality Basic engineering and detail layouts to tender stage: Emalahleni Municipality Temporary works: Contractor

Drawings

- Drawings provided by the Engineer : T1135/101 Locality Plan T1135/11 Layout Plan 1 T1135/12 Layout Plan 2 T1135/13 Layout Plan 3 T1135/14 Pipe Bedding Details T1135/15 Headwall Details T1135/16 Contract Sign Board T1135/17 Kerb Inlet Details T1135/18 Concrete Chute Details T1135/19 Concrete Channel Detail T1135/20 Typical Cross Sections 1 T1135/21 Typical Cross Sections 2

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C 3.3 PROCUREMENT

PROCUREMENT

The Tenderers notice is drawn to the fact that the awarding of this tender will be in terms of the Supply Chain Management Policy of the Emalahleni Municipality and the Standard Conditions of tender as contained in Annexure F of the 28th May 2010 edition of the CIDB Standard for Uniformity in Construction Procurement

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C3.4 CONSTRUCTION

CONSTRUCTION

Works specifications

Applicable Sections of COLTO

Series 1000 : General Series 2000 : Drainage Series 3000: Earthworks and Pavement Layers of Gravel or Crushed Stone. Series 5000 : Ancillary Roadworks Series 7000 : Concrete Pavements

Particular / generic specifications

Refer to PROJECT SPECIFICATIONS

Existing services Known services There is no information regarding known services

Damage to services Contractor to be responsible for damage to services

Site establishment

Services and facilities provided by the employer

None -

Facilities provided by the contractor

See PROJECT SPECIFICATIONS

Storage and laboratory facilities

See PROJECT SPECIFICATIONS.

Other facilities and services


Notice boards See PROJECT SPECIFICATIONS

Water for construction purposes

- The Contractor must make all arrangements for the procurement, transportation and storage of water required for consumption and construction.

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C3.5 MANAGEMENT

MANAGEMENT

Particular / generic specifications


Planning and programming

Contractor to provide a programme in bar chart form which will remain as the Contract Programme but will also be updated as and when necessary or when instructed by the Engineer

Methods and procedures

Methods and procedures

The Contractor will ensure that the Project Steering Committee is kept fully informed as to where and when work will commence in different areas and what the particular work consists of. All labour is to be recruited from the local communities through the Project Steering Committee and, if required by the communities, rotated in order to share the work throughout the area.

Quality plans and control

Refer to the relevant standards for testing requirements etc.

Environment Care must also be taken to avoid at all costs any contamination of any kind of existing water courses or dams

Testing, completion, commissioning and correction of defects

All testing in accordance with the requirements of the applicable standards must be carried out and approved in the presence of the Engineer before being accepted. Certificates of Practical Completion, Completion, and Final Completion will be issued in accordance with Clause 51 of the General Conditions of Contract and all other conditions detailed in the same Clause will then apply

Recording of weather A rain gauge must be set up and the rainfall recorded on a daily basis

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Format of communications

A visitors Book must be placed on site which all visitors must be requested to sign. All Site Instructions will be issued in writing in a Site Instruction Book kept on site All requests for inspections by the Engineer must be made in writing at least 24 hours prior to being required

Management meetings Site Meetings will be held on a monthly basis at which the Contractor’s representative, representatives of the Project Steering Committee, representatives of the Employer and the Engineer, or his representative will attend. At this meeting the Contractor will be expected to table a marked up programme detailing progress and in the case of falling behind programme reasons why. The Contractor will also be expected to table any items of work which he feels need explanation or further detail.

Daily records All forms included in the Contract Document must be completed at the frequency indicated

Bonds and guarantees A Guarantee will be required as detailed in the Contract Data

and Clause 7 of the General Conditions

Payment Certificates

Measurements for Payment Certificates will be made jointly by the Engineer’s and the Contractor’s representatives. All claims for materials on site must be accompanied by a copy of the tax invoice for that particular item.

Permits Not applicable

Health and Safety

Health and safety requirements and procedures

The tenderers are to submit a provisional Health and Safety Plan with their Tender.

Measures against disease and epidemics

Not applicable

Aids awareness The Contractor will be issued with a HIV/AIDS Specification in

the Tender Document

ANNEXES

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C3.6 HEALTH AND SAFETY

FOREWORD:

*Complies with Occupational Health and Safety Act No. 85 of 1993 and Construction Regulations of July, 2003.

*use as a management tool in order to comply with OH & S Act *Act takes preference over this document *Act must be used as the minimum requirement *contact originator of this document if unclear of anything.

1. TABLE OF CONTENTS *INTRODUCTION *BACKGROUND TO H & S SPECIFICATION *PURPOSE OF H & S SPECIFICATION *IMPLEMENTATION OF H & S SPECIFICATION 2. HEALTH AND SAFETY SPECIFICATION *SCOPE *INTERPRETATION -Application -Definitions *MINIMUM ADMINISTRATIVE REQUIREMENTS -Notification of intention to commence construction -P.C’s assignment of 16(2) responsible person -Competence of 16(2) -COID Act -Occupational h & s policy -H & S Organogram -Preliminary Hazard identification and Risk Assessment -H & S Representatives -H & S Committees -H & S Training -Induction -Awareness Competence -General Record Keeping -H & S Audits, Monitoring and Reporting -Emergency Procedures First Aid boxes and equipment -Accident and incident reporting and investigating -Hazards and potentially hazardous situations - P.P.E. -OH & S Signage -Contractors and sub-contractors -Public and site visitor h & s -Penalties *PHYSICAL REQUIREMENTS -Existing structures -Edge protection -Stacking of materials -Hazardous chemical substances -Asbestos and asbestos work

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*PLANT AND MACHINERY -Construction plant -Fire extinguishers and fire fighting equipment -Hired plant and machinery -Scaffolding / working in elevated positions -Roof work -Formwork and support work -Ladders and ladder work -Electrical installations and portable electrical tools *OCCUPATIONAL HEALTH -Occupational hygiene -Welfare facilities -Alcohol and other drugs 3.*PRINCIPAL CONTRACTOR COMPLIANCE DATES 4.*ASSIGNMENT OF RESPONSIBLE PEOPLE -Appointment forms 5.*GENERAL COMPLIANCE REQUIREMENTS -Progress meetings 6.*PRELIMINARY Hazard identification and Risk Assessment 7.*ACKNOWLEDGEMENT OF RECEIPT OF H & S SPECIFICATION

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COMPANY: HEALTH AND SAFETY SPECIFICATION 1. INTRODUCTION AND BACKGROUND The Construction Regulations No. R1010 of 18th July, 2003, requires the Client to prepare a pre-construction health and safety specification, with all existing risks identified. PURPOSE OF HEALTH AND SAFETY SPECIFICATION To assist in achieving compliances with the Occupational Health and Safety Act No. 85 of 1993 and the Construction Regulations of July, 2003, in order to, as far as is practicable, reduce or eliminate incidents or injuries. The Principal Contractor shall use this specification as a basis for the drafting of his and any Contractor’s construction health and safety plans. The Specification sets out the requirements to be followed by all Contractors so that the health and safety of all persons who may be affected by the construction may receive the same priority as other project facets. IMPLEMENTATION The health and safety specification forms an integral part of the contract, and the Principal Contractor is required to use it when drawing up his health and safety plan. He must forward a copy to all Contractors at their bidding stage to enable them to prepare their own health and safety plans. 2. HEALTH AND SAFETY SPECIFICATION. 2.1 SCOPE This specification covers the requirements for eliminating and mitigating incidents and injuries at Company/Site/Project level. The scope addresses legal compliance, hazard identification and risk assessment, risk control, and promoting a health and safety culture on the project. The specification also provides for the protection of those persons other than employees. 2.2 INTERPRETATION. Application This specification is a compliance document drawn up in terms of the Occupational Health and Safety Act No.85 of 1993, and the Construction Regulations of July, 2003, and is therefore binding. Definitions The definitions as listed in the Occupational Health and Safety Act and Construction Regulations shall apply. 2.3 MINIMUM ADMINISTRATIVE REQUIREMENTS. 2.3.1 Notification of intention to commence construction work. The Principal Contractor shall notify the Provincial Director of Labour in writing before construction work commences, a copy of which shall be kept in the health and safety file. 2.3.2 Assignment of Principal Contractor’s/Contractor’s responsible person to supervise health and safety on site. The appointments shall be made in writing, a copy of which is to be kept in the health and safety file. 2.3.3 Competence of the responsible person/s. The criteria as stipulated under the definition of “competent” in the Construction Regulations shall apply. 2.3.4 Compensation for Occupational Injuries and Diseases Act 130 of 1993. The Principal Contractor shall keep a copy of the letter of good standing with his Compensation Assuror in the health and safety file as proof of registration. Each contractor shall provide a copy of his letter of good standing to the Principal Contractor for the health and safety file.

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2.3.5 Occupational health and safety policy. The Principal Contractor and each Contractor shall submit a health and safety policy signed by its Chief Executive Officer, outlining the Employers objectives and how they will be implemented. 2.3.6 Health and safety organogram. The Principal Contractor and each Contractor shall prepare an organogram detailing each site management health and safety appointment of the competent person. 2.3.7 Preliminary Hazard Identification and Risk Assessment. (HIRA) The Principal Contractor shall cause a hazard identification to be performed by a competent person before the commencement of construction work. The assessed risks shall form part of the construction phase health and safety plan submitted for approval by the Client. The assessment must include: a) a list of hazards and potential hazards; b) a documented risk assessment based on the list of hazards; c) a set of safe work procedures (method statements) to eliminate, reduce or control the risks; d) a monitoring and review procedure as the risks change.

The Principal Contractor shall ensure that all Contractors inform, instruct and train their workers regarding any hazards, risks and related safe work procedures before any work commences and thereafter at regular intervals as conditions change. Contractors are to conduct their own toolbox talks weekly, and submit proof of these talks to the Principal Contractor. Contractors are to conduct risk assessments specific to their operations and submit a copy to the Principal Contractor.

2.3.8 Health and safety representatives. The Principal Contractor and Contractors shall appoint in writing and provide training for health and safety representatives who shall carry out inspections of the workplace, keep records and report all findings to the responsible person, and at health and safety meetings. A representative is required once 20 employees are on site, and one representative for every 50 employees thereafter. 2.3.9 Health and safety committees. The Principal Contractor shall ensure that committee meetings are held monthly and minutes are kept. The responsible person shall chair the meetings and all representatives are to attend. Contractors shall hold their own meetings, with a copy being forwarded to the Principal Contractor’s responsible person. 2.3.10 Health and safety training a) Induction. The Principal Contractor shall ensure that all site personnel undergo site-specific health and safety induction training before they start work. A record of attendance shall be kept in the health and safety file. b) Awareness. The Principal Contractor shall ensure that on-site toolbox talks take place at least once per week, dealing with risks relevant to the work at hand. Contractors shall provide proof to the Principal Contractor. 2.3.11 General record keeping. The Principal Contractor shall keep and maintain health and safety records to demonstrate compliance with this Specification, with the OH & S Act, and with the Construction Regulations. He shall ensure that all records of incidents/accidents, emergency procedures, training, inspections, audits, etc, are kept in the health and safety file. He shall ensure that all contractors maintain such a file. 2.3.12 Health and safety audits, monitoring and reporting. The Client shall conduct monthly health and safety audits of the work place as well as an audit of the administration of health and safety. The Principal Contractor shall conduct similar audits monthly of any contractor, who will in turn audit any sub-contractor. 2.3.13 Emergency procedures. The Principal Contractor must prepare a detailed emergency procedure for approval by the Client prior to commencement on site. The procedure shall detail the response plan, including: a) list of key competent personnel; b) details of emergency services; c) actions to be taken in the event of an emergency;

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d) information on any hazardous material/situation. Emergency procedures shall include: fire; chemical spill; injury; damage; hazardous substances; bomb threat; major incident/accident. The Principal Contractor shall advise the Client in writing of any such event, including action taken. A contact list of all service providers (fire dept. ambulance, police, doctor, hospital) shall be available to site personnel. 2.3.14 First aid boxes and first aid equipment. The Principal Contractor shall appoint a certified first aider in writing. A copy of the certificate shall be placed in the health and safety file. An adequately stocked first aid box must be provided by the Principal Contractor, as well as a first aid station. A contractor with 5 or more employees must provide his own first aid box. Where there are 10 or more employees, a certified first aider must be appointed and be on site at all times. 2.3.15 Accident/incident reporting and investigation. The Principal Contractor must investigate all injuries and report to the Client. The P.C. may categorize incidents as follows: incidents; first aid; medical; disabling; fatal. He will detail the procedure to follow for each such event. 2.3.16 Hazards and potentially hazardous situations. The Principal Contractor shall immediately notify any contractors and the Client in writing of any hazardous or potentially hazardous situation that may arise during the performance of construction activities. 2.3.17 Personal Protective Equipment. The Principal Contractor shall ensure that all site employees wear the P.P.E. as identified in the risk assessment. He is to ensure that an adequate supply of P.P.E. is available on request as either replacement for lost items or worn out items. A record is to be kept of issues to each employee. Each contractor is responsible for supplying his own staff with P.P.E. 2.3.18 Occupational health and safety signage. The Principal Contractor must provide adequate on-site signage. Examples are: no unauthorized entry; visitors report to site office; site office; hard hat area; construction vehicles; noise zone; first aid. Signs are to be posted on access routes, entrances, scaffolding, and other risk areas. 2.3.19 Contractors and sub-contractors. The Principal Contractor shall ensure that all contractors comply with this Specification, the OH & S Act, Construction Regulations and any other relevant legislation that may relate to the activities. A contractor shall ensure compliance of any sub-contractor appointed by him.

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2.3.20 Public and site visitor health and safety. The Principal Contractor shall ensure that every person working on or visiting the site, as well as the general public, shall be made aware of the dangers likely to arise from site activities, including the precautions to be taken to avoid or minimize those dangers. Appropriate health and safety notices and signs shall be posted up. Both the Client and the Principal Contractor have a duty in terms of the OH & S Act to do all that is reasonably practicable to prevent members of the public and site visitors from being affected by the construction activities. The site must be suitably hoarded at all times with a limited number of restricted access points. Adequate notices are to be displayed. Hoarding is to be inspected daily and gates locked at the end of each work day. 2.3.21 Penalties Penalties may be imposed on Contractors who do not comply with this health and safety Specification. 2.4 PHYSICAL REQUIREMENTS 2.4.1 Existing structures. Any existing structure must be deemed safe by means of a structural inspection and report compiled by a competent person and forwarded to the Client and the Principal Contractor. 2.4.2 Edge protection and penetrations. The Principal Contractor must ensure that all edges and openings are guarded and demarcated at all times until permanent protection is erected. The guards must be constructed of scaffold type tubing, with guardrails, painted yellow, located one meter above floor level. 2.4.3 Stacking of materials. The Principal Contractor must appoint in writing a stacking supervisor and all materials, formwork and other equipment is stacked and stored safely, on level, firm ground, out of access ways and height complying with regulations. 2.4.4 Hazardous Chemical Substances. (h.c.s) The Principal Contractor is to appoint a competent person in writing to control the storage, transport and use of any h.c.s. Material safety data sheets (msds) are to be maintained and available on site. First aiders are to be informed of the presence of h.c.s. and how to treat incidents. 2.4.5 Asbestos and asbestos work. The removal and maintenance of asbestos containing products must be conducted under controlled conditions as specified in the Asbestos Regulations. A set of safe work procedures must be drawn up by the Principal Contractor and submitted to the Client for approval. 2.4.6 Demolition work. A competent person is to be appointed in writing to supervise and control all demolition work on site. A method statement on the procedure to be followed in demolishing the structure is to be developed by a competent person prior to the work being carried out. The Construction Regulations section 12 conditions shall apply. 2.5 PLANT AND MACHINERY 2.5.1 Construction plant. This includes all types of plant used in the construction process, and must comply with the OH & S Act and the Construction Regulations. The Principal Contractor shall appoint a competent person in writing to inspect and record the findings of such inspections. Only authorized competent persons are to operate such machinery. Appropriate p.p.e. and clothing must be provided, used and maintained. 2.5.2 Fire extinguishers and firefighting equipment.

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The Principal Contractor and Contractors shall provide adequate, serviced and maintained firefighting equipment, located at suitable locations on site. Appropriate notices and signs must be posted up. 2.5.3 Hired plant and machinery. The Principal Contractor shall ensure that the hired plant and machinery is safe for use and complies with 2.5.1 above. 2.5.4 Scaffolding/working in elevated positions. The Principal Contractor must submit a risk-specific fall protection plan to the Client for approval before any work commences. All scaffolding must comply with SANS 10085 standards. Scaffolding must be declared safe for use by a competent person who has been appointed in writing, with the register being updated weekly, after inclement weather, after alterations, after an accident, and before dismantling. Adequate protection must be provided over a walkway, pavement or public access. The fall protection plan must include a risk assessment and safe work procedures. All persons working at height must be evaluated for physical and psychological fitness. Training must be provided. All openings and edges must be adequately guarded. Workers must be trained in the use of fall harnesses, which must be kept in a good condition. All scaffolding must be complete with guard rails and toe boards and be fully boarded. 2.5.5 Roof work. All roof work must be conducted in accordance with Construction Regulation 8, with a fall protection plan in place. 2.5.6 Formwork and support work. The Principal Contractor shall appoint a competent person in writing to inspect the formwork and support work immediately before, during and after the placement of concrete and thereafter on a daily basis until the removal thereof. Notices and signs are to be posted. Walkways, passages and pavements are to be protected from falling objects. 2.5.7 Ladders and ladder work. The Principal Contractor shall appoint a competent person in writing to inspect all ladders monthly and record such findings in a register. Ladders are to extend one meter above a landing and must be secured at the top and have a secure, non-slip base. 2.5.8 Electrical installations and portable electric tools. The Client must ensure that the Principal Contractor is aware of the position of all electrical power lines. The P.C. must comply with the electrical installation regulations, electrical machinery regulations and the construction regulations. The P.C. shall carry a copy of the Certificate of Compliance. Temporary electrical installations must be inspected weekly. Portable electrical tools are to be visually inspected daily with a register updated monthly.

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2.6 OCCUPATIONAL HEALTH. 2.6.1 Occupational hygiene. Exposure to occupational health hazards in construction is common and Contractors must ensure that proper health and hygiene measures are in place to prevent exposure to such hazards. Prevent inhalation, ingestion, absorption and noise induced hearing loss. 2.6.2 Welfare facilities. The Principal Contractor must supply sufficient toilets (1 per 30 workers), changing facilities, hand wash facilities, soap, toilet paper and hand drying material. There must be safe, clean storage areas for workers to store personal belongings and clean, sheltered eating areas. 2.6.3 Alcohol and other drugs. No alcohol or other drugs will be allowed on site. No one under the influence of alcohol or drugs will be allowed on site. Any person suffering from any illness/condition which may affect his safety on site must report to his supervisor. Disciplinary action is to be taken against anyone found under the influence whilst on site. 3. PRINCIPAL CONTRACTOR COMPLIANCE DATES Requirement Submission date a) Health and safety plan Before commencement on site. b) Notification of intention to Before commencement on

Commence construction site. c) Assignment of responsible Before commencement on Persons to supervise site. Construction work. d) Competence of responsible Together with H & S Plan Persons e) Occupational health and safety policy Together with H&S Plan f) Health and safety organogram Together with H&S Plan g) Initial hazard identification Together with H&S Plan And risk assessment

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4. ASSIGNMENT OF PRINCIPAL CONTRACTOR’S RESPONSIBLE PERSONS

1. Appointment Reference

2. CEO Assignee OH&S Act sect. 16(2)

3. Construction work supervisor CR 6.1

4. Subordinate supervisor CR6.2

5. Health & safety representatives OH&S Act sect. 17

6. Incident investigator GAR 8

7. Risk assessment co-ordinator CR7

8. Fall protection plan co-ord. CR8

9. First aiders GSR 3

10. Scaffold inspector/supervisor SANS 10085 & CR14

11. Scaffold erector GSR13D

12. Formwork/support work CR10

13. Excavation inspector CR11

14. Ladder inspector GSR13A

15. Temporary electrical installation CR22

16. Fire fighting equipment inspector CR27

17. Safety officer CR6.6

18. Demolition Supervisor CR 12(1)

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5. GENERAL COMPLIANCE REQUIREMENTS 1. Construction health and safety plan. Monthly review. 2. Health and safety file. Open, at meetings. 3. OH&S Act regulations Monthly review. 4 Induction training. Every worker 5. Toolbox talks. Weekly 6. Health & safety reports Monthly. 7. Emergency procedures Monthly. 8. Risk assessments Monthly. 9. Safe work procedures Before start. 10. General inspections. Daily, weekly. 11. List of contractors. Update weekly. 12. Workman’s compensation. Ongoing. 13. Section 37 Mandatary Ongoing. 6. PRELIMINARY RISK ASSESSMENT (Available from the MBA upon request) 7. ACKNOWLEDGEMENT OF RECEIPT

I, ……………………….., representing……………………………. Principal Contractor/Contractor, have received the Health and Safety Specification in good order and shall ensure that the Principal Contractor/Contractor and its personnel comply with all obligations/requirements/specifications in respect thereof. This document is legally binding in terms of Regulation 4(1)(a) of the Construction Regulations 2003. Signature of Principal Contractor/Contractor………………………………DATE………………… Signature of Client/Client’s Agent……………………………………………DATE………………….

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C3.7 PROJECT SPECIFICATIONS

CONTENTS

SCOPE PART A GENERAL PS1 PROJECT DESCRIPTION PS2 CONSTRUCTION PROGRAMME PS3 SITE FACILITIES PS4 WATER, POWER SUPPLY AND OTHER SERVICES PS5 FEATURES REQUIRING SPECIAL ATTENTION PS6 DRAWINGS PS7 HANDING OVER SITE, SETTING AND CONFIRMING THE SCOPE OF WORKS WITH THE CONTRACTOR PS8 EMPOWERMENT PRINCIPLES PS9 CLEANING CONCRETE PIPES PS10 APPLICABLE STANDARDS AND PARTICULAR SPECIFICATIONS PART B MATTERS RELATING TO THE STANDARD SPECIFICATIONS SECTION 1100 DEFINITIONS AND TERMS SECTION 1200 GENERAL REQUIREMENTS AND PROVISIONS SECTION 1300 CONTRACTORS ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS SECTION 1500 ACCOMMODATION OF TRAFFIC SECTION 1600 OVERHAUL SECTION 1700 CLEARING AND GRUBBING SECTION 1900 DAYWORKS SECTION 2100 DRAINS SECTION 2200 PREFABRICATED CULVERTS SECTION 3400 PAVEMENT LAYERS OF GRAVEL MATERIAL SECTION 1500 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION PART C PARTICULAR SPECIFICATIONS SECTION 12000 ENVIRONMENTAL MANAGEMENT PLAN IMPLEMENTATION

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SCOPE This project specification is set out in three parts:

▪ Part A : Covers a general description of the project, the facilities available and the requirements to be met.

▪ Part B : Covers variations and additions to standardised COLTO specifications.

▪ ▪ Part C : Covers particular specifications that are applicable to the Contract.

The project specifications form an integral part of the Contract documents and supplement the standard specifications.

In the event of any discrepancy with a part or parts of the standard specifications, the schedule of quantities or the drawings, the project specifications shall take precedence. The standard specifications, which form part of this Contract, have been written to cover all phases of work normally required for road contracts, and they may therefore cover items not applicable to this particular Contract.

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PART A GENERAL

PS1 PROJECT DESCRIPTION

PS1.1 Scope

The contract entails design, construct and manage the implementation of Construction of Cacadu Park Phase 2 in Ward 4 to make sure that the works are delivered in good quality.

PS1.2 Description of Site and Access

The Site is in Indwe Town The term “Site” as defined in the General Conditions of Contract 2010, will comprise the full road reserve. The “Site” will also include land not provided by the Employer where equipment and/or materials for use in the permanent works of the contract can be stored and/or stockpiled with the provision that the land selected for this purpose be approved by the Engineer. The ++Contractor must make his own arrangements for the use of such land and must obtain written approval from the owner(s) concerned.

PS1.3 Details of the Contract

The work to be performed as part of this Contract mainly consists of the activities listed below. This list is not necessarily complete nor will it limit the extent of work to be carried out under this Contract.

GENERAL ▪ Establishment of camp on site ▪ Accommodation of traffic Activities

The local park will be considerable in size 1575 sqm and will entail the following:

- Additional Fencing

- Landscaping

- Additional Children playground and furniture

- Additional Braai Stands and rest areas with precast table and chairs

- Shelters with table and chairs

- Paved walkway

- Paved Parking

- Irrigation System

- Electrified name board

- Re - alignment existing of Playing Equipment

- Sitting area back cover

- Plant trees and flowers

- Electrified Guard House

- Flood light

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- Upgrade of sewer line

PROGRAMME

The time for completion of this Contract is six (9) months

PS3 SITE FACILITIES

PS3.1 Facilities for the Engineer

Site meetings will be held in the Contractor’s site office.

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PS3.2 Sanitary Facilities

The Contractor shall supply chemical toilets for use by his employees and temporary workers and shall be entirely responsible for maintaining such toilets in a clean and sanitary condition to the satisfaction of the Engineer and the health authorities. The number of toilets shall be based on one toilet per fifteen personnel on site and the Contractor shall make his own arrangements and pay all charges for the removal of sewage.

PS3.3 Contractor’s Camp Site

The establishment of all labour, plant and materials on site and all arrangements in this respect is the responsibility of the Contractor.

The Contractor shall provide within his own on-site facilities, a suitably furnished office or other venue capable of comfortably accommodating a minimum of ten (10) persons at site meetings. The Engineer shall be allowed free use of such a venue for the conducting of any other meetings concerning the Contract at all reasonable times. The cost of providing the above facility will be viewed to be inclusive of the Contractor’s establishment costs.

Before the erection of his camp, office, stores, plant and accommodation units or any facilities, the Contractor shall satisfy the Engineer that he is familiar with and has taken due cognisance of any pertinent local by-laws, availability of services and statutory regulations. The Contractor’s attention is specifically drawn to the regulations pertaining to the accommodation of labourers.

PS3.4 Telephone and Communication Facilities

The Contractor shall provide and maintain a continuous means of on-site communication between his site supervision staff (i.e. the people responsible for the day to day running of the Contract) and the staff of the Engineer’s Representative.

The Engineer and his Representative will use their own cellular and office telephones for this contract. The provision and use of cellular phones for the Contractor’s personnel will be for his own cost.

PS 3.5 Accommodation for Employee

The Contractor shall make his own arrangements for the accommodation of his employees. The cost thereof shall be deemed to be included in the rates and amounts tendered for the various items of work.

PS 3.6 Security

The Contractor shall be responsible for the security of his own personnel and constructional plant on and around the site of the works and for the security of his camp, and no claims in this regard will be considered by the Employer.

PS4 WATER, POWER SUPPLY AND OTHER SERVICES

The Contractor shall make his own arrangements concerning the supply of water, electrical power and all other services for use at the site camps, as well as for all construction and maintenance purposes. No direct payment will be made for the provision of water, electrical power and other services. The cost thereof shall be deemed to be included in the rates and amounts tendered for the various items of work.

PS5 FEATURES REQUIRING SPECIAL ATTENTION

PS5.1 Public Safety

The Contractor shall at all times ensure that his operations do not endanger any member of the public or of his own personnel.

PS5.2 Adjoining Properties

The sites of the Works are surrounded by private properties. The Contractor shall exercise strict control over his employees to ensure that they do not trespass outside the road reserve or interfere in any way with the

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adjacent owners, tenants and their properties. In addition, the Contractor shall liaise with the owners regarding all matters that may affect them such as the provision of water and the like.

PS5.3 Construction and Maintenance Activities in Confined Areas

It may be necessary for the Contractor to work within confined areas. Except where provided for in the project specifications, no additional payment will be made for work done in restricted areas. The Contractor must note that measurement and payment will be in accordance with the specified cross-sections and dimensions only, irrespective of the method used for achieving these cross-sections and dimensions and that the tendered rates and amounts shall include full compensation for all special equipment and construction / maintenance methods and for all difficulties encountered when working in confined areas and narrow widths, and at or around obstructions, and that no extra payment will be made nor will any claim for additional payment be considered in such cases.

PS5.4 Accommodation of Traffic

The Works will be undertaken in a manner that will minimise the interference with public traffic, consistent with established routine road construction practices. Although inconvenience to road users will be inevitable, the Contractor must ensure that road users have continuous access on and to, a public road. Temporary road traffic signs shall at all times be displayed at the works as specified on the drawings and in accordance with the requirements of this document, as well as the South African Road Traffic Signs Manual, in conjunction with Manual K56 “Safety at Road works in Rural Areas” and Road Note No. 13 and the Routine Road Maintenance Procedures Manual of the Department of Transport and Roads of the Eastern Cape. The Contractor may not commence constructional activities before adequate provision has been made to accommodate traffic in accordance with the above requirements. The traffic signs shall be covered or removed when not required at night and over weekends. No diversions are generally required and the Contractor shall regulate the traffic with flagmen and take all precautions necessary to promote the safe and easy flow of traffic on or next to the roadway under repair. The Contractor, if so instructed in writing, shall nevertheless provide a diversion at places with a high traffic safety risk. Except where otherwise specified, additional payment over and above payment under the payment items included in the Contract, will be made for the construction of the diversion and the additional measures required to control traffic as specified by the Engineer. Should the Contractor neglect to apply the road traffic safety measures specified without due diligence, the Engineer may temporarily stop the works until the Contractor has rectified the situation. The Contractor will be responsible for the accommodation of traffic on, and maintenance of the existing roadways used by the public as instructed by the Engineer, from the date of site handover, to the issuing of the Certificate of Completion for the works as a whole.

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No separate payment items have been scheduled for the accommodation of traffic or traffic signage and all these costs will be deemed to have been included in the relevant payment items of the appropriate works. The Contractor must ensure that a competent person, that can act as a Traffic Safety Officer, is present on site at all times to deal will all issues relating to traffic accommodation. This person will, at all times, be responsible for the construction, spacing, placement and maintenance of traffic control devices.

PS5.5 Control Testing

PS5.5.1 Process Control Testing

The Contractor is required to carry out his own control testing. The results of these control tests together with the location of the tests shall be submitted to the Engineer for approval. No payments will be made without this information, unless partial payment is allowed for special items in terms of the project specification.

PS5.5.2 Acceptance Control Testing

The Engineer may order that additional tests be carried out from time to time. A provisional sum is allowed for these additional tests. The cost of any additional tests that might fail, together with the remedial work ordered by the Engineer, will be for the account of the Contractor.

PS5.6 Existing Services

The Contractor will, ensure that prior to construction all the necessary Record Drawings and Way-leaves for all services have been obtained and verified on site by the relevant Service Providers in his presence. The Contractor must request in writing the relevant Official to indicate the said services within 48 hours prior to commencement of work, after which the responsibility rests with the Service Department if the services are not indicated to the Contractor as requested. The Contractor shall take whatever extra precautions are required to protect all existing services from damage during the period of the Contract. Any damage to existing services indicated by the relevant service providers or other damage as a result thereof, shall be for the Contractor’s account.

PS5.7 Environmental Management

The Contractor shall be responsible for implementing and managing an Environmental Management Plan in terms of the particular specifications for the borrow pits. The Contractor's authorised agent shall report to the Engineer regarding compliance with the conditions as stipulated in the Environmental Management Plan. The Contractor shall take the utmost care to minimise the impact of his establishment and other construction activities on the environment. Trees and shrubs established in the landscaped areas of the road reserve may under no circumstances be disturbed without specific instruction from the Engineer for their removal. Trees and shrubs inadvertently destroyed by the Contractor shall be replaced with the equivalent at the Contractor’s expense. No separate payment items will be scheduled for the compliance by the Contractor with the EMP. These costs will be deemed to be inclusive of the rates tendered for the works.

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PS5.8 Use of borrow pits

The Contractor is to obtain all gravel wearing course material from the existing or new borrow pits in the vicinity of the project, as instructed by the Engineer. The Contractor is to adhere to the specific requirements contained in the EMP pertaining to work methods in borrow pits.

PS5.9 Construction Regulations, 2003

The Contractor shall be required to comply with the Occupational Health and Safety Act, 1993: Construction Regulations, 2003 (the regulations) as promulgated in Government Gazette No 25207 and Regulation Gazette No 7721 of 18 July 2003. Non-compliance with these regulations, in any way whatsoever, will be adequate reason for suspending the Works. The proposed type of work, materials to be used and potential hazards likely to be encountered on this Contract are detailed in the Project Specifications, the Schedule of Quantities, the Drawings, and in the Employers' health and safety specification (regulation 4(1) of the Construction Regulations 2003), which is bound into the Contract document. The Contractor shall, in terms of regulation 5(1), provide a comprehensive Health and Safety Plan detailing his proposed compliance with the regulations, for approval by the Employer. The Contractor shall at all times be responsible for full compliance with the approved plan as well as with the Construction Regulations and no extension of time will be considered for delays due to non-compliance with the abovementioned plan or regulations. Payment items are included in the Schedule of Quantities to cover the Contractor's cost for compliance with the OHS Act and the abovementioned Regulations.

PS6 DRAWINGS

The reduced drawings that form part of the tender documents shall be used for tender purposes only. The Contractor will be supplied with 3 sets of unreduced paper prints of each drawing free of charge. Any additional prints will be for the account of the Contractor. Only figured dimensions shall be used and drawings shall not be scaled unless so instructed by the Engineer. The Engineer shall supply all figured dimensions omitted from the drawings. Any information in the possession of the Contractor that the Engineer requires in order to complete his as-built drawings, shall be supplied to the Engineer before a Certificate of Completion will be issued.

PS7 HANDING OVER SITE, SETTING OUT AND CONFIRMING THE SCOPE OF WORKS WITH THE CONTRACTOR

The entire road reserve within the Local Municipal Area (and indicating any “soft boundaries” if applicable) will be handed over to the Contractor at the commencement of the Contract. The following matters are to be confirmed at the time of handing over and before the commencement of any work :

(i) Confirming position of the site camp and\or any additional temporary site camps that may be required.

. (ii) Supervisory, test control measures and procedures are to be confirmed.

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PS8 EMPOWERMENT PRINCIPLES

PS8.1 Labour Intensive Construction Methods

Labour intensive construction methods) will be utilised where practically possible and feasible. Construction activities that are undertaken using labour intensive methods shall be based on the prevailing statutory minimum wage as determined by the Department of Labour.

PS8.2 Communication with Local Communities

A Project Steering Committee will be formed by the Contractor through the appropriate Local Ward Councillors or existing official structures if required, to act as the communication channel between the Contractor and the residents. This Project Steering Committee will identify a Community Liaison Officer to be appointed by the Contractor. A provisional sum is allowed in the schedule of quantities to cover the cost of the Community Liaison Officer. The Contractor shall use the Community Liaison Officer as indicated in Section B1231 of Part B, and the Project Steering Committee to timeously reach mutually acceptable employment agreements with the affected communities and to deal with any labour-related issues. The Contractor must include in his rates for the cost of attending an average of one Project Steering Committee meeting each month. The meetings will not necessarily be during normal working hours and it is accepted that the Contractor tendering for the works is familiar with dealing with communities and understands the implications of keeping the community informed. Minutes of such meetings must be recorded and distributed by the Contractor and the cost is deemed to be included in the rates.

PS8.3 Local Labour

Should personnel and labour be required, the Contractor must endeavour to employ labourers, artisans and subcontractors from the community within the Local Municipal Area for the execution and completion of the work.

The Contractor and his sub-contractors shall ensure that they enter into a Contract of Employment with each employee engaged on the labour intensive aspects of this Contract.

PS9 CLEANING CONCRETE PIPES

It is considered likely that existing concrete drainage pipes will be partially or even totally blocked. These must be cleaned by whatever method the Contractor deems fit without damaging the pipes and the rates submitted for the same must be fully inclusive of all plant and materials required.

PS10 APPLICABLE STANDARDISED AND PARTICULAR SPECIFICATIONS

The Standard Specifications for Road and Bridge Works for State Road Authorities (1998 Edition) as prepared by the Committee of Land Transport Officials (COLTO) are applicable to this Contract. It shall however be noted that reference is made in certain of the specifications to other standardised specifications which may or may not be included in this document. Where such specifications are not included, they shall however be deemed to be included in the Contract documents.

The Contractor shall have available for reference on site at all times a full set of the above specifications, together with any other to which they refer. These specifications shall remain the property of the Contractor but shall be made available to the Engineer whenever required throughout the duration of the Contract.

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PART B MATTERS RELATING TO THE STANDARD SPECIFICATIONS

The Standard Specifications for Road and Bridge Works for State Road Authorities 1998, prepared by the Committee of Land Transport Officials, (COLTO), as amended, shall apply to this Contract. The amendments are those issued by COLTO and reproduced below, together with additional amendments as set out herein. The Routine Road Maintenance and Re-gravelling, as well as the Road Betterment Procedures Manuals, as issued by the Department of Transport and Roads of the Eastern Cape will be referred to as a guideline, for the repair / construction and maintenance activities to be conducted under this Contract.

STANDARD AMENDMENTS TO THE STANDARD SPECIFICATIONS ISSUED BY COLTO

No amendments have been issued.

PROJECT SPECIFICATIONS REFERRING TO THE STANDARD SPECIFICATIONS AND ADDITIONAL SPECIFICATIONS

In certain clauses the standard specifications allow a choice to be specified in the project specifications between alternative materials or methods of construction and for additional requirements to be specified to suit a particular contract. Details of such alternatives or additional requirements applicable to this Contract are contained in this part of the project specifications. It also contains some additional specifications required for this particular Contract.

The number of each clause and each payment item in this part of the project specifications consists of the prefix B followed by a number corresponding to the number of the relevant clause or payment item in the standard specifications. The number of a new clause or a new payment item which does not form part of a clause or a payment item in the standard specifications and which is included here, is also prefixed by B followed by a new number. The new numbers follow on the last clause or item number used in the relevant section of the standard specifications.

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SECTION 1100 : DEFINITIONS AND TERMS Add the following additional clauses:

“B1156 ACCEPTANCE CONTROL

Acceptance control means whatever testing the Engineer carries out over and above the process control testing already carried out in order to decide on the acceptability of any work submitted by the Contractor. Such testing will be carried out at the cost of the Employer in a laboratory approved by him.

B1157 COMMERCIAL SOURCE An offsite source of materials chosen by the Contractor will also be viewed as a commercial source.

The Contractor shall take full responsibility for the quality of all materials and services supplied from commercial sources.

B1158 PROCESS CONTROL Process control means all testing required to be carried out by the Contractor on the works in order

to ensure that the completed permanent works comply with the specifications and drawings. All such testing will be subject to inspection and approval by the Engineer.”

SECTION 1200 : GENERAL REQUIREMENTS AND PROVISIONS

B1204 PROGRAMME OF WORK

Insert the following before the first paragraph: "A bar chart programme shall be provided showing the various activities in such detail as may be required by the Engineer. The programme shall be updated monthly in accordance with the progress made by the Contractor. Failure to comply with these requirements will entitle the Engineer to apply a programme based on his own assumptions for the purpose of evaluating claims for extension of time for completion of the works, or for additional compensation."

B1207 NOTICES, SIGNS AND ADVERTISEMENTS

Replace the second paragraph with the following:

“Two (2) contract name boards shall be erected and maintained for the duration of the Contract at points to be indicated by the Engineer. Details of the contract name board are provided in the tender documents

Delete the final paragraph and replace with the following:

“All signboards erected in accordance with the drawings or as approved by the Engineer, shall be removed at the same time as the Contractor’s dis-establishment. Payment under sub-item 13.01 for the final instalment of 15% of the tendered lump sum shall not be made unless all the advertisements, notices and temporary signs have been removed.”

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B1209 PAYMENT

(b) Rates to be inclusive

In the 3rd line, after the word "quantities", insert "together with the payment of VAT as a separate item,"

Add the following subclause:

"(g) Trade names

Where materials are specified under trade names, tenders must be based on those specified materials. Alternative materials may be submitted as alternative tenders and the Engineer may, after receipt of tenders, approve the use of equivalent materials.”

B1210 CERTIFICATE OF PRACTICAL COMPLETION OF THE WORKS

Add the following paragraph: “In addition to the listed specified items of work and regardless of the degree of beneficial occupation by the Employer, no sections of the works, individually or collectively, shall be considered for practical completion unless the following criteria have also been met:

▪ In the case of partial completion, the estimated cost to complete the outstanding work shall be

less than 2 % of the estimated cost to construct the whole section or sections.

▪ In the case of the whole works, the estimated cost to complete the outstanding work shall be less than 2 % of the tendered value of work plus the cost of any variation or extra work orders, but excluding CPA and VAT.

▪ It must be possible for the Contractor to complete the written list of outstanding items of work

within 28 days of the list having been issued to the Contractor.”

B1214 CONTRACTOR'S ACTIVITIES IN RESPECT OF PROPERTY OUTSIDE THE ROAD RESERVE AND OF SERVICES MOVED, DAMAGED OR ALTERED

Add the following to the first paragraph of subclause (d)(ii)

"This is also required with respect to fences, gates, camp sites, bypasses and material spoiled on private property.” Add the following after subclause (e) "These written statements, as required in Clause 1214(b)-(e) shall be handed to the Engineer before the final certificate will be issued.”

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1215 EXTENSION OF TIME RESULTING FROM ABNORMAL RAINFALL

Delete the clause and replace with the following: “During the execution of the Works, The Engineer’s Representative will certify a day lost due to abnormal rainfall and adverse weather conditions only if less than 30% of the work force and plant on site could work during that specific working day.”

B1229 SABS CEMENT SPECIFICATIONS

Add the following to this subclause:

“Where reference is made in this specification or the standard specifications to the cement specifications, e.g. SABS 471: Portland cement and rapid hardening Portland cement, it shall be replaced with the new specification: SABS ENV 197-1 "Cement composition, specifications and conformity criteria Part 1: Common cements.” Furthermore, where reference is made in this specification or the standard specification to a different cement type, the following names will apply and the Engineer will confirm the relevant new name from the table below:

Ceme

nt

Grade

Cement

Type

Approximat

e old

product

name

Holcim New Blue

Circle

New

NPC

New

PPC

New

Slag-

cemen

t

52,5 CEM 1 Rapid

hardening

Rapid Hard Duracast Eagle

Super

- -

42,5 R CEM 1 Rapid

hardening

- - - Rapo -

42,5

CEM 1 OPC * Portland

Cement

Duratech - OPC -

CEM 1 LASRC - - - LASRC -

CEM II A-S PC 15SL - - Eagle

Plus

- -

CEM II B-S RH30SL - - Eagle

Plus

- -

32,5R - - - - - - -

32,5

CEM II A-V PC 15FA All Purpose

Cement

- - Surebuild -

CEM II A-W PC 15FA - - - Surebuild -

CEM II A-L - All purpose

cement

- - Surebuild -

CEM II B-V

or W

PC25FA/PFA

C**

- Structrete - Surecret

e

-

CEM III A PBFC - BFC Eagle

Pro

- PBFC

CEM IIIA RHSL - - - - RHSL

22,5

MC 22.5X PFAC *** Multi purpose

cement

Durabuild - - -

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MC22.5X PFAC*** - Buildcrete - - -

12,5

MC 12,5 Walcrete Mortar Cement Wallcrete - Masonry -

MC 12,5 Mortacem - - - - -

Notes: * OPC cements previously performed approximately as CEM 1 32,5R products

** PC25FA cements under the old standards achieved lower compressive strengths than the OPC's of the time

*** Some PFAC cements meet the new standard for MC 22,5X. Others required modification before meeting the requirements for MC 22,5X”

Add the following new clauses:

“B1230 DAILY RECORDS

The Contractor shall furnish the Engineer daily with records of work executed by him for each activity. The records shall include information such as description, location, measurement, plant and labour hours, where applicable, and all other information the Engineer may require for the record and measurement purposes. No separate payment items will be scheduled for the administrative costs incurred by the Contractor to provide the Engineer with the activity sheets and other information that will be required. These costs will be deemed to be inclusive of the rates tendered for the works.

B1231 COMMUNITY LIAISON OFFICER (CLO)

The Community Liaison Officer (CLO) is to be selected by the Project Steering Committee (PSC) and the Employer (through his agent) and appointed by the Contractor. The Contractor shall, however, accept the appointment as part of his management personnel. The duties of the CLO will be: ▪ To be available on site daily during normal working hours and at other times as the need arises.

His normal working day and his period of employment will be mutually agreed upon by the Employer and the Engineer accordingly.

▪ To determine, in consultation with the Contractor, the needs of the local labour for relevant

training if so required.

▪ To communicate daily with the Contractor and the Engineer to determine the labour requirements with regard to numbers and skill, to identify possible labour disputes and to assist in their resolution.

▪ To attend all meetings in which the community and/or labour is present or is required to be

represented. In particular, he will attend the first part of the monthly/site meeting to report on the local community involvement.

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▪ To inform local labour of their conditions of temporary employment and to inform local labourers as early as possible when their period of employment will be terminated.

▪ To attend disciplinary proceedings to ensure that hearings are fair and reasonable. ▪ To keep a daily written record of his interviews and project liaison conducted. ▪ All such other duties as agreed upon between all parties concerned.

A payment item has been allowed for in the Schedule of Quantities for the payment of the CLO.

B1232 COMMUNITY PARTICIPATION

In order to give effect to the need for the participation and transparency in the process of delivering services, the community should participate in the decision making process throughout the duration of the project. This shall be achieved through structured engagement between those responsible for the delivery of the project and the community. A Project Steering Committee (PSC) which will be a voluntary organization shall be formed from representatives of the Employer, the Engineer, the Contractor, interested and affected parties and the Community / Ward Councillors. The PSC shall meet at least once every month until such time as the PSC or Employer are of the opinion that it could fulfil its tasks by meeting less frequently. The PSC shall make decisions and recommendations by consensus. If consensus cannot be reached, the decision of the Employer will be final. The tasks of the PSC will be to: ▪ To identify problems and opportunities that result from the location, construction and operation

of the roads. ▪ Keep the community informed of all decisions taken and revisions relating to the Construction

Programme. ▪ Keep the community informed with regards to progress being made on a monthly basis. ▪ To assist with community liaison and resolution of disputes. ▪ To devise fair and transparent procedures that will assist the Contractor in the engagement of

labour. ▪ To advise on and monitor labourers’ performance.

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B1233 MEASUREMENT AND PAYMENT FOR CERTAIN GENERAL ITEMS

Payment will be made under this section for certain temporary work items as follows: Item Unit

B12.01 Community Liaison Officer

(a) Community Liaison Officer cost provisional sum (b) Monthly transport allowance for CLO provisional sum (c) Remuneration of PSC members to attend official meetings provisional sum (d) Handling costs and charges for Contractor for items (a) (b) and (c) percentage (%) A provisional sum is provided for the cost of community liaison, which will include the salary of the Community Liaison Officer for the duration of the Contract. The Community Liaison Officer may possibly not be required on a full time basis. Provisional sums are also allowed for the monthly transport allowance for the CLO, as well as for the payment of PSC members for attending official meetings as scheduled by the Engineer. All the above provisional sums will only be expended as instructed by the Engineer and approved by the Employer. The percentage tendered for handling costs and charges shall cover all additional costs for the Contractor over and above the sums paid under sub items (a), (b) and (c).”

SECTION 1300 : CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS

B1303 PAYMENT

B13.01 The contractor’s general obligations

Add the following to subclause (i):

“The Contractor must make allowances for the provision and erection of two(2no.) contract name boards, as per the drawings, in his rate tendered for payment item 13.01(a), Contractor’s General Obligations. Under this payment item he shall also make allowance for the provision of two labourers to assist the Resident Engineer as and when required for checking and measuring the various items of work. Add the following after the fourth paragraph: "Should the combined total tendered for subitems (a), (b), and (c) exceed Error! Not a valid link. of the tender sum (excluding CPA, contingencies and VAT), the tenderer shall state his reasons in writing for tendering in this manner."

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Add the following at the end of the pay item:

"The amount payable to the Contractor for time related costs arising from extensions of time granted by the Employer, where the Contractor is fairly entitled to such compensation in terms of Clause 45 of the General Conditions of Contract, shall be calculated as follows: (i) Account shall be taken of all time-related items scheduled in Section 1300, 1400 and 1500. (ii) All pay items for which the unit of measurement is "month" shall be deemed to be based upon

an average of 22 working days per month. (iii) Payment will be made only for items for which the unit of measurement is "month".”

SECTION 1500: ACCOMMODATION OF TRAFFIC

B1502 GENERAL REQUIREMENTS

(f) Approval of temporary deviations

Add the following:

"If, after any temporary deviation has been constructed, any changes are considered necessary or desirable, the proposal shall be submitted to the Engineer for his approval."

(i) Traffic Safety Officer

Add the following subsubclauses:

(ix) “Ensure that all obstructions, soil and gravel heaps, related to the Contractor’s activities

be removed before nightfall, where applicable or instructed by the Engineer, and that the roads are safe for night traffic.

Add the following subclauses:

(j) Extension of time for completion

Accommodation of public traffic on the works or any delays caused thereby, as well as any suspensions due to failure by the Contractor to comply with the provisions for the accommodation of traffic, will not be regarded as special circumstances for the extension of time.

B1517 MEASUREMENT AND PAYMENT

Delete the contents of this clause and replace with the following:

“Accommodation of traffic will not be paid for separately and any costs associated with it, unless expressly stated and allowed for, must be included in the rates of the various items where accommodation of traffic is required.”

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SECTION 1600 : OVERHAUL

B1602 DEFINITIONS

(d) Free-haul distance

Delete “and cut to spoil” in the last sentence.

SECTION 1700 : CLEARING AND GRUBBING


Item Unit

B17.01 Clearing and grubbing hectare (ha)

Add the following:

“Clearing and grubbing for the construction of camp sites shall not be measured separately. Payment shall be regarded as included in the rates tendered for the applicable items for the abovementioned work”.

B17.05 Cleaning out of hydraulic structures Delete the last sentence of the last paragraph.

SECTION 1900 : DAYWORKS

B1901 SCOPE

This section covers the listing of day work items in accordance with the General Conditions of Contract (Clause 40) for determining payment for work which cannot be quantified in specific units in the schedule of quantities, or work ordered by the Engineer during the construction period which was not foreseen at tender stage and for which no applicable rate exists in the schedule of quantities.

B1902 ORDERING OF DAYWORK

No day works shall be undertaken unless written authorisation has been obtained from the Engineer.

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Item Unit

B19.01 Personnel

(a) Unskilled labour hour (hr) (b) Semi-skilled labour hour (hr) (c) Skilled labour hour (hr) (d) Ganger hour (hr) (e) Flagmen hour (hr) Item Unit B19.02 Plant

(a) Tipper Trucks - More than 5 ton hour (h) (b) Loader (0,5m3) bucket hour (h) (c) TLB ( digger loader ) hour (h) (d) Excavator. (20-30 ton) hour (h) (e) Grader (AT 140 G or similar) hour (h) (f) Compactor (Bomag 90) hour (h) (g) Water truck (5000 litre) hour (h) (h) Compressor (air) including hoses and tools (specify) hour (h) (i) Mobile concrete mixers (specify size) hour (h) Item Unit

B19.03 Materials

(a) Procurement of materials provisional sum (b) Contractor’s handling costs, profit and all other charges in respect of

Item B19.03 (a) percentage (%)

The unit of measurement for items B19.01 and B19.02 shall be the hour for the item of plant or personnel. Non-working hours for transport breakdown, lack of operator or any other reason shall not be measured. The time shall be taken from the time that the personnel and/or plant depart until return.

Measurement shall only be for work instructed and directed by the Engineer, where the Engineer considers no other appropriate rate is available in the schedule of quantities. Prior to the commencement of any work by the labourers described under item B19.01, the Contractor must obtain written consent from the Engineer regarding the classification of all labourers in terms of “unskilled”, “semi-skilled” and “skilled” labourers. The tendered rates for labour for item B19.01 shall include full compensation to cover overhead charges and profit, leave pay, bonuses, subsistence, allowances, employer’s contributions, additional payment for overtime, where applicable, insurances, housing, site supervision, use of small hand tools and appliances, non-mechanical plant and equipment and consumable stores, for all administrative, supervisory, operative and contingent costs, relating to the supply of personnel.

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The tendered rates for plant for item B19.02 shall be an all-inclusive hire charge for the use of the vehicle and driver or plant/equipment and operator and shall apply only to vehicles plant and equipment nominated in writing by the Engineer, for all administrative, supervisory operative and contingent cost, and profit, relating to the running of the plant. The unit of measurement for item B19.03(a) shall be the amount actually paid for the procurement of materials to be purchased and shall be made in accordance with the provision of the general conditions of Contract. Only the actual quantities of materials used, as verified by the Engineer, shall be paid for. The percentage tendered for item B19.03(b) shall be percentage of the amounts actually paid for the procurement of materials as ordered under item B19.03(a) and shall be in full and final compensation in respect of the Contractor's handling costs, profit and all other charges in connection with the procurement and supply of the materials to the point of usage. The abovementioned tendered rates shall be full compensation for the various items as specified and no further profit shall be paid.”

SECTION 2100 : DRAINS


Item Unit

B21.01 Excavation for open drains cubic metre (m3)

Add the following to the penultimate paragraph:

“The tendered rate shall also include full compensation for trimming the open drains. Only those drains designated by the Engineer for excavation will be measured. Where road bed preparation is specified (section 3400), payment for the formation of side and mitre drains up to the road reserve will be included in the blading or road bed preparation rate. However, where new drains are to be constructed to extend beyond the road reserve limits, payment will be made under this item for the length of drain outside the road reserve.”

Item Unit

B21.02 Clearing and shaping existing open drains cubic metre (m3)

Add the following to the penultimate paragraph:

“The tendered rate shall also include full compensation for trimming the open drains. Only those drains designated by the Engineer for clearing and shaping will be measured.

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SECTION 2200 : PREFABRICATED CULVERTS

B2201 SCOPE

Amend the first paragraph to read:

“This section covers all the activities in connection with the construction of prefabricated units of culverts, together with inlet and outlet structures, manholes and other appurtenant structures.”

B2203 MATERIALS

(b) Portal and rectangular prefabricated concrete culvert units

Add the following:

“Should a pipe unit be specified as half of the standard length, the actual length of the unit will be measured for payment as it is accepted that only certain lengths are available from the manufacturers. The tendered rate for concrete pipe culverts shall also include any additional costs with respect to units that are half the standard length. The standard length of a concrete pipe will be taken as 2,44m or 2,5m depending on supplier. All pipe joints are to be wrapped with U24 Bidem or similar approved material. The cost of the wrapping of the joints will be deemed to be inclusive in the installation rate of the pipe.”

(d) Fine granular material

Add the following:

“Selected material, approved by the Engineer, may be used for the bedding.”

B2212 INLET AND OUTLET STRUCTURES, CATCHPITS AND MANHOLES

(a) Excavation and backfilling

Amend the first paragraph to read as follows :

“The width of excavation shall be the net external dimensions of structure plus 0,5 meter working space along or around the structure. The specifications given elsewhere in this section for backfilling the culverts shall apply mutatis mutandis to inlet and outlet structures, catch pits and manholes. If wet soil Crete is used with vibrators the extra working space can be reduced to 150 mm.”

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B2212 INLET AND OUTLET STRUCTURES, CATCHPITS AND MANHOLES

Add the following subclause:

“(j) Stone masonry inlet and outlet structures

Where specified by the Engineer, the Contractor shall construct stone masonry headwalls and wing walls at culvert inlets and outlets. Stone masonry work shall be carried out in accordance with the provisions of Series 5000 of these Specifications.

Stone masonry will only be specified, where appropriate, for structures up to 600mm in height or diameter. Reinforced concrete will be specified for larger structures.”

Add the following clause:

B2219 CONSTRUCTION TOLERANCES

The installation of prefabricated pipes, portal and rectangular culverts and ducts shall comply with the requirements stated below: (a) Level

The permissible deviation from the specified level shall be 20 mm. (a) Alignment and grade

The permissible deviation of the alignment and grade of each culvert and pipeline shall be 20 mm from the specified line and level, or from the line between culvert or pipe inverts at successive manholes or catch pits, as applicable, when measured over any 7m length, and all such deviations shall be gradual. Reverse falls are unacceptable.”

SECTION 3400 : PAVEMENT LAYERS OF GRAVEL MATERIAL


Item 34.01: Change the second paragraph of the payment description (COLTO page 3400-7) to:

The tendered rates shall include full compensation for procuring from the contractor’s own sources with unlimited overhaul, breaking down, placing and compacting the material, and the protection and maintenance of the layer and the conducting of control tests, all as specified.

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SECTION 5100 PITCHING, STONEWORK AND PROTECTION AGAINST EROSION

B5101 SCOPE

Amend the first the first paragraph to read:

“This section covers the furnishing of materials and the construction of a protective covering in stone pitching, cast in situ concrete pitching, bricks or prefabricated concrete blocks on exposed surfaces such as earth slopes, drains and stream beds, as well as heavier protective layers in the form of riprap and the construction of stone masonry for walls, as well as shown on the drawings or as ordered by the Engineer.

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PART C:PARTICULAR SPECIFICATIONS Add the following new section (12000):

SECTION 12000 ENVIRONMENTAL MANAGEMENT PLAN IMPLEMENTATION

CONTENTS

B12001 SCOPE B12002 INTERPRETATIONS B12003 OBJECTIVES OF THE ENVIRONMENTAL MANAGEMENT PLAN B12004 RESPONSIBILITIES OF THE CONTRACTOR B12005 RESPONSIBILITIES OF THE ENVIRONMENTAL CONTROLLER B12006 METHOD STATEMENTS B12007 EXTERNAL AUDITING AND EVALUATION B12008 ENVIRONMENTAL MANAGEMENT DURING DECOMMISSIONING B12009 MEASUREMENT AND PAYMENT B12010 MITIGATORY MEASURES REQUIRED BY THE DEPARTMENT OF ECONOMIC AFFAIRS,

ENVIRONMENT AND TOURISM

B12001 SCOPE

This specification covers the requirements for the effective implementation of an Environmental Management Plan. The purpose of the Environmental Management Plan is to translate environmental policy into practise by putting in place workable systems, structures and tools to achieve integrated and consistent environmental management of all environmental initiatives.

B12002 INTERPRETATIONS

B12002.1 Supporting Documents

Where this specification is required for a project, the following documents shall inter-alia be read in conjunction with this specification:

(a) Statutory requirements of the Environment Conservation Act (Act No 73 of 1989) - ECA (b) Statutory requirements of the National Environmental Management Act (Act No 107 of 1998)

– NEMA (c) Statutory requirements of the Mineral and Petroleum Resources Development Act (MPRDA),

Act 28 of 2002. Note 1 : In the Eastern Cape Province, the ECA and NEMA fall under the authority of the Department

of Economic Affairs, Environment and Tourism (DEAT), whilst the MPRDA falls under the authority of the Department of Minerals and Energy (DME).

Note 2 : Environmental Management Plans (EMP’s) relating to road maintenance programmes need

to be authorised by the DME in accordance with the requirements of the MPRDA.

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B12002.2 Applications

The provision of this specification shall apply in respect of all Contractors, Subcontractors or any of their site personnel, workforce or suppliers, who are engaged in the execution of the works.

B12003 OBJECTIVES OF THE ENVIRONMENTAL MANAGEMENT PLAN

The Environmental Management Plan, which is in accordance with Environmental Policy of the Province of the Eastern Cape, Department of Roads & Transport is intended primarily as a management tool for the Department, the Consulting Engineers, the Contractor and his Subcontractors.

The Environmental Management plan outlines structures and procedures to be implemented by the Contractor and his Subcontractors to minimise and manage potential negative environmental impacts which the Contractor's construction activities might have on the receiving environment.

B12004 RESPONSIBILITIES OF THE CONTRACTOR

The Engineer shall on commencement of the Project appoint an Environmental Control Officer (ECO) who, in addition to his normal duties, shall have direct responsibility for the implementation and monitoring of the Environmental Management Plan.

The ECO shall liaise with the Engineer and the Contractor, in order to ensure effective implementation of the Environmental Management Plan. The co-operation of the Contractor will be crucial and the ECO shall delegate responsibility for the Environmental Management Plan, through the Engineer to the Contractor.

The Contractor shall be required to submit a detailed Method Statement, outlining how is construction activities will comply with the prescribed procedures of the Environmental Management Plan, to the Environmental Controller for approval.

Specific responsibilities of the Contractor include:

(i) Identifying procedures applicable to the activities he controls. (ii) Compiling Method Statements to meet the procedures and targets. (iii) Submitting Method Statements to the Environmental Controller for approval. (iv) Devising a system for monitoring compliance with Method Statements and procedures. (v) Identifying environmental training needs and implementing the environmental awareness

training program commissioned by the Environmental Controller. (vi) Implementing corrective and preventative actions recommended by the Environmental

Controller. (vii) Review of Environmental Management Plan implementation and effectiveness at weekly site

meetings (with the Environmental Controller). (viii) Ensuring weekly audits of the Environmental Management Plan.

Should the Engineer be of the opinion that the Environmental Management Plan and the conditions of the Method Statement are not being adhered to and the appropriate corrective action is not being implemented, the Engineer, advised by the Environmental Controller, shall be at liberty to instruct to the Contractor to cease the related operations until the Contractor complies with the relevant requirements. The Contractor shall not be entitled to any extension of time for such stoppages

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B12005 RESPONSIBILITIES OF THE ENVIRONMENTAL CONTROLLER

The Environmental Controller will be responsible for the practical implementation and monitoring of the Environmental Management Plan and he shall report directly to the Engineer in this regard. The Environmental Controller shall on a daily basis inspect and monitor operations on and off site and shall take the necessary action where required to ensure compliance with the requirements of the Environmental Management Plan. The Environmental Controller shall attend all regular site Works meetings for reporting, discussing and reviewing the performance of the Environmental Management Plan (which shall be a standard item on the agenda) and, in addition, shall meet with the Contractor on a weekly basis for the same purpose.

B12006 METHOD STATEMENTS

The Contractor shall be required to submit Method Statements to the Environmental Controller outlining proposed construction activities, phasing and procedures and methods to comply with the targets stipulated in the Environmental Management Plan. Method Statements shall, where applicable, include Site Establishment Drawings with sufficient detail to assess the potential impact of the site facilities or to assess the degree of safeguarding provided against pollution.

Method Statements shall indicate how the procedures will be applied in order to meet the relevant targets and are central to the proper implementation of the environmental Management Plan. It is anticipated that in addition to assessing the systems and performance of the Environmental Management Plan, the external audit will scrutinise the formulation of, and adherence to “Method Statements” in some detail.

Method Statements must be submitted at least 10 days prior to the proposed commencement of related activities and must be approved by the Environmental Controller, in consultation with the Engineer. The Environmental Controller shall keep copies of these Method Statements and letters of approval (including conditions attached) in a Method Statement file.

Any deviations from the approved Method Statements must be submitted to the Environmental Controller for approval and any amendments submitted to the Engineer.

B12007 EXTERNAL AUDITING AND EVALUATION

In order to ensure that the Environmental Management Plan is effectively implemented, it is important that regular external audits of the Environmental Management Plan are conducted. The Engineer shall arrange that these external audits do take place and that a system for addressing any problems identified during these audits, is formulated. The relevant documentation shall be kept and shall be available to the public.

B12008 ENVIRONMENTAL MANAGEMENT DURING DECOMMISSIONING

Environmental Management associated with the decommissioning of this project will ensure that the following items are addressed at closure and during the defects liability period:

(a) All cleared sites are rehabilitated with indigenous grass material (b) All visible alien plants are removed from disturbed sites. (c) All recyclable rubble and waste, for example, scrap metal, bottles, cans and plastics are

collected and disposed of through a registered recycling company. (d) All non-recyclable rubble and solid waste be collected and disposed of at a registered waste

disposal facility. (e) Rehabilitate all borrow pits on completion.


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The Contractor shall not be separately reimbursed or compensated in respect of his compliance with the provisions of this Section B12000 of the Project Specifications. All costs so incurred shall, save and except to the extent provided for in the Schedule of Quantities under SECTION B1300: CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS, be deemed to be included in the rates tendered for the various items of work listed in the Schedule of Quantities. The financial guarantee for the rehabilitation of land disturbed by quarrying as per the approved EMP will be returned upon the granting of a Closure Certificate by the DME. This Closure Certificate will comply with the terms of the MPRDA.

B12010 MITIGATORY MEASURES REQUIRED BY THE DEPARTMENT OF MINERALS AND ENERGY

Mitigatory Measures

The mitigatory measures in the EMP are to manage potential environmental impacts arising due to the construction activities as well as the activities of the construction staff.

1. Responsibilities

(a) The Contractor (through the Site Engineer) will:

(i) be held responsible for the implementation of these mitigatory measures, (ii) identify the need and be responsible for the implementation of an environmental

awareness training programme for the construction staff, (iii) supply on request a "Method Statement," which will indicate the procedures to be

applied in order to meet the requirements of any aspect of these mitigatory measures,

(iv) ensure that any problems identified during environmental audits or inspections, are addressed and rectified as soon as reasonably possible.

2. Mitigatory Actions

2.1 Should it be necessary to store materials and equipment on site for short periods, only

previously disturbed areas above the 20-year flood level should be used for this purpose.

2.2 Any construction camp set up should be clearly demarcated and secured against theft

or vandalism and any toxic materials (cement, oil, petrol, diesel, etc) should be very strictly controlled and secured. Such a construction camp should be above the 50-year flood level and should be completely rehabilitated on completion of construction activities.

2.3 All damaged areas in the riparian zones resulting from construction operations, should

be rehabilitated to prevent erosion and undermining of the riverbank. 2.4 All "surplus" soil and rock excavated during construction should be removed from the

water course. 2.5 No concrete shall be mixed on the soil surface, all concrete mixers to be placed on trays,

and precautions to be taken against contamination of the soil through spillage of pre-mixed concrete.

2.6 Precautions are to be taken against oil spillage from heavy equipment such as

compressors and generators, eg through the use of sand or sawdust filled drip trays. All contaminated material (including soil) to be disposed of at a registered waste site.

2.7 Adequate toilet facilities (eg chemical toilet) shall be provided for workers on site, and

all ablutions are to take place in these facilities.

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2.8 Scavenger-proof litter containers shall be provided on site and strict control over littering enforced.

2.9 All waste material, including excess construction material, litter and sewerage, shall be

regularly removed from site and disposed of at a registered waste facility. 2.10 Strict precautions shall be taken when making open fires. 2.11 No wild animals (fish, birds, snakes, lizards, etc) shall be disturbed unnecessarily in any

way. 3.) These mitigating measures are to be read in conjunction with the mitigating measures

and recommendations contained in the approved EMP, including any additional recommendations contained in the Record of Decision (ROD) from the DME.

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MONTHLY REPORT FORMS TO BE COMPLETED BY THE CONTRACTOR

Form Description MATERIALS ON SITE OVERALL PROJECT WORKER SCHEDULE WEEKLY TASK WAGE REGISTER LOCAL LABOUR AND MATERIAL SCHEDULE NOTE: THESE FORMS ARE FOR INFORMATION ONLY DURING TENDER STAGE AND WILL ONLY NEED TO BE COMPLETED ON A MONTHLY BASIS BY THE APPOINTED CONTRACTOR ONCE THE CONTRACT IS AWARDED. THE COMPLETION OF THESE FORMS BY THE APPOINTED CONTRACTOR IS MANDATORY AND PAYMENT CERTIFICATES WILL NOT BE PROCESSED IF THEY ARE NOT ACCOMPANIED BY THE PROPERLY COMPLETED FORMS

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MATERIALS ON SITE – TRANSFER OF RIGHTS

ELM/2/6/2019T PROFESSIONAL AND CONSTRUCTION SERVICE FOR THE CONSTRUCTION OF CACADU PARK PHASE 2 IN WARD 4 THROUGH TURNKEY CONTRACTOR: …………………………………………………………………………………………………………….. CLAIM FOR PAYMENT NO: …………………………………… DATE: ……………………….. I, the undersigned, ……………………………………………………………………………………… in my capacity as ……………………………………………………………………………………………………. of ……………………………………………………………………………………………………. (hereinafter referred to as “the TRANSFEROR”) (I having been duly authorised hereto by virtue of Resolution of the Board of Directors of the Transferor passed on the . . . . . . . . . . . . . . . . .day of . . . . . . . . . 20. . . . . . . . . .) hereby warrant that the materials and goods listed are the Transferor’s bona-fide property, ownership of which vests in the Transferor, and I hereby transfer, cede and assign all the Transferor’s rights, title and interest in and to the said materials and goods unto and in favour of ……………………………………………………………………………………………………………………….. (hereinafter referred to as “the TRANSFEREE”). Insofar as the Transferor retains actual control of the materials and goods, the right of ownership thereof passes to the Transferee by constitutum possessorium. This transfer shall become effective upon conclusion of the Transferor receiving payment from the Transferee or from any other person on behalf of the Transferee for the materials and goods as Materials on Site (payment of retention money thereon excluded). I further confirm that I am fully responsible for all materials and goods listed under this transfer of rights and that they have been insured adequately against all risks and will remain insured until they are built into or used in the permanent works and taken over by the Employer. TOTAL VALUE OF CLAIM FOR MATERIALS ON SITE IN ACCORDANCE WITH THE ATTACHED LIST : ……………………………………………………………………………………………………………………………… ……………………………………………………………………………………………………………………………… ……………………………………………………………………………( R ……………………………………………) SIGNED: ………………………………………………………………………………………………………….. DATE: …………………………………………………………………………………………………………..

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PART : 1

CONTRACTOR MONTHLY REPORT

Project No: …………………. Project Name: ………………………….

Contract No: ………………..

Contractor Name: ………………………………………………………………………

Claim No: …………………….. For Period Ending: ………………………………

Date of Report: ……………………………….

The Contractors Monthly Report comprises an integral part of the Contractors Payment Claim and processing of the payment claim is not permitted without this report also being submitted i.e.

“NO REPORT – NO PAYMENT”.

Attachments:

Part 2 Overall Project Worker Schedule: Schedule of all local labourers employed since the start of the project

Part 3 Weekly Task Wage Register

Part 4 Local Labour Schedule

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19. OVERALL PROJECT WORKER SCHEDULE (local labourers only) Contract No: …………… PART 2 Project No. ……………………………….. Project Name: ……………………………………………………………………. Month of Report: ………………………………………………. Sheet: ………….. of …………. Names of all Local Workers employed at any time on the project are to be entered in the table below irrespective of how long they worked on the project.

No. Name of Local Labourer

Identity Number Month Worker Started

Age Tick if Yes

Place a tick in the box which corresponds to the Gender

and

Age of the Worker

Fem

ale

H

ead

of

Househ

old

with

Depe

nda

nts

Dis

ab

led

Labo

ure

r

Sem

i-S

kill

ed

Skill

ed

Sup

erv

isor

Cle

rica

l

Mana

geri

al

Pro

fessio

na

l

Women

Men

Over 25 yrs 2A

25 yrs &

under 2B

Over 25 yrs 2C

25 yrs &

under 2D

Totals for this sheet

Totals from previous sheet

Totals carried forward

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J)

(K)

(L)

(M)

(N) = (J+K+L)

20.

Completed by: Name: …………………………… Signature:…………………………… Capacity …………………… Date:…..………..



21. WEEKLY TASK WAGE REGISTER (local labourers only) Contract No: ………………… PART 3

Project No. …………………….. Project Name: ……………………………. Week Ending: ……………………. Sheet:….. of ….

Entries in this portion to be completed by Foreman Entries in this portion to be Completed by Contractor

No. Name of local worker

Day Tasks Worked Payment

Mon Tue Wed Thu Fri Sat Sun

Total DAY TASKS

worked this week

Rate per DAY TASK

Total Payment due

to Worker

Workers signature on receipt of

Payment

Date Payment Received by

Worker

Totals This Sheet

Totals Brought Forward From previous Sheet

Totals Carried Forward

(A) (B)

Completed by: Name: ……………………. Signature: ………………… Capacity: ……………… Date: …………………….



LOCAL LABOUR AND MATERIAL SCHEDULE PART 4

Contract No: ……………….. Date of Report: ……………………………….

Project No: …………………. Project Name: …………………………………

Claim No: …………………….. For Period Ending: …………………………….

Contractor Name: ……………………………...………………………………………………

1. Summary of Day Tasks worked and Amount Spent on Local Labour this month

Week No.

Week Ending Total Day Tasks /

Person Days Worked

Total Amount Paid

(Total of (A) from Form 4

for each week)

(Total of (B) from Form 4 for each

week)

1 R

2 R

3 R

4 R

5 R

6 R

Total R

2. Summary of Amount Spent on Local Labour to date

1. Previous Amount Spent on Local Labour (From previous claim) R

2. Amount Spent on Local Labour this month (From Total above) R

3. Total Amount Spent on Local Labour to date (3)=(1+2) R

3. Local Labour Schedule

Summary of Local Labour Employed No. of local workers who

worked on the project to date (From Part 2)

% of Total

Columns refer to Columns in Part 2

1. Total No. of individual local workers who have worked on the Project (Column N) 100%

10. How many of the Total No. are local youth (25 yrs and under) (Column B & D)

11. How many of the Total No. are local women (Column A + B)

4. Summary of Amount Spent on Material to Date (Cumulative)

Item This Month Total to date

1. Material from Local Municipality

2. Material from Local District Municipality

3. Material from Outside the Eastern Cape

4. Material from other areas within the Eastern Cape

Total Material

Total material as percentage of contractor expenditure

Total as percentage of contractor budget



5. Training of Local Workers

Category of training Name of course No. trained Days trained Comments on

progress

(a) Technical training

for implementation

Bricklaying

Carpentry

Plumbing

Fencing

Plastering

Painting

House Building

Handyman

Electrical

(b) Institutional

training for local

management beyond

construction

(c ) Technical training

for OMM

(d) Institutional

training for

implementation

(e) HIV/ Aids etc.

Other – Please

specify

Total

Completed by: ………………………. …..……………………… …..………………. ……………………….

Name Signature Capacity Date




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PROFESSIONAL AND CONSTRUCTION SERVICE FOR THE CONSTRUCTION OF CACADU PARK PHASE 2 IN WARD 4 THROUGH TURNKEY

C.4: SITE INFORMATION

Site information will be finalised at the time of the site meeting and forwarded to all parties involved.

C4.1 Tender Drawings



C.4.1: LOCALITY PLAN



C4.2: TENDER DRAWINGS

Tender drawings are issued separately in a Book of Reduced Drawings.




ELM/2/6/2019T

PROFESSIONAL AND CONSTRUCTION SERVICE FOR THE CONSTRUCTION OF CACADU PARK PHASE 2 IN WARD 4

C5: APPENDICES

The following documents are attached hereto and form part of the Contract.

Appendix A Annex F (Normative) Standard Conditions of Tender

Appendix B Emalahleni Municipality Supply Chain Management Policy

Appendix C Emalahleni Municipality Health and Safety Specification



APPENDIX A: ANNEX F (NORMATIVE)

STANDARD CONDITIONS OF TENDER



APPENDIX B: EMALAHLENI MUNICIPALITY

SUPPLY CHAIN MANAGEMENT POLICY



APPENDIX C: EMALAHLENI MUNICIPALITY

HEALTH AND SAFETY SPECIFICATION