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Specification for the Provision of Detailed Design for the Upgrade of the Dry Dock Pump House, Civil works - Trenching and Resurfacing & Ancillary Plinths

Specification for the Provision of Detailed Design for the ... A... · ... Ship Repair Facility has been identified ... The purpose of the specification is to outline the list of

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Specification for the Provision of Detailed Design for the Upgrade of the Dry Dock

Pump House, Civil works - Trenching and Resurfacing & Ancillary Plinths

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

1

Contents

1. PURPOSE ........................................................................................................................................ 2

2. BACKGROUND ............................................................................................................................... 2

3. SCOPE OF WORK .......................................................................................................................... 3

3.1 Design Scope ...................................................................................................................... 4-8

3.2 Methodology .......................................................................................................................... 6

3.3 Deliverables ........................................................................................................................ 8-9

4. Engineering & Professional Service Provider Design .......................................................... 9-15

5. DEFINITION ................................................................................................................................. 15

6. COMPLETION DATE .................................................................................................................... 13

7. SUPERVISION .............................................................................................................................. 15

8. GENERAL ................................................................................................................................. 15-16

9. BILL OF QUANTITIES ................................................................................................................. 15

10. EVALUATION CRITERIA ............................................................................................................. 16

Sub-criteria .......................................................................................................................... 19-20

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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1. PURPOSE

Transnet National Ports Authority (TNPA) Ship Repair Facility has been identified by the Government under

the Operational Phakisa programme to undertake upgrade of the existing Ship Repair infrastructure. The

pump house, structural and civil works upgrade forms part of this Government initiative.

The purpose of the specification is to outline the list of activities to be completed by the Professional Service

Provider (PSP) when undertaking the detailed engineering design for the Dry Dock pumping system and its

associated structural, mechanical, electrical, civil components and SCADA system. The appointed PSP shall

incorporate the condition assessment and complete the design development of the Engineering report

inclusive of the budget estimate for executing the project.

2. BACKGROUND

The dry dock pumping system project forms part of the Phakisa initiative 05 for the Port of Durban. The dry

dock pumping system is located in the Graving Dock Area, Port of Durban. The graving dock was constructed

between 1922 & 1923 and commissioned in 1923. The equipment installed at this dock has been in service

for over 90 years. This operational equipment consists of 3 main pumps / motors, valves, piping, auxiliary

pumps, sluice pumps and associated electrical supplies. The operational system / equipment is mainly used

to drain the water from the dock and pumping water into the sea for the purpose of ship repair and

maintenance in the dock. The equipment and infrastructure within the precinct is in poor condition and has

exceeded the design life span. Repairs have become increasingly expensive due to the age of the installation,

spares availability, and the shortage of vendors skilled in the repair of such old equipment. The existing dry

dock operational system as listed in clause 3.3 is in need of renewal due to extended operational service.

The desired requirement is that the process of emptying the dry dock be reduced to an average of 3 hours

with two on duty pumps and one standby per shift. The appointed PSP will be required to undertake a

holistic design development of such system as per the approved standards.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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3. SCOPE OF WORK

3.1 Pumping System condition assessment & technical assessment

Conduct condition assessment & technical assessment of the dry dock pumping system to gain an

understanding of the pumping mechanism in order to identify the shortcomings and the necessary

improvements required to achieve the design objective. Track information from Dry Dock personnel

to get clear information of operations, historical maintenance and breakdowns.

3.2 Design Premise

Design premise to be developed in line with the condition assessment outcomes for approval by

TNPA prior to proceeding with the detailed design. Some key indicators are principles of sustainable

design development, low carbon foot print, lower maintenance, optimum functionality, robustness,

desired lifespan not less than 50 years, corrosion protection; discharge rate; energy efficiency etc.

Cogeneration during dock filling procedure to be investigated and incorporated into design of the

new pumping system.

3.3 Existing Pumping System

The existing pumping system consists of the following:

o 3 x main pumps and 3 x 6.6kV 750Bhp motors

o 1 x 12’’ 400V Auxiliary pumps and associated electrical supply

o 2 x 400V Sludge pumps and associated electrical supply

o 2 x Ballast pumps and associated electrical supply

o 2 circulating and 1 submersible pumps and associated electrical supply

o 3 x 20 inch non-return valves mounted adjacent to main discharge line

o 3 x hydraulic discharge isolation valves and associated electrical supply and

hydraulic pack

o 2 x Protection valves and associated electrical supply

o 2 x Emergency filler valves and associated electrical supply

o 4 x Filler valves and associated electrical supply and hydraulic pack / seal on gate

and tunnel walls “valve face”

o 4 x Suction valves and associated electrical supply and hydraulic pack

o Associated piping for main, auxiliary, sludge, ballast, hydraulic discharge isolation

pumps and culvert & tunneling

o Ventilation / ducting system above main pumps (extraction & pressurizing)

o Lighting and emergency lighting inside the pump house. Emergency lighting in the

staircases and exit areas

o 2 x 400V Low voltage distribution boards

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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o 2 x welding supplies

o Internal building alterations including doors

3.4 Design Scope

1. Detailed Designs but not limited to the following:

• Mechanical Installation comprising of the following:

o Mechanical calculations i.e. flow rates/hydraulic calculations etc.

o Mechanical Work Plan

o Mechanical Design Criteria

o Mechanical Deliverables List

o Mechanical Drawings for new installation

o Equipment Specifications (Critical / Long Lead Equipment)

o Equipment Specifications (Non Critical Equipment)

o Engineering Design Reports (Project Specific as required)

• Electrical Installation comprising of the following:

o Electrical Calculations

o Electrical Work Plan

o Electrical Design Criteria

o Equipment Specifications (Critical / Long Lead Equipment)

o Equipment Specifications (Non Critical Equipment)

o Single Line Diagrams

o Engineering Design Reports (Project Specific as required)

o Automation of the entire system on SCADA(TNPA’s current software and licence is

“Ackestra” wonderware R12)

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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Design of network reticulation for the entire SCADA system. The design to show the Dock

Yard operation system.

Front end situated in:

Dock Master Office

Pump house

Electrical Control Office

The TNPA control and SCADA design philosophy and standard documents to be used.

Structural / Civil and Building works to accommodate the new pumps to be

installed as well as refurbish the inside of the pump room. The scope is comprising of the

following:

o Detailed designs for Civil / Structural and building works to suites new pumps

installations

o Repair methodology to fix damaged / cracked areas inside pump house which

includes the pumps concrete plinths etc.

o Repair methodology to fix penstock valves, seals and shut off drop gates

o Engineering specifications and work plan detailing the Structural / Civil and building

works

o Relevant Civil Drawings and details for construction purposes

o Engineering Reports of the Structural / Civil and building works (Project Specific as

required)

2. Complete bill of quantities for FEL 04 execution stage of the Project

3. Project Quality Plan (PQP) for:

Mechanical Installation

Electrical Installation

SCADA Automation Control and Monitoring

Structural / Civil and Building works

4. Operating maintenance costs of the newly upgraded pumping system.

5. Feasibility Report including drawings; design basis report.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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The Professional Service Provider shall take note of the limitations indicated below:

Electrical supply – the proposed system is limited to 95mm² high voltage electrical power

supply cables and is expected not to exceed this capacity.

Existing structural & building infrastructure footprint and battery limits – the main pumping

system is expected to fit into the existing infrastructure.

3.5 Methodology

The methodology presented below, but not limited to the following shall be used by the appointed

Professional Service Provider in developing a detailed design of the pumping system:

1) Gather information from TNPA Engineers, Technicians and Electricians

2) Analysis gathered information obtained

3) Conducting a detailed technical assessment of the pumping system

4) Developing a complete set of the engineering designs report including cost estimates, drawings and

specifications for execution as well as the operating costs.

3.6 Deliverables

The appointed Professional Service Provider will be required to conduct a detailed technical assessment of

the pumping system and associated mechanical; electrical; civil and structural components in the Dry Dock.

The PSP will be required to produce a full Engineering report inclusive of the budget estimate for executing

the project.

The appointed Professional Service Provider shall submit a full detailed engineering report, considering but

not limited to the following items:

1. Technical assessment of the pumping system

2. Detail designs and calculations

Mechanical Installations

Electrical Installations

Structural / Civil and building works

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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Automation of the entire SCADA System

3. Project specifications

4. Bills of quantities for FEL 04 execution

5. Tender drawings

6. Project quality plan (PQP) for:

Mechanical Installations

Electrical Installations

Automation and SCADA system

Structural / Civil and building works

7. Operating Costs of the pumping system and associated components

8. Feasibility Report including drawings; design basis report

4. Engineering and Professional Service Provider design

4.1 Employer’s design

The design of the works is done by the Professional Service Provider

The Employer supplies the following:

Scope of work

Pre-feasibility Reports (K&T – Mechanical, Nkanyezi Consulting- Electrical and Sebata – Validation)

Existing Drawings

Site Information

4.2 Review of previous Pre-feasibility study, recommendations and findings.

A summary of the previous Pre-feasibility Report study is attached. The full study report together with

the supporting documentation shall be made available to the Professional Services Provider on

appointment. The Professional Services Provider shall review the study and ensure that the previous

body of work is critically analysed and shall present to the Employer a Gap Analysis and critical review

of the works with mitigation measures.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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4.3 Review of assumptions and constraints and further investigations

The Professional Services Provider shall clearly document and present to the Employer all assumptions,

constraints and limitations of his design and proposed layouts. Recommendations shall be made for any

further investigations and studies beyond the scope of the Professional Services Provider appointment.

4.4 Consultant’s work

The Professional Services Provider shall produce a Feasibility Study Report which shall be used to

inform and guide the design basis and layout options.

i. The Professional Services Provider shall prepare a basis for the client’s approval which includes,

but is not limited to:

1. Detailed sections of the existing Pumping System

2. Detailed design of the proposed pumping System

3. Flow rates/ Hydraulic calculations

4. Mechanical & Electrical calculations

5. Propose the most appropriate method of demolition of existing installation and

constitution of new installation, construction and commissioning.

4.5 Hazard Study and Risk Assessment of FEL3 study

The Transnet Enterprise Risk management methodology will be utilized on managing the project. The

methodology applies as follows:

The identification of project risks, cause and impacts

Evaluation of the risks by looking into the consequence and likelihood of it occurring, and

Taking into consideration the current controls and their effectiveness, further treatment action

plans will be develop.

4.6 List of drawings

Drawings and Reports issued by the Employer

The employer will make available the drawings of the existing structures in possession of TNPA. These

will be made available to the Service Provider in hard copy only.

List of Drawings:

4J0200-001-00

4J0200-002-00

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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4J0200-003-00

4J0200-004-00

4J0200-005-00

4J0201-000-00

4J0202-000-00

4.7 Management and Start up

It is the Employer’s specific intention that the Parties and their agents use the techniques of partnering

to manage the contract by holding meetings designed to pro-actively and jointly manage the

administration of the contract with the objective of minimising the adverse effects of risks and surprises

for both Parties.

Types of Management meetings

Regular meetings of a general nature may be convened and chaired by the Project Manager or his

delegated representative as follows:

Title and purpose Approximate time &

interval

Location Attendance by:

Risk register and

compensation events

Monthly on day and time

to be agreed

Employers Office Project Manager (and

appropriate

delegates), and

Professional Team

(appropriate key

persons)

Overall contract

progress and feedback

Monthly. Day and time to

be agreed.

Employers Office Employer, Professional

Team , and Consultant

(appropriate key

persons)

SHE meetings (when

required)

Monthly. Day and time to

be agreed.

Employers Office CSHEO, CM, Project

Manager, SHEC.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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Meetings of a specialist nature may be convened as specified elsewhere in this Works Information or if not

so specified by persons and at times and locations to suit the Parties, the nature and the progress of the

works. Records of these meetings shall be submitted to the Project Manager by the person convening the

meeting within five days of the meeting.

All meetings shall be recorded using minutes and a register prepared and circulated by the person who

convened the meeting. Such minutes and register shall not be used for the purpose of confirming actions

or instructions under the contract as these shall be done separately by the person identified in the conditions

of contract to carry out such actions or instructions.

The Professional Services Provider attends management meetings at the Project Manager’s request as set

out in above. At these meetings the Professional Services Provider presents all relevant data including safety,

health and environmental issues, progress reports, quality plans, Subcontractor management reports, as

may be required.

4.8 Documentation control

Project Management Office filing system will be utilized, any document will be delivered via document control

with a proof of transmittal.

Copies of all correspondence, specifications and drawings, contracts and agreements, data sheets, minutes

of meetings, PM instructions, invoices and payment certificates, access certificates, quality and any

variations, (compensation events or project change notices) will be filed and archived in the project folder

by Doc Controller.

A document register will also be developed to capture incoming and outgoing documents.

All documents issued to 3rd Party contractors and to the Employer must be submitted through the Employer’s

Document Control Department

4.9 Health & Safety Requirements

The Consultant shall comply with all applicable health, safety laws and regulations pertaining to safety,

health, environment protection, fire protection and security, which are applicable to the location where the

activity is being carried out. The Consultant shall also comply at all times with the requirements as set forth

by TNPA Policies, Rules and Regulations, written instructions and all requirements stipulated in the contract.

The Consultant must demonstrate adequate levels of insurance for worker’s compensation and general

liability, recovery measures related to or arising out of the performance of the contract in order to protect

the work, the personnel and property of Transnet National Ports Authority, contractor, sub-contractor, all

third parties and public from the hazards and risks associated with the planning and execution of work.

The Consultant must disclose to the TNPA, if they are going to contract with a sub-contractor to perform

any of the work. The agreement will also cover a site specific health and safety plan for the contracted work.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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Any contract terms and conditions agreed to with the Consultant will also apply to sub contracted individuals

and companies.

4.10 Right to stop work

TNPA representatives or its designated representatives shall have the right to prohibit commencement of

work or to stop any activity in progress if the equipment, machinery, personnel or work conditions are

considered at TNPA’s discretion to be unsafe or not to be in compliance with any applicable rules, regulations

and procedures in TNPA

Stoppage of the work shall be at contractor’s expense until contractor has satisfactorily rectified such defects

and unsafe conditions. In the event of serious or repeated infringements, TNPA may terminate the contract

without compensation.

4.11 Project Health and Safety Plan

Prior to mobilisation, the contractor shall prepare and submit a project specific SHE plan to TNPA which, as

a minimum, contains the followings:

Legal & site specific requirements

Hazard Identification, Risk Assessment and Risk Control

Injury Management

Education, Training and Competency

Special arrangements will need to be requested to get approvals for Health & safety Plans for any emergency

work.

4.12 Safety Induction

Prior to gaining access to the TNPA sites, each individual shall attend a TNPA Safety Induction Course. The

intention of the course is to provide the individual workers with an overview of the Ports specific safety

programs rules, inherent risk, procedures and the like.

4.13 Incidents and occurrence

Every person who becomes aware of any unsafe or abnormal condition that could lead to or has led to an

incident shall report it immediately to the person’s supervisor as well as TNPA.

Any injury shall immediately be reported to the person’s supervisor as well as TNPA. This shall also apply

to any other type of medical or sickness problems that occur.

All incidents or potential incidents are also to be reported to TNPA.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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4.14 Emergency procedures

The Consultant must ensure that all personnel on the Site, including their visitors, are properly instructed in

the Site emergency response procedures

4.15 Fire and Emergencies

In the event of a fire or other emergency situation being discovered it must be immediately reported to

TNPA Fire Services personnel 0313616463

Personnel Protective Equipment [PPE]

The following is to be worn as a minimum on site:

Hard hats

Safety shoes

Life jacket when within 2 meters of water’s edge

Overalls which shall be highly visible with reflective bands on the arms and legs or reflective vests

with company logo or name to be boldly displayed

Divers PPE - to inspect gate valves seals inside tunnels – delivery and suction lines

4.16 Work Permit

Hazardous Work Permit is required for:

Any operation or task that has the potential to generate an ignition source

Any confined space entries including pump house, tanks, vessels and sewers and,

Excavations.

Working at heights

Working on the repair quay and Dry Dock

Confined space

4.17 Facilities

No food or beverage may be taken onto or consumed on the work site other than at a designated

eating area.

Sanitation and washing may only take place at designated ablution and toilet facilities.

No process water such as fire hydrants may be used as drinking or portable water. Designated

drinking water shall be provided by the Contractor.

5. DEFINITION

Professional Service Provider is the expert providing specialized skills in a specific field.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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6. COMPLETION DATE

The works will not be accepted by the TNPA Project Manager as complete unless all activities are

completed. The duration of the contract is 3 months, after the award of contract. The first week must be

allowed for SHE inductions and permitting.

7. SUPERVISION

The Professional Service Provider or a responsible person empowered to act for him shall be on the site to

supervise and receive the instructions of the Client.

8. GENERAL

The Professional Service Provider obligations as contained in this document shall be deemed to cover the

following items:

The Professional Service Provider shall supply all necessary manpower, labour, supervision,

materials, services, medicals, inductions and testing devices for all aspects of this project and

the Professional Service Provider’s quoted amount for the Works shall be deemed to cover all

cost and expense thereof;

The Professional Service Provider shall not cede, assign, transfer or sub-let the agreement or

any part thereof and not enter into any sub-contract of whatsoever nature for the execution

hereof without the prior written consent of TRANSNET NATIONAL PORTS AUTHORITY;

No amendment or variation of, or addition to this agreement shall be of any force or effect

unless officially written, approved and signed by both parties;

The Professional Service Provider or his/her Project Manager is responsible for complete scope

of work including planning, scheduling and reporting to the Client on a Weekly / monthly

progress reports shall be issued to the Client for approval and documentation;

Implementation of an appropriate quality system including stringent quality control for all Plant

and Materials stipulated in this document;

The Professional Service Provider shall allow for any relevant information gathering exercises

e.g. inspection, sample extraction and testing, dimensions, layouts, access routes, review

surrounding structures, identify rigging points, checking, etc.;

Selection of appropriate codes of practice, standards and specifications applicable to the Works;

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

14

Supply of all equipment and personnel required to comply with the Occupational Health and

Safety Act, 1993 and Regulations. The Professional Service Provider shall take special note of

the requirements of the latest editions of Construction Regulations.

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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9. BILL OF QUANTITIES

1.     Technical assessment of the pumping system Pack 1

2.     Detail designs and calculations

2.1 Mechanical Installations Pack 1

2.2 Electrical Installations Pack 1

2.3 Structural / Civil and building works Pack 1

3.     Project specifications Pack 3

4.     Bills of quantities for FEL 04 execution Pack 3

5.     Tender drawings Pack 3

6.     Project quality plan (PQP) for:

6.1   Mechanical Installations Pack 1

6.2   Electrical Installations Pack 1

6.3   Structural / Civil and building works Pack 1

7.     Operating Costs of the pump house Pack 1

8.     Feasibility Report including drawings; design basis report Pack 1

TOTAL TENDER SUM

DESCRIPTION UNIT QTY RATE AMOUNT

SUB-TOTAL

EXPERT SERVICES

ADMINISTRATION FEES

DISBURSEMENTS

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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10. EVALUATION CRITERIA

The following pre-qualification criteria will form the basis of evaluating all tenders

The quality criteria and maximum score in respect of each of the criteria are as follows:

PRE-QUALIFYING CRITERIA YES / NO

Mechanical Engineer (Proof of registration with ECSA)

Electrical Engineer (Proof of registration with ECSA)

Civil Engineer (Proof of registration with ECSA)

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

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Quality criteria Sub-criteria Max

points

Competency: Engineering

resources/skills

Qualifications (CV’s) for: (Minimum for each Specialist is

required)

Mechanical Engineer (Registered with ECSA) Experience: 5 years after registration=15 points;

3 years=7.5 points;

1 year =0 point

Electrical Engineer (Registered with ECSA) Experience: 5 years after registration=15 points;

3 years=7.5 points;

1 year =0 point

Civil Engineer (Registered with ECSA) Experience:

5 years after registration=15 points;

3 years=7.5 points;

1 year =0 point

Mechanical Technician (Registered with ECSA)

Experience:

5 years after registration=5 points;

3 years=2.5 points;

1 year =0 point

Electrical Technician (Registered with ECSA) Experience:

5 years after registration=5 points;

3 years=2.5 points;

1 year =0 point

Civil Technician (Registered with ECSA) Experience:

5 years after registration=5 points;

3 years=2.5 points;

1 year =0 point

60

Competency Similar work successfully completed previously

Comprehensive list of similar projects indicating capabilities &

client contact details for references:

2 x Proof of successfully completed work = 15 points

15

Detailed Engineering Design for the Upgrade of the Dry Dock Pumping System

18

1 x Proof of successfully completed work = 7.5 points

0 x Proof of successfully completed work = 0 points

Schedule Detailed schedule within 3 months indicating timeframe for

detailed design development = 15 points

Generic Schedule = 7.5 points

Non-submission = 0 points

15

Method Statement Detailed Work Method Statement = 10 points

Generic Method statement = 5 points

Non-submission = 0 points

10

Maximum score for

quality(WQ)

100

The minimum threshold is 70% and if no Professional Service Provider meets this threshold, it

will be reduced to 60%.