TENDER DOCUMENT - DMS QS documents.pdf · TENDER DOCUMENT WITBANK STORAGE FACILITIES ON ERF 4841 WITBANK EXT. 47 FOR RUFFORD INVESTMENTS. TENDER DOCUMENT ... Agent’s service …

2010J048

PRINCIPAL BUILDING CONTRACT

Aug-11

TENDER DOCUMENT

WITBANK STORAGE FACILITIES

ON

ERF 4841

WITBANK EXT. 47

FOR

RUFFORD INVESTMENTS

TENDER DOCUMENT

CLIENT PRINCIPAL AGENT

Rufford Investments

P O Box 2295 P O Box 75891

Brooklyn Square Lynnwood Ridge

0075 Pretoria

0040

e-mail : [email protected]

ARCHITECT STRUCTURAL ENGINEER

PRLB Designs WSP Engineers

P O Box 41538 23 Crescent Benfleur

Reyno Ridge Witbank

1035

Fax: 013 653 6376

QUANTITY SURVEYOR

P O Box 75891

Lynnwood Ridge

Pretoria

0040

e-mail : [email protected]

WITBANK STORAGE FACILITIES

DMS QS (Joe du Plessis)

Tel : +27 12 807 2501

Fax: +27 86 661 3241

Tel : +27 12 807 2501

Fax: +27 86 661 3241

DMS QS (Joe du Plessis)

e-mail : [email protected] e-mail : [email protected]

Aug-11

ERF 4841

WITBANK EXT.7

Tel : 013 653 6375 Tel : 013 653 6337

Fax: 013 653 6336

1049

Page

SECTION 1 : Notes to Tenderers

SECTION 2 : Principal Building Agreement (Original JBCC Agreement) Not included

(Post tender)

Principal Building Agreement - Contract Data EC

Principal Building Agreement - Contract Data CE Not included

(Post tender)

SECTION 3 : Occupational Health and Safety Act Form

SECTION 4 : Preliminaries & Bills of Quantities

JBCC Form of Tender - PBA

INDEX

SECTION 5 :

SECTION 6 : Drawings - FOR INFORMATION

GENERAL TO INDEX

The tenderer is required to check the numbers of the pages and should any pages be found to

be missing or in duplicate, or should any of the typing be indistinct, or any doubt or obscurity

arises as to the meaning of any description of particulars of any item, or if this Tender Enquiry

contains any obvious errors, then the Tenderer must immediately inform the Architect/Quantity

Surveyor and have them rectified or explained in writing as the case may be. No liability

whatsoever will be admitted by reason of the Contractor having failed to comply with the foregoing

instructions.

This Tender Enquiry is not to be used for ordering purposes. Any ordering based on this Tender

Enquiry shall be at the sole risk of the Contractor.

No alteration, erasure, omission or addition is to be made in the text and conditions of this Tender

Enquiry. Should any such alteration, amendment, note or addition be made, it will not be

recognised and the wording of this Tender Enquiry, as prepared by the Quantity Surveyor, will

be adhered to.

SECTION 1

NOTES TO TENDERERS

NOTES TO TENDERERS

1. EXTENT OF CONTRACT Principal Building Contract

As a rough guide only, the work embodied in this contract comprises the demolition of a small structure and construction of a double storey storage facility, including a guard house and external works such as boundary wall Construction is load bearing brickwork on strip footings, beams on brickwork and timber roof trusses. Finishes include semi-face brick to the external façade, and generally hardwearing finishes to the inside. Tenderers are advised to study the nature and extent of the work embodied in this contract by examining the tender documents and drawings which form part of this tender.

2. ACQUAINTANCE WITH TENDER DOCUMENTS

By submission of a tender, the contractor shall be deemed to have acquainted himself with the contract documents, local requirements and laws and all aspects of the work envisaged in the documents, prior to pricing and submission of a tender. It shall also be deemed that the tenderer has visited the site prior to the submission of a tender to study conditions on site. No claim resulting from failure to comply with any of the above will be entertained.

3. TENDER DOCUMENTS The tender documents comprise:

• Provisional Bills Of Quantities • Tender drawings

The Provisional Bills of Quantities will take precedence over the tender drawings should any conflict between them arise.

4. BILLS OF QUANTITIES (PROVISIONAL)

These Bills of Quantities contain pages numbered consecutively as indicated in the index. Before the contractor submits his tender he should check the number of pages, and if any are found to be missing or duplicated, or the figures or writing indistinct, or the tender documents contain any obvious errors, he should apply to the quantity surveyors and have same rectified as no liability whatsoever will be admitted in respect of errors in a tender due to the foregoing. Unless a separate rate for the supply and for the installation of any items is specifically called for, the supply and installation costs of any item shall be deemed to be fully included in the unit price.

1

NOTES TO TENDERERS 5. TRADE NAMES & ALTERNATIVES

All materials, etc, specified in this document under a trade name, catalogue number or reference shall be exactly as described and it shall be deemed that the tenderer has taken this into account. Tenderers are invited to submit simultaneously with their tender, any alternatives to the materials specified and the effective adjustment to the tender amount should that alternative be acceptable to the principal agent, in order that such alternative may be considered fully before the successful tenderer is awarded the contract. Written approval shall be provided by the principal agent for the use of any alternative before that work is put in hand.

6. CONDITIONS TO BE OBSERVED IN TENDERING

Any conditions appended by the tenderer which are at variance with the conditions set out herein may invalidate this tender. Neither the lowest, nor any tender nor any portion of the tender will necessarily be accepted. All tenders must be entered on the form provided herein. Tenders must hold good for ninety (90) calendar days, notwithstanding any contrary information in the tender form from the tender closing date as stated herein. All recipients of the tender document (whether they submit a tender or not) must treat the details of the document as private and confidential. The employer will not be responsible for, or pay for, expenses or losses which may be incurred by any tenderer in the preparation of his tender.

7. SITE INSPECTION

Tenderers are required to inspect the site before submission of his tender. The tenderer is required to familiarize himself before submission of this tender with regard to relevant local site conditions, site accessibility, the nature of operations required, availability of labour and any conditions pertaining thereto, together with conditions relating to security, unloading, carting and storage of materials, equipment and tools required for the works.

8. MATERIAL AND LABOUR COST FLUCTUATIONS

Tenderers are to allow in their tender price for escalation in cost (CPAP) for the contract period 9. TENDER INFORMATION

The employer may require additional information from the tenderer in order to evaluate the tender. The tenderer is required to provide such information if so required by the employer.

10. PROGRAMME

The intended site hand-over date is September 2010 with project completion April 2011

2

3

NOTES TO TENDERERS

11. LOAD SHEDDING

The tenderer is advised that load shedding by Eskom / City Power is anticipated during this contract. The tenderer is to make allowance for this in their tender and no claims for compensation or extension of time will be entertained if delays occur due to load shedding.

12. SECURE AREA

The tenderer is advised that the estate, within which the site is situated, is a high security area and is referred to the specific security conditions of the estate.

13. SUBMISSION OF TENDERS The tenderer is required to submit the following as his complete tender submission:

The Form of Tender in a sealed envelope marked: “TENDER FOR PRINCIPAL BUILDING AGREEMENT – WITBANK STORAGE”, and deliver to the offices of DMS QUANTITY SURVEYORS not later than 12:00 on Wednesday 31 August 2011 at which time tenders will be opened.

CONTRACT DATA

SECTION 2

CONTRACT DATA

Page 1 of 6

CONTRACT DATA – EMPLOYER

1.0 CONTRACTING AND OTHER PARTIES

1.1 Employer

Postal address

Code

Tel Fax E-mail

Tax/VAT registration No.

Physical address

1.2 Principal Agent

Postal address

Code 0040

Tel Fax E-mail

1.3 Agent (1)

Agent’s service

Postal address

Code

Tel Fax E-mail

1.4 Agent (2)

Agent’s service

Postal address

Code

Tel Fax E-mail

1.5 Agent (3)

Agent’s service

Postal address

Code

Tel Fax E-mail

Rufford Investments

P O Box 2295

Brooklyn Square 0075

com

P.O Box 75891

0128072500 0866613241

[email protected]

DMS Quantity Surveyors

Lynnwood Ridge

Architectural Design

PRLB Designs CC

P O Box 41538

1049

013 653 6375 013 653 6376 [email protected]

Reyno Ridge

Structural & Civil Engineers

WSP Consulting Engineers

23 Corridor crescent

1035

013 653 6337 013 653 6336 [email protected]

.za

Benfleur, Witbank

N/A

0040

Page 2 of 6

1.6 Agent (4)

Agent’s service

Postal address

Code

Tel Fax E-mail

1.7 Agent (5)

Agent’s service

Postal address

Code

Tel Fax E-mail

1.8 Agent (6)

Agent’s service

Postal address

Code

Tel Fax E-mail

1.9 Interest of principal agent or other agents in the project (yes/no)

Details where “yes”

1.10 The principal agent named in 1.2 above is responsible for the preparation of the contract data

schedule and must be contacted should the contractor be uncertain of the information provided

or to be provided. Failure to complete the contract data schedule in full may result in the tender

being disqualified.

N / A

N / A

N / A

No

Page 3 of 6

2 CONTRACT AND SITE INFORMATION

2.1 The law applicable to this agreement (country/state)

2.2 Works identification

2.3 Site description

2.4 Possession of the site is to be given on (date)

2.5 Period for the commencement of works after the contractor takes

possession of the site. (Working days)

2.6 Completion of the works in sections is required (yes/no) (No. of sections)

2.7 Waiver of the contractor’s lien or right of continuing possession is required (yes/no)

2.8 Defined restrictions to the site area. Where “yes” the specific requirements

are described below or detailed in the contract documents (yes/no)

2.9 Geotechnical investigation of the site has been undertaken. Where “yes”

results are obtainable from Principal Agent (yes/no)

2.10 Existing premises will be occupied. Where “yes” the specific requirements

are described below or detailed in the contract documents (yes/no)

RSA

Storage Facility for Rufford Investments

Portion 2 of Erf 4841

Witbank Ext. 47

7th

September 2011

5

NA No

Yes

Yes

Site boundary or as approved by Principal Agent

No

No

Page 4 of 6

2.11 Provision of temporary services is required. Where “yes” the specific

requirements are described below or included in the contract documents (yes/no)

2.11.1 Water Option A Contractor – his cost

Option B Employer – free of charge

Option C Employer – metered (contractor cost) (A, B or C)

2.11.2 Electricty Option A Contractor – his cost



2.11.3 Telecom Option A Contractor – his cost



2.11.4 Ablutions Option A Contractor – his cost

Option B Employer – free of charge (A or B)

2.12 Protection of existing trees and shrubs is required. Where “yes” the specific

requirements are described below or included in the contract documents (yes/no)

3 INSURANCES AND SECURITIES

3.1 Contract works insurance to be effected by (contractor/employer)

For the sum of (amount)

With a deductible of (amount)

3.2 Supplementary/special insurance to be effected by(contractor/employer)



3.3 Public liability insurance to be effected by (contractor/employer)



3.4 Support insurance to be effected by (contractor/employer)



3.5 Special insurance to be effected by (contractor/employer)

Type

Yes

A

A

A

A

No

N / A

Contractor

Contract sum + 20 %

R25, 000.00

N / A

R50, 000.00

R10, 000,000.00

Contractor

N / A

N / A

Page 5 of 6


With a detectable of (amount)

4 PRACTICAL COMPLETION DATES AND PENALTIES

4.1 For the works as a whole: The date for the practical completion and penalty per calendar day

4.2 For the works in sessions: The date for practical completion and the penalty per calender day

Date Penalty amount

Section 1

Section 2

Section 3

Section 4

Section 5

Section 6

5 DOCUMENTS AND GENERAL

5.1 Construction document copies to be supplied to the contractor free of charge

(No. of)

5.1 The priced document may be used as a specification of materials and goods and work methods (yes/no)

5.3 The contractor shall provide a schedule of rates (yes/no) (Addendum No.)

5.4 Changes made to JBCC standard documents (yes/no) (Addendum No.)

Refer 6.0 below

5.5 On acceptance of the tender the priced document is to be submitted within

the stated working days. (No. of)

5.6 Work to be undertaken by direct contractors (yes/no) (Addendum No.)

5.7 On achievement of practical completion the contractor is to hand over manuals,

warranties, guarantees etc. related to the works as listed below.

1 2

3 4

5 6

7 8

5.8 Interim payment sertificate to be issued by

N / A

N / A

3

No

Yes -

No N/A

2

No _

A

Security Equipment

Access Control

Gate motor COC - Electrical

Access Control computer Waterproofing warranties

14/12/2011 R2, 000.00

20th

Page 6 of 6

6 CHANGES MADE TO THE STANDARD JBCC DOCUMENT

Note all changes in detail must be listed below or provided in (Addendum No.)

7 DECLARATION BY THE PRINCIPAL AGENT

I, the principal agent named in 1.2 above, declare that the information provided above is complete and

accurate at the time of calling for tenders. Where necessary, should any of the above information need to be

varied, tenderers will be forthwith informed thereof in writing.

_______________________________________

Principal Agent

_______________________________________

Date

Changes to definitions and content as indicated in the Bills of Quantities

SECTION 3

OCCUPATIONAL HEALTH AND SAFETY ACT FORM

SECTION 3: HEALTH AND SAFETY SPECIFICATIONS AND FORM

HEALTH AND SAFETY SPECIFICATIONS

Introduction

These specifications will apply for the duration of the project and should the principal contractor not abide I comply, it will be deemed as a breach of contract.

The principal contractor will carry full responsibility regarding the adherence to any health and safety specifications when

sub-contractors are used to carry out construction work on the project.

The principal contractor is responsible for any insurance cover (liability) as well as registration with the Workman's

Compensation Commissioner I Federated Employers Mutual Assurance Company as far as employee injury insurance is

concerned.

Copies of these documents to be submitted to the client I agent.

Standing time claims related to any health and safety matter will not be entertained.

Section 1

1. Special Health and Safety Specifications

A copy of the following legislation must be readily available on site:

- Occupational Health and Safety Act 85 of 1993 and Construction Regulations 2003

- SABS 085 - Access Scaffolding

The appointment of a part time safety advisor I consultant must be considered and discussed with the client. A selected and

appointed Health and Safety representative must be available for each contractor on site. (Ratio: At least one health and safety

representative for 50 employees or part there-of) Qualified first aider(s) with their first aid box(es) must be available on site (Ratio:

One First Aider for every 50 employees or part there-of) The principal contractor must ensure that all employees, before

commencing any work on site, are properly inducted regarding safety, the requirements and all possible risk I hazards that any exist

on site:

- Proof of such induction must be kept on file.

- Proof of induction must be carried on every employee's person carrying out work on site.

- Sub-contractors must form part of these induction requirements.

- The professional team and other persons involved in the project must be instructed regarding

the safety requirements and hazards I risks that may exist on the site.

The principal contractor must provide a health and safety specifications file with all the necessary legal documentation and

inspection registers for use to comply with the provisions of the regulations. The principal contractor must ensure that all

persons employed to carry out work on this project are competent and properly inducted, instructed and trained. The

principal contractor must ensure that a personal file of each employee, reflecting name, ID, job description and medical

certificate, where applicable, is available on site. The principal contractor must report each reportable incident as per Section

24 of the Act, to the client as soon as possible, provided that in the case of a very serious incident or fatality, the report will

be done immediately. The principal contractor must ensure that a list of emergency telephone numbers is placed in a

conspicuous place in the site office. The principal contractor is responsible to notify the Dep. of Labor of intent to carry out

Construction Work as required by Construction Regulations 3(1).

Section 2

2. Management and supervision

The principal contractor to appoint competent persons to manage and supervise construction work on this project. The principal

contractor to ensure that any construction work on the project is always carried out under the supervision of

competent persons. All appointments are to be done in writing and kept in the health and safety file on site.

Section 3

3. Sub-contractor agreements, appointments and requirements

The principal contractor must complete an "Agreement with Mandatory” with each sub-contractor before the commencement

of work by the sub-contractor. The principal contractor must appoint each sub-contractor for the specific construction work the

sub-contractor has to carry out on the site. NOTE: This appointment is part of the "Agreement with Mandatory" format. The

principal contractor must ensure that potential sub-contractors submitting tenders, have made provision for the cost of health

and safety during the construction process. The principal contractor must ensure that each sub-contractor has his own health

and safety file which shall include all the legal documentation as required by the OHS Act and Regulations.

The principal contractor must ensure that each sub-contractor where necessary, submits method statements, risk

assessments and safe work procedures pertaining to the construction work the sub-contractor is to carry out on the project.

The principal contractor must compile a comprehensive list of all the sub-contractors on site accountable to him.

Section 4

4. Risk Assessments

The principal contractor must appoint a competent person to carry out risk assessments before the commencement of any

construction work on the project. These assessments must include:

- The identification of all risks and hazards to which persons might be exposed to on the project

NOTE: Public liability risks must form part of these assessments.

- All risks and hazards must be properly analyzed and evaluated.

- A documented plan of safe work procedures must be drawn up indication how these risks are to be mitigated, reduced, controlled and managed.

The principal contractor must have a copy of these risk assessments readily available on site. The principal contractor must

ensure that safe work procedure, established through risk assessments are properly communicated to those employees

concerned.

NOTE: sub-contractors must form part of the risk assessment of any activity that involves them.

Section 5

5. Fall Protection

The principal contractor must designate a competent person, responsible for the preparation of a fall protection plan. The principal contractor must ensure that the fall protection plan identifies all the possible situations on the project where persons are exposed to the possibility of falling whilst carrying out their work.

NOTE: The following areas must be considered:

- Work on steel roof

- All unprotected openings I edges

- Outside area of the building where persons will have to perform work at heights


The principal contractor must ensure that all identified unsafe conditions are adequately guarded, fenced or barricaded and

that proper means are implemented to prevent falling.


Section 6

6. Scaffolding and suspended platforms

The principal contractor must ensure that all scaffolding operations are carried out under the supervision of a

competent person and that all erectors, team leaders and inspectors are competent to carry out their work. The principal

contractor must ensure that scaffolding when used, complied with the safety standards as per SABS 085.

Section 7

7. Formwork and support work

The principal contractor to ensure that all formwork and support work operations is carried out under the supervision of a

competent person who has been appointed in writing. The principal contractor to ensure that all form I support work drawings

pertaining to their design is kept on site and are available if I when requested.

The principal contractor to ensure that all form I support work structures are inspected by a competent person (appointed in

writing), immediately before, during and after the placement of concrete and the result of such inspection recorded in a

register.

The principal contractor to ensure that form I support work is erected in such a way that on completion of the deck, a solid

handrail is also in place for the safety of person who has to carry out work on the deck. i.e. steel fixers etc.

Section 8

8. Excavations

The principal contractor shall ensure that all excavation work is carried out under the supervision of a competent person who

has been appointed in writing.

The principal contractor shall ensure that:

- Suitable steps are taken in order to prevent any person from being buried or trapped by a fall or dislodgement.

- Excavations are adequately shored or braced and safe access is provided by ladder.

The competent person contemplated in 8.1 above, shall do daily inspections of all excavations and record his finding in a

register.

Section 9

9. Mobile cranes

- The principal contractor to ensure that the crane is erected per the requirements of the Driven Machinery Regulations promulgated

by Government Notice No R 295 of February 1998.

- The principal contractor to ensure that tower crane operators are competent and certified to carry out their work safely.

- The principal contractor to ensure that the tower crane operator is in possession of a recent medical certificate of fitness.

- The principal contractor to have a banks man appointed who has been trained to give correct signals & guide the crane

operator safely.

Section 10

10. Explosive powered tools

The principal contractor must ensure that any person who has to use an explosive powered tool is trained in:

- The operation, maintenance and use of such a tool.

- The use of protective equipment with the tool.

- The principal contractor must appoint a competent person as an Explosive Powered Tool Controller.


Section 11

11. Electrical installation I machinery

- The principal contractor must ensure that before construction commences on the project that adequate measures are taken

to ascertain the presence of a guard against danger to workers from an electrical cable or apparatus which is under

cover or on the site.

- The principal contractor must ensure that temporary electrical installations are inspected at least once per week by a

competent person.

- The principal contractor must ensure that all electrical machinery is inspected on a daily basis before use by a

competent person.

Section 12

12. Storage of flammable liquids

- The principal contractor must ensure where flammables are to be used, applied or stored on the site that it is done in a

manner which would cause no fire or explosion and that the storage area is effectively ventilated.

- The principal contractor must ensure than an adequate amount of fire fighting equipment is installed at suitable locations

where flammable liquids are stored.

- The principal contractor must ensure that all containers holding flammable liquids are kept tightly closed when not in use

and after contents have been used, to be removed from the construction site.

- The principal contractor must ensure that material such as cotton, waste, paper, plastics, cleaning rags or similar material

Is not stored together with flammable liquids.

Section 13

13. Fire precautions

The principal contractor must ensure that:

- Appropriate measures are taken to avoid the risk of fire on the site.

- Sufficient, safe, and suitable storage is provided for flammable liquids and gasses.

- Smoking is prohibited and notices to this regard are displayed

- Off cuts, materials, plastics, paper and other materials.

are not allowed to accumulate on site, but removed on a daily basis.

- No open fires are allowed on site.

- That any welding I flame cutting operations are done in a safe manner and that a fire extinguisher is readily available.

- A sufficient number of persons on site are trained in the use of fire extinguishing equipment.

- There is an effective evacuation plan in place.

Section 14

14. Stacking and storage

The principal contractor to ensure that:

- Adequate storage areas are provided.

- The principal contractor to ensure that storage areas are kept neat and under control.

- The delivery and off loading of equipment and material must be properly coordinated in view of the heavy traffic and public presence.

Section 15

15. Facilities

The principal contractor must ensure that depending on the number of workers, provision is made for the following clean

facilities:

- At least one sanitary facility for every 25 workers

- At least one washing facility for every 15 workers

- Changing facilities for each sex

- Sheltered, clean eating areas


Section 16

16. Personal protective equipment

- Taking into account the nature of the hazard to which a worker may be exposed, the principal contractor must issue and

ensure that employees receive such personal protective equipment free of charge.

- The principal contractor must instruct his employees in the proper use, maintenance and limitations of the safety equipment

and facilities provided, taking into account the nature of the construction activities that will take place on this project, the

personal protective equipment that should be available on site is:

- Hard hats, eye protection, gloves, body safety belts, safety harnesses, welding helmets, dust masks, ear muffs and

ear plugs.

Section 17

17. Signage

The principal contractor must ensure that the following signs are placed correctly in conspicuous areas:

- No Unauthorized Entry

- Danger Construction Work

- Danger Workman Above

- Visitors to Report to Site Office

- Site Office Directional

- Hard Hat Area

- First Aid

- No Smoking

- Public Inconvenience

- Scaffolding Safe or Unsafe For Use

Section 18

18. Construction Vehicles and Mobile Plant

The principal contractor shall ensure that all Construction Vehicles are:

- On a daily basis inspected prior to use by a competent person, appointed in writing, and the findings of such inspections

are recorded in a register.

- Maintained in good working order.

- Operated by persons who received appropriate training and are certified competent and are authorized in writing to

operate such machine(s).

- Operated by persons medically certified fit to operate such machinery.

Section 19

19. Safety Reports

19.1 Copies of monthly safety reports to be submitted to the client.

NOW THEREFORE THE PARTIES AGREE AS FOLLOWS:

1. The CONTRACTOR warrants that his subcontractors’ and employees are covered in terms of the Compensation for Occupational Diseases Act, which cover shall remain in force whilst any such employee is present on EMPLOYER premises.

2. The CONTRACTOR warrants that he is aware of the provisions of the Occupational Health and Safety Act had made his employees aware of such provisions, and at all times ensures due compliance herewith.

3. The CONTRACTOR is to provide proof of his COID (Compliance Occupation Injuries Diseases Act, Act 130 of 1993) status and issue a certificate of good standing to EMPLOYER.

4. The CONTRACTOR further warrants that he is in possession of the following insurance cover which shall remain in force and effect while he and/or his subcontractor and any employees are present on EMPLOYER premises, alternatively for the duration of the contractual relationship between himself and EMPLOYER. 4.1 Public Liability Insurance Cover 4.2 Any other insurance cover, making adequate provision for any possible losses and/or claims arising from

his and/or his subcontractors, alternatively any employee’s acts or omissions on EMPLOYER premises.


Written agreement on the arrangement and procedures between Employer and The Contractor to ensure compliance by The Contractor with the provision of the Occupational Health & Safety Act, The Compensation for Occupational Injuries and Diseases Act and Insurance Coverage

Entered into by and between

(Here in after referred to as "EMPLOYER")

and

WHEREAS:

A. EMPLOYER shall from time to time require the services of the CONTRACTOR to effect maintenance /

services of its properties

B. The CONTRACTOR undertakes to affect such maintenance/services effectively, properly and safely

(Here in after referred to as the "CONTRACTOR")


5. The CONTRACTOR warrants that he and/or his subcontractors, and/or their respective employees are familiar with the requirements of the Occupational Health and Safety Act, and shall comply therewith. In this regard, they agree that:

5.1. All work performed on EMPLOYER premises must be performed under close supervision.

5.2. The CONTRACTOR shall assume the responsibility in terms of Section 16(1) of the Occupational Health and Safely Act.

5.3. The CONTRACTOR warrants that competent employees are employed by him, who shall be trained on any aspects of the Occupational Health and Safety Act that is pertinent to such employees, alternatively such work performed by the employees.

5.4. Discipline regarding Occupational Health and Safety shall be strictly enforced.

5.5. Personal protective equipment shall be issued as required and worn at all material times.

5.6. No unsafe equipment/machinery and/or article shall be used in EMPLOYER premises.

5.7. All incidents referred to in Section 24 of the Occupational Health and Safely Act shall be reported by the CONTRACTOR to the Department of Manpower, as well as EMPLOYER, which shall be entitled to receipt of any written documentation relating to such incidents.

5.8. No use shall be made of any of EMPLOYER or tenant's machinery/articles, substance or items without prior written approval.

5.9. The CONTRACTOR acknowledges that EMPLOYER is an interested party of any incident, in terms of Section 32 of the Occupational Health and Safely Act.

5.10. Any work requiring the issue of a permit, shall not be performed prior to the obtaining of such completed and approved permit. The contractor will obtain all the relevant permits to the identified risk detailed in section 8 of the OHS Act, before the work commences as may be applicable and required by either the tenant or EMPLOYER.

5.11. No alcohol or other intoxicating substance or drug shall be allowed on EMPLOYER premises. Anyone suspected to be under the influence of alcohol or any other intoxicating substance or drug shall not be allowed on the premises.

5.12. Full participation shall be given if any when EMPLOYER employees inquire into Occupational Health and Safety issues.

5.13. The contractor must identify the relevant risks in the premises and notify EMPLOYER before commencement of any works.

6. The CONTRACTOR confirms that he has been informed that he must report to EMPLOYER management (in writing) anything he deems to be unhealthy and/or unsafe.

7. The CONTRACTOR warrants that he shall not endanger the health and safety of EMPLOYER employees / tenants, buildings or the public in any way whilst performing any work on EMPLOYER premises.

8. The CONTRACTOR hereby fully and completely indemnifies EMPLOYER in the event of any and all claims arising from the CONTRACTOR, and/or his Subcontractor, and/or employees thereof, due to any act or omission on the part of such CONTRACTOR, subcontractor and/or employee.

Sign and initial all attached pages


Signed at ………………. on this the ………. day of …………………………. 2010

In the presence of the undersigned witnesses.

1 ………………………………………

2 …………………………………

For and on behalf of EMPLOYER

Duly authorized

Name: ……………………………………….

Company: …………………………………..

Service: ……………………………………..

Tel no.: ………………………………………

Fax no.: ................................................

E-mail: ……………………………………....

Signed at ………………. on this the ………... day of ……………………………………….. 2010

In the presence of the undersigned witnesses.

1 …………………………………….

2 …………………………………….

For and on behalf of the CONTRACTOR

Duly authorized

Name: ……………………………………….

Company: …………………………………..

Service: ……………………………………..

Tel no.: ………………………………………

Fax no.: ………………………………...

E-mail: ………………………………………

SECTION 4

PRELIMINARIES & BILLS OF QUANTITIES

Item Quantity Rate AmountNo

BILL 1

PRELIMINARIES

NOTES

NOTES: The agreement is to be the JBCC Series 2000 PrincipalBuilding Agreement prepared by the Joint Building ContractCommittee July 2007 edition 5.0 code 2101

The ASAQS Preliminaries (November 2007 Edition) publishedby the Association of South African Quantity Surveyors for usewith the said JBCC Principal Building Agreement shall bedeemed to be incorporated herein.

Tenderers are referred to the abovementioned documents forthe full intent and meaning of each clause thereof. Theseclauses are hereinafter referred to by clause number andheading only.

Where standard clauses or alternatives are not entirelyapplicable to this contract such modifications, corrections orsupplements as will apply are given under each relevant clauseheading and such modifications, corrections or supplementsshall take precedence notwithstanding anything contrarycontained in the abovementioned documents.

Where any item is not relevant to this specific contract suchitem is marked N/A, signifying "not applicable".

PREAMBLES FOR TRADES

The Model Preambles for Trades (1999 Edition) as publishedby the Association of South African Quantity Surveyors shall bedeemed to be incorporated in these Bills of Quantities and noclaims arising from brevity of description of items fullydescribed in the said Model Preambles will be entertained.Supplementary preambles are incorporated in these Bills ofQuantities to satisfy the requirements of this project. Suchsupplementary preambles shall take precedence over theprovisions of the said Model Preambles. The contractor'sprices for all items throughout these Bills of Quantities musttake account of and include for all of the obligations,requirements and specifications given in the said ModelPreambles and in any supplementary preambles.

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SECTION A : PRINCIPAL BUILDINGAGREEMENT

Definitions (A1)

A Definitions and Interpretation Item Not Priced

Objective and Preparation (A2-A14)

B Offer, acceptance and performance obligations Item Not Priced

C Documents Item Not Priced

D Design Responsibility Item Not Priced

E Employer's Agents Item Not Priced

F Contractor's Site Representative Item Not Priced

G Compliance with laws and regulations Item Not Priced

H Works Risk Item Not Priced

J Indemnities Item Not Priced

K General Insurances Item Not Priced

L Special Insurances Item Not Priced

M Effecting Insurances Item Not Priced

N Assignment Item Not Priced

P Security Item Not Priced

Execution (A15- A23)

Q Preparation for and execution of the works Item Not Priced

R Site and Access Item Not Priced

S Specific security and access restrictions apply. ReferSection C of Preliminaries. Item Not Priced


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A Contract Instructions

Supervision by the Principal Agent and other Agents isintended as a means of checking the interpretation of workdone and providing clarification and further informationwhere required during the progress of the work.Supervision shall not in any way relieve the contractor ofhis responsibility for ensuring that the work is carried outsatisfactorily in all aspects, in good time and in accordancewith the contract. Although the principal Agent and theother Agents will make spot checks from time to time ondimensions and levels as the work proceeds, checking ofthe setting out, dimensions levels and positioning for allitems is the contractors responsibility and should anyerrors occur during the course of or be found aftercompletion of the Works, the cost of remedying same willbe for the Contractor's account. Item Not Priced

B Setting out of the Works Item Not Priced

C The contractor shall notify the principal agent if anyencroachments of adjoining buildings, structures,boundries, etc. exist in order that the necessaryarrangements may be made for the rectification of anysuch encroachments. Item Not Priced

D Temporary Works and Plant Item Not Priced

E Nominated subcontractors Item Not Priced

F Selected subcontractors Item Not Priced

G Employer's Direct Contractors Item Not Priced

H Contractor's domestic subcontractors Completion (A24-A30) Item Not Priced

Completion (A24-A30)

J Practical Completion Item Not Priced

K Works Completion Item Not Priced

L Final Completion Item Not Priced

M Nothing in clause 26 shall be construed so as to restrict orremove in any way the contractor's liability for any latentdefects and any insufficiencies in the works or materialsnor to prescribe the employers common law rights in anyway. Item Not Priced


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A Latent defects liability period Item Not Priced

B Sectional Completion Revision of date for Practicalcompletion. The removal and replacement of materialsand/or workmanship that do not conform to the descriptionshall not constitute grounds for an extension of theconstruction period nor for an adjustment to the contractsum. Item Not Priced

C Penalty for late or noncompletion Item Not Priced

Payment (A31- A35)

D Interim Payment - Notwithstanding this or any otherclause, materials and goods stored off site shall not beincluded in the amount authorised for payment. Item Not Priced

E Material on site shall be paid to the maximum asdetermined by the Employers Financier. Item Not Priced

F Clause 31.9 : Replace "seven (7) calendar days" with"fourteen (14) calendar days." Item Not Priced

G Adjustment to the Contract ValueAll fluctuations in costs, with the exception of fluctuationsin the rate of Value Added Tax, shall be for the account ofthe contractor. Where prices are submitted by thecontractor or n/s subcontractor during the progress of theworks in respect of contract instructions or in regard to aclaim under the terms of the contract and notwithstandingthe fact that such prices may be used in an interimpayment certificate, there is to be no presumption ofacceptance. Should the principal agent wish to accept anysuch prices prior to the issue of the Final PaymentCertificate, it shall be in writing. CPAP is not applicable. Item Not Priced

H Recovery of expense or loss Item Not Priced

J Final Account and Final Payment Item Not Priced

K Payment to other parties Item Not Priced

Termination (A36- A39)

L Termination by Employer - Contractor's default Item Not Priced

M Termination by Employer - Loss and damage Item Not Priced

N Termination by Contractor - Employer's default Item Not Priced


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A Termination - cessation of the works Item Not Priced

Disputes (A40)

B Settlement of Disputes Item Not Priced

C Clause 41.0 - Post Tender Provisions - The required posttender information shall be inserted in the post tenderprovisions after consultation with the contractor. Item Not Priced

D Contract Agreement (A41-A42) Item Not Priced

E Clause 42.0 - Contractual Agreement. The requiredinformation of the contracting parties and the amount ofthe accepted contract sum shall be inserted in thecontractual agreement for signature of the agreement bythe contracting parties. Item Not Priced

SECTION B - PRELIMINARIES

Definitions and interpretation

F Clause 1.0 - Definitions and interpretation Item Not Priced

Documents

G Clause 2.1 - Checking of documents Item Not Priced

H Clause 2.2 - Provisional bills of quantitiesThese bills of quantities are in multiple procurement format- are provisionally measured and the subsequent tradesare budgetary allowances and selected/ nominatedsubcontract amounts. Item Not Priced

J Clause 2.3 - Availability of construction documentationThe budgetary allowances and Selected/nominatedsubcontract amounts allocated for subsequent tradesincluded in this document will be separately procured,based on multiple procurement of subcontractors duringthe construction period. Item Not Priced

Previous work and adjoining properties

K Clause 3.1 - Previous work - dimensional accuracy Item Not Priced

L Clause 3.2 - Previous work - defects Item Not Priced

M Clause 3.3 - Inspection of adjoining properties Item Not Priced


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Samples, shop drawings and manufacturer's instructions

A Clause 4.1 - Samples of materials Item Not Priced

B Clause 4.2 - Workmanship samples Item Not Priced

C Clause 4.3 - Shop drawings Item Not Priced

D Clause 4.4 - Compliance with manufacturer's instructions Item Not Priced

Deposits and fees

E Clause 5.1 - Deposits and fees Item Not Priced

Temporary services

F Amendment to Clause 6.1 - Water. Presently there is aregular supply of water available; however should thiswater supply deteriorate the client will not be accountableto any claims resulting from this setback. The contractorshould make necessary arrangements to ensure that thedeterioration of the supply will not influence the progress orquality of construction.

Item Not Priced

G Amendment to Clause 6.2 - Electricity. The client willprovide an electrical point of supply available to thecontractor on site. The contractor is to make his owntemporary metered connection to this point of supply andwill be liable for the expenditure resulting from the supply.

Item Not Priced

H Clause 6.3 - Telecommunication facilities Item Not Priced

J Clause 6.4 - Ablution facilities Item Not Priced

Prime cost amounts

K Clause 7.1 - Responsibility for prime cost amounts Item Not Priced

Special attendance on n/s subcontractors

L Clause 8.1 - Special attendance Item Not Priced

General

M Clause 9.1 - Protection of the works Item Not Priced

N Clause 9.2 - Protection/isolation of existing/sectionallyoccupied works Item Not Priced


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A Clause 9.3 - Security of the works Item Not Priced

B Clause 9.4 - Notice before covering work Item Not Priced

C Clause 9.5 - Disturbance Item Not Priced

D Clause 9.6 - Environmental disturbance Item Not Priced

E Clause 9.7 - Works cleaning and clearing Item Not Priced

F Clause 9.8 - Vermin Item Not Priced

G Clause 9.9 - Overhand work Item Not Priced

Schedule of variables

Information necessary for elections and completion of thoseclauses contained in the schedule which are necessary fortender purposes is given in Section 2 : "Contract Data EC"

SECTION C: SPECIFIC PRELIMINARIES

H Where warranties for materials and/or workmanship arecalled for, the contractor shall obtain a written warranty,addressed to the employer, from the firm supplying thematerials and/or doing the work and shall deliver same tothe principal agtent on the certified completion of thecontract. The warranty shall state that workmanship,materials and installation are warranteed for a specifiedperiod from the date of final completion and that anydefects that may arise during the specified period shall bemade good at the expense of the firm supplying thematerials and/or doing the work, upon written notice to doso. The warranty will not be enforced if the work isdamaged by defects in the construction of the building inwhich case the responsibility for replacement shall restentirely with the contractor. Item Not Priced

SHOP DRAWINGS

J The contractor and/or nominated/selected sub-contractorshall prepare and submit, at his own expense, three (3)copies of shop drawings of all fabricated work, working orsetting out drawings shop details and schedules to theprincipal agent for approval prior to commencement ofmanufacture. Correction of shop drawings shall notconstitute a change in scope of work unless the contractornotifies the principal agent in writing within seven (7) daysand shall not proceed with fabrication until so authorizedby the architect. Item Not Priced


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SAMPLES

A Samples are physical examples furnished by thecontractor to illustrate materials, equipment orworkmanship and to establish standards by which the workwill be judged. The contractor shall furnish without delaysuch samples and "mock ups" as may be called for by thearchitect who may reject all material and workmanship notcorresponding with the approved samples. Samples mustbe submitted in duplicate or as instructed and must allow areasonable time for their consideration. Samples must beproperly labelled with the project name and location,contractor's name, the type, finish composition ofmaterials date of submission and the contract documentreference in which the project is identified. Item Not Priced

OVERTIME

B Should overtime be required to be worked for any reasonwhatsoever, the costs of such overtime are to be borne bythe contractor unless the principal agent has specificallyauthorized in writing, prior to the execution thereof, thatcosts for such overtime are to be borne by the employer. Item Not Priced

CO-OPERATION OF CONTRACTOR FOR COSTCONTROL

C It is specifically agreed that the contractor accepts theobligation of assisting the professional consultants inimplementing proper cost control in an effort to preventthe final building cost from exceeding the budget. It isspecifically agreed that the professionals and thecontractor will endeavour to agree and sign off variationswithin sixty days of them arising. Item Not Priced

PROPRIETARY BRANDED PRODUCTS

D The contractor shall take delivery of, handle, store, useapply and/or fix all proprietary branded products in strictaccordance with the manufacturer's instruction afterconsultation with the manufacturer's authorizedrepresentative. Item Not Priced

AS-BUILT DRAWINGS

E The position of construction breaks and the extent ofindividual concrete pours are to be recorded by thecontractor on the structural engineer's drawings and are tobe submitted to the principal agent and the structuralengineer for their records. Item Not Priced


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SITE INSTRUCTIONS

A Site instructions issued on site are to be recorded intriplicate in a site instruction book which is to bemaintained on site by the contractor. Item Not Priced

LABOUR RECORD

B At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form,reflecting the number and description of tradesmen andlabourers employed by him and all subcontractors on theworks each day. Item Not Priced

PLANT RECORD

C At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form,reflecting the number, type and capacity of all plant,excluding hand tools, currently used on the works. Item Not Priced

HEALTH AND SAFETY ACT (Act 85 of 1993)

D Compliance with the current Occupation Health and SafetyAct and all relevant and applicable regulations, especiallythe Construction Health & Safety Act, (as amended) for theduration of the contract. Item Not Priced

HIV AND AIDS POLICY

E Observation of all legislation, policies and by-lawsregulating the "AIDS" endemic and "HIV" prevention,treatment and observation. Item Not Priced

NON CESSION OF MONIES

F The contractor shall not cede nor assign his rights orclaims to any monies due or to become due under thiscontract and no purported cession or assignment will berecognised without the written consent of the employer. Item Not Priced

INSPECTION BY ARCHITECT

G The Architect shall make such visits to the Works as hemay from time to time deem necessary. In the event of anymatter arising which the Contractor considers of suchimportance that the Architect must be consulted, everyreasonable attempt shall be made by the Contractor tocommunicate with him before proceeding with the point atissue. Item Not Priced


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A It must, however, be borne in mind that the Architect isemployed, to ensure correct compliance with the terms ofthis contract, proper building procedures in accordancewith the best traditions of the various trades and adequatefinishes as specified and to his satisfaction. The Architectis thus in no way responsible for any act or omission on thepart of the Contractor which may result in any patent orlatent defects in materials or workmanship, breach orneglect of any local regulations. The Contractor thereforeremains at all times responsible for any neglect, deviationor wrong act, whether the same be discovered before orafter the final certificate, or any other certificate is issued. Item Not Priced

SETTING OUT OF BUILDINGS

B A registered Land Surveyor shall set out the works, gatherall relevant data such as datum levels, platform heightsetc. and hand this information to the Principal Agent in anelectronic format. The contractor shall submit on a weeklybasis and updated "Schedule of Information Required" toall parties concerned, indicating dates upon which suchinformation and details are required in relation to thebuilding programme. Timeous advanced notice is to begiven by the contractor for information or drawings whichare required on site. The contractor shall be responsiblefor the timeous notification to the Quantity Surveyor toenable him to call for tenders for all work to be executedby selected sub-contractors and shall, therefore, notify thequantity surveyor in writing at least fourteen (14) days priorto required availability date of these tender documents. Noclaim whatsoever will be afterwards admitted due to thecontractor having failed to comply with this condition. Item Not Priced


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DRAWINGS AND DIMENSIONS

A Upon receipt of detail drawings for any works, thecontractor shall, before putting that work in hand, ascertainthat the dimensions given on the detail drawingscorrespond with the dimensions of any work already built.In the event of a discrepancy between the detail drawingsand the work already built, the discrepancy, shall bebrought to the principal agent's attention who shall decidethe procedure. All drawings, whatever their origin, are tobe issued to the site, or to any other designated person orpersons, only through the principal agent's office and shallbear the principal agent's office stamp and signature. Anup to date register of all drawings issued to the contractorshall be kept on the works. Any other drawings used on thesite will be used at the contractor's risk and should anywork be incorrect due to the use of unauthorised drawings,the cost of rectifying such work shall be for the contractor'saccount. All drawings used on the works shall be properlymounted on suitable sheet material, or otherwiseprotected and kept in good condition. Any drawingsbecoming bleached or otherwise obscured so that theycannot be properly read shall be returned to the principalagent for replacement, as any errors due to misreading ofdamaged or obscured drawings shall be made good by thecontractor at his own expense. Item Not Priced

INJURY TO PERSONS OR PROPERTY

B The Contractor shall in terms of the Compensation forOccupational Injuries and Diseases Act, 1993 (Act 130,1993) (COID Act) be registered with the Director Generalof the Department of Labour as an Employer by the namein which the accepted tender was submitted and for theintended line of business pertaining to the Contract and therelevant COID Act Section 83 Assessments shall be keptfully paid up throughout the duration of the Contract. TheContractor must allow under this clause for allrequirements as specified in the Compensation forOccupational Injuries and Diseases Act, 1993 (Act 130,1993) and must fully adhere to all requirements and shouldallow to comply with all the relevant Legislation, as well asC.S.I.R Internal Services Health and Safety Specification -Annexure A. A safety audit will be done on a regular basisof all requirements. Item Not Priced


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MEDIA RELEASES, ADVERTISING, ETC

A All right of publication of articles in the media, together withany advertising relating to, or in any way connected withthis project shall vest in the employer. The contractor,together with his sub-contractors shall not, without thewritten consent of the employer, cause any statement oradvertisement to be printed, screened or aired by themedia. Item Not Priced

SECURITY

B The site is within a security village. The contractor will besubject to the rules of the estate as it may apply andchange from time to time. Working hours are restricted.The current allpicable rules form part of this tenderdocument and is attached. Workers, supervisors,suppliers, sub-contractors may be required to register andpay for a contractor's access card Item Not Priced

PRIME COST AMOUNTS

C Notwithstanding any information to the contrary in thecontract document or preliminaries, references to "PrimeCost" or "PC" shall mean the cost at which an item ormaterial is obtained inclusive of delivery to site andexclusive of value added tax. Unless otherwise statedinstallation is not included in the Prime Cost and thecontractor is to include this in his rate. The prime Costdoes not include any allowance for wastage and refers tocost per net measurable unit. The contractor is to allow forwastage, shrinkage, bulking etc. Item Not Priced


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Section No. 1

SECTION 4A - PRELIMINARIES

Bill No. 1

Preliminaries

SUMMARY

Page AmountNo

Total Brought Forward from Page No. -1- Not Priced

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-3- Not Priced

-4- Not Priced

-5- Not Priced

-6- Not Priced

-7- Not Priced

-8- Not Priced

-9- Not Priced

-10- Not Priced

-11- Not Priced

-12- Not Priced

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BILL NO 1

ALTERATIONS

SUPPLEMENTARY PREAMBLES

View site

Before submitting his tender the contractor shall visit the siteand satisfy himself as to the nature and extent of the work to bedone and the value of the materials contained in the buildingsor portions of the buildings to be demolished. No claim for anyvariations of the contract sum in respect of the nature andextent of the work or of inferior or damaged materials will beentertained

General

Water supply pipes and other piping that may be encounteredand found necessary to disconnect or cut, shall be effectuallystopped off or grubbed up and removed, and any newconnections that may be necessary shall be made with properfittings, to the satisfaction of the principal agent

Making good of finishes shall include making good of the brickand concrete surfaces onto which the new finishes are applied,where necessary

The contractor will be required to take all dimensions affectingthe existing buildings on the site and he will be held solelyresponsible for the accuracy of all such dimensions where usedin the manufacture of new items (doors, windows, fittings, etc)

Removing of material shall include loading and carting away toa dump-site located by the contractor. It shall include anydumping fees etc

Old materials

Old materials resulting from the alterations and demolitions areto be removed from the site unless otherwise specified

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Notices

Special care is to be experienced not to interfere unnecessarilywith any electrical or telephone installations that may be metwith and due notice is to be given to the Principal Agent whenany disconnections or removal of wires, fittings, etc arenecessary and the contractor is to afford every facility to theelectricians carrying out this work

Demolitions

All demolition work is to be carried out in accordance with theLocal By-laws and to the requirements of the requirements ofthe Local Health Authorities. The contractor is to allow forgiving notices and paying any fees related to municipalrequirements

All demolition work is to be carried out in strict accordance withthe instructions and to the satisfaction of the Principal Agent

Temporary coverings, Screens etc.

The contractor will be held responsible for any damage toproperty or goods in the existing buildings due to his not havingtaken adequate precautions, and all damage caused is to bemade good at the contractors own expense. The contractormust provide for all necessary screens, partitions, tarpaulins,barriers, signage, demarcation etc. to protect the work andprevent any nuisance from dust as may be required or directed.

Damage to persons or property

The contractor will be held responsible for any damage topersons or property and for the safety of the structures and heis to allow for protecting and indemnifying persons using theexisting buildings from injury by virtue of the buildingoperations, including providing necessary barriers, signs, etc.

Setting out

All dimensions affecting work in the existing buildings are to betaken on the site and the contractor will be responsible fortaking correct sizes of all new work, the sizes given in this billare approximate.


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Making good

Prices for all works described throughout the Bills of Quantitiesare to include for making good, whether specifically mentionedor not in all trades except Painting, unless otherwise described.

The contractor must make good to existing work damaged ordisturbed through alterations and to existing work remainingafter doors, screens, fittings, walls, etc are removed, by fitting inshort lengths of skirtings, architrave's, etc. and taking out andmaking good suspended ceilings and floors on necessaryjoists etc. Plaster finishing to walls and ceilings and renderingfloor tiles, etc, to floors for facing up walls with brickwork cut,toothed and bonded to existing with facing bricks, quarry tilesor common brickwork to receive finishing, unless otherwisedescribed

All materials in making good are to match existing and the workis to be left complete and perfect in every respect.

Fixing in position

Fixing new and re-fixing existing materials is to include forcutting and fitting over existing skirtings, cornices, quadrants,etc. or for cutting existing work and for finishing up to new andfor making good as previously described

Re-fixing existing materials is to include for all necessarycutting to suit, forming mitres, fair ends, etc, for supplying shortlengths of new materials to make up for any deficiencies andfor supplying new screws, nails, etc. as is necessary.

Junction of new and existing

Making good at junctions of new and existing works is toinclude for piercing out, cutting through and removing shortlengths of existing materials and for jointing to match existing.

Credit For old Materials

Provision is made in the final summary to quote the value ofmaterials in summary to be taken into consideration whenadjudicating the tenders. The rates below are to be free of saidvalues. Only items marked as "(Credit)" to be taken intoconsideration

DEMOLITION


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Demolish

A Ramp, as indicated at the site inspection Item Not Priced

REMOVAL OF EXISTING WORK

Cut into and remove

B Asphalt for strip footing excavations, approximately750mm wide m 381 Not Priced

MAKING GOOD OF FINISHES ETC

Making good

C Exposed removed asphalt area, with 50mm thick 20MPaconcrete infill between brickwork and existing asphalt oncompacted fill (measured elsewhere) including sealing thejoint between concrete and existing asphalt with bitumen. m 170 Not Priced


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Section No. 2

SECTION 4B - BUILDING WORKS

Bill No. 1

Alterations

SUMMARY

Page AmountNo


-15- Not Priced

-16- Not Priced

-17- Not Priced

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BILL 2

EARTHWORKS ( PROVISIONAL)


Net measurements

All units of measurement are net and no allowance have beenmade for bulking

Nature of ground

The nature of the ground is assumed to be loose sandy/ claymaterial, therefore "earth", but possibly interspersed with "hardrock" or "soft rock"

Carting away of excavated material

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building site, paying any fees levied by theauthorities including estate management, etc

EXCAVATION, FILLING, ETC OTHER THAN BULK

Excavation in earth not exceeding 2m deep

A Trenches and Holes m3 190 Not Priced

Extra over trench and hole excavations in earth forexcavation in

B Soft rock m3 19 Not Priced

C Hard rock m3 5 Not Priced

Extra over all excavations for carting away

D Surplus material from excavations and/or stock piles onsite to a dumping site located by the contractor. m3 40 Not Priced

Risk of collapse of excavations

E Sides of trench and hole excavations not exceeding 1,5mdeep m2 680 Not Priced

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Keeping excavations free of water

A Keeping excavations free of all water other thansubterranean water Item Not Priced

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 95% ModAASHTO density

B Backfilling to trenches, holes, etc m3 61 Not Priced

C Backfilling under solid floors m3 89 Not Priced

SOIL POISONING

Soil insecticide

D To bottoms and sides of trenches etc m2 816 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 2Earthworks2010J048Witbank Storage

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Section No. 2


Bill No. 2

Earthworks

SUMMARY

Page AmountNo


-20- Not Priced

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BILL 3

CONCRETE, FORMWORK ANDREINFORCEMENT


Cost of tests

The costs of making, storing and testing of concrete test cubesas required under clause 7 "Tests" of SABS 1200 G shallinclude the cost of providing cube moulds necessary for thepurpose, for testing costs and for submitting reports on thetests to the architect. The testing shall be undertaken by anindependent firm or institution nominated by the contractor tothe approval of the architect. (Test cubes are measuredseparately)

Formwork

Description of formwork shall be deemed to include use andwaste only (except where described as "left in" or "permanent"),for fitting together in the required forms, wedging, plumbing andfixing to true angles and surfaces as necessary to ensure easyrelease during stripping and for reconditioning as necessarybefore re-use

The vertical strutting shall be carried down to such constructionas is sufficiently strong to afford the required support withoutdamage and shall remain in position until the newly constructedwork is able to support itself.

Formworks to soffits of solid etc shall be deemed to be slabsnot exceeding 250mm thick unless otherwise described

Formwork to sides of bases, pile caps, ground beams, etc willonly be measured where it is prescribed by the engineer fordesign reasons. Formwork necessitated by irregularity orcollapse of excavated faces will not be measured and the costthereof shall be deemed to be included in the allowance fortaking the risk of collapse of the sides of the excavations,provision for which is made in "Earthworks"

UNREINFORCED CONCRETE

25MPa/19mm concrete

A Surface beds m3 53 Not Priced

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REINFORCED CONCRETE

Design and supply of in-situ concrete slabs andcomplementary concrete works, including propping ofslabs, reinforcing, concrete topping, finishing top ofsurfaces smooth with a steel trowel,

Design to include layout drawings, reinforcing steelbending schedules, inspection prior to placing of thestructural in situ concrete topping & issuing of theengineer’s completion certificate

A quotation for the above mentioned work has beencompleted by Bladkon Projects (PTY) LTD; please contactMr.Derek Lentz on (012) 807 0212. Please note that thebidder is not at all obligated to appoint any mentionedsub-contractors and all appointments will be made asselected not nominated.

A 170mm Concrete slab, as per drawing (Total area =659m2) Item Not Priced

B Stairs and landings as per drawings Item Not Priced

C Ramps as per drawings Item Not Priced

30MPa/19mm concrete

D Strip footings and column footings m3 101 Not Priced

TEST BLOCKS

E Making and testing of three 150 x 150 x 150mm concretestrength test cubes per set No 5 Not Priced

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a steel trowel

F Surface beds, slabs, etc m2 590 Not Priced

SLEEVES

0,6mm uPVC sleeves for pipes exceeding 100mm and notexceeding 200mm diameter

G Sleeves exceeding 250mm and not exceeding 500mmlong No 5 Not Priced


- 2 3 -

REINFORCEMENT

High tensile steel reinforcement to structural concretework

A 16mm Diameter bars t 7.612 Not Priced


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Section No. 2


Bill No. 3

Concrete Formwork & Reinforcement

SUMMARY

Page AmountNo


-23- Not Priced

-24- Not Priced

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BILL 4

PRECAST CONCRETE


Sizes:

Blocks, sills, etc measured linear shall be made in suitablelengths. Large size setting out drawings shall be preparedwhere necessary and submitted to the architect for approvalbefore moulds are made

General:

Where kerbstones, blocks, etc are laid in ground descriptionsshall be deemed to include necessary excavation, filling in andramming

PRECAST CONCRETE

Precast lintels 75x110mm

A Standard precast concrete lintels m 63 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 4Precast Concrete2010J048Witbank Storage

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BILL 5

MASONRY


BRICKWORK

Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick

Hollow walls etc

Descriptions of hollow walls shall be deemed to include leavingevery fifth perpend of the bottom course of the external skinopen as a weep hole.

Walls in two skins described as "bagged and sealed" shall bedeemed to include having the outer face of the inner skinbagged with 1:6 cement and sand mixture and sealed with twocoats "Brixeal" bitumen emulsion waterproofing coating.

Face bricks

Face Bricks shall be ordered timeously to obtain uniformity insize and colour. Face Bricks to be selected from three palletssimultaneosly to avoid to ensure uniformity of colour.

Pointing

Descriptions of recessed pointing to fair face brickwork andface brickwork shall be deemed to include square recessed,hollow recessed, weathered pointing, etc

FOUNDATIONS

Brickwork of NFP bricks in class II mortar

A 230m Brick walls m2 196 Not Priced

SUPERSTRUCTURE

Brickwork in NFP bricks in class II mortar

B 115mm walls m2 17 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 5Masonry2010J048Witbank Storage

- 2 7 -

A 230mm Walls m2 1,925 Not Priced

Brickwork in 290 X 140 X 90mm X 7MPa hollow concreteblocks (Maxi - brick) in class II mortar

B Single skin walls m2 326 Not Priced

BRICKWORK SUNDRIES

Brickwork reinforcement

C 75mm Wide reinforcement built in horizontally m 1,390 Not Priced

D 150mm Wide reinforcement built in horizontally m 4,524 Not Priced

Turning pieces

E 115mm Wide turning piece to lintels etc m 99 Not Priced

Fairface

F Extra over ordinary brickwork for flush pointing tohorizontal and vertical joints m2 2,266 Not Priced

FACE BRICKWORK

Semi -Facebrick with square recessed horizontal andvertical joints pointed maximum 10mm deep. (PC amount =R2000.00/1000 bricks)

G Extra over brickwork for face brickwork in foundations m2 106 Not Priced

H Extra over brickwork for face brickwork m2 1,469 Not Priced

J Extra over brickwork for brick-on-end soldier course, with25mm gaps between as per drawings attached m 128 Not Priced

K Extra over brickwork for brick-on-edge header coursecoping exposed on 220mm top and two 110mm ends. m 41 Not Priced

L Extra over brickwork for brick-on-edge window sill setsloping m 4 Not Priced

M Extra over brickwork for brick-on-edge lintel exposed on220mm soffit and 110mm face m 101 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 5Masonry2010J048Witbank Storage

- 2 8 -

Section No. 2


Bill No. 5

Masonry

SUMMARY

Page AmountNo


-28- Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 5Masonry2010J048Witbank Storage

- 2 9 -


BILL 6

WATERPROOFING


Waterproofing

Waterproofing of roofs, basements, etc shall be laid under a tenyear guarantee. Waterproofing to roofs shall be laid to evenfalls to outlets etc with necessary ridges, hips and valleys.Descriptions of sheet or membrane waterproofing shall bedeemed to include additional labour to turn-ups and turn-downs

DAMP-PROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brickgrip DPC"embossed damp proof course.

A In walls m2 105 Not Priced

B Under Cills m2 1 Not Priced

One layer of 250 micron "Gunplas USB Green " waterproofsheeting sealed at laps with "Gunplas Pressure SensitiveTape".

C Under Floors m2 590 Not Priced

JOINT SEALANTS ETC

Silicone sealing compound including backing cord, bondbreaker, primer, etc

D 5 x 10mm In joints between tiles and sanitary fitting orworktop, etc m 1 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 6Waterproofing2010J048Witbank Storage

- 3 0 -

Item Unit Quantity Rate AmountNo

BILL 7

ROOF COVERINGS ETC

PROFILED METAL SHEETING ANDACCESSORIES

0.58mm IBR roof sheeting pre-painted on both sideswith Charcoal coloured Globalcoat Silicone modifiedpolyester / Chromadek, fixed with no 14 Topspeed HexHead screws with neoprene gasket washers at 600mmcentres to specification to timber purlins (purlinselsewhere).

A Roof sheeting with no end laps and pitch not exceeding25 degrees, including approved side lap sealant m2 705 Not Priced

SHEET METAL FLASHINGS, LININGS,COPINGS, ETC

Galvanized sheet iron:

B 0.6mm Chromadek sheet iron (dove grey) headwall andcover flashing including cranking up of sheeting,profiled closer, neoprene gasket and grinding into andsealant against facebrick. m 134 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 7Roof Covering2010J048Witbank Storage

- 3 1 -


BILL 8

CARPENTRY AND JOINERY


Roofs

Roof trusses to be designed and constructed with soft woodstructural timber to include for live loads, wind loads and to taketile roof covering, purlins and fibre cement of gysumplasterboard ceilings with brandering. Each roof truss shallhave all its members accurately cut and close butted togetherand rigidly fixed by CSIR approved patented galvanized metalspiked connectors, fixed on both sides of each intersection byan approved method, all in accordance with the manufacturer'sinstructions.

The design, manufacture and transportation of the roof trusses,bracing, etc. shall be under the control of a registered Engineerin accordance with SABS 0243 and it shall be required from themanufacturer of the trusses to lodge a written guarantee thathis construction has been designed by a qualified StructuralEngineer and that he is in possession of a capability certificateissued by the Institute for Timber Construction an approved bythe Repressentative/agent.

The tenderer's attention is drawn to the fact that the tenderdrawings only represent the overall size and bearing points ofthe trusses and not the required design.

Erection must be carried out as described in "The Erection andBracing of Timber Roof Trusses" published by the Truss PlateAssociation of South Africa Ltd. and the National TimberResearch Institute, CSIR.

Descriptions of roof trusses shall be deemed to include fordesigh, manufacture, supply, hoisting and fixing in position,trimming ends, notching, etc. and for any temporary bracing.

ROOF CONSTRUCTION

SABS treated structural SA pine

A 114 x 38mm Wall plate m 259 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 8Carpentry & Joinery2010J048Witbank Storage

- 3 2 -

A 50 x 76mm Purlins m 778 Not Priced

B 152 x 38mm Rafter 3990mm long, built into brickwork onboth ends. No 162 Not Priced

C 152 x 38mm Rafter 2500mm long, built into brickwork onboth ends. No 82 Not Priced

Sundries

D Two coats creosote to sawn timbers m2 180 Not Priced

E Splay cut end to 50 x 152mm rafter No 180 Not Priced

DOORS AND FRAMES ETC

Meranti framed, braced and ledged door hung to steelframes (Elsewhere)

F 40mm Single door, size 813 x 2076mm high overall - referdrawing attached - D5 No 1 800.00 800.00

Semi-solid flush panel door with masonite veneer hung tosteel door frames (Elsewhere)

G 40mm Single door size 813 x 2032mm high overall - referdrawing attached - D6 No 2 800.00 1,600.00

Carried to Collection R 2,400.00Section No. 2SECTION 4B - BUILDING WORKSBill No. 8Carpentry & Joinery2010J048Witbank Storage

- 3 3 -

Section No. 2


Bill No. 8

Carpentry & Joinery

SUMMARY

Page AmountNo


-33- 2,400.00

Carried Forward to Summary of Section No. 2 R 2,400.00Section No. 2SECTION 4B - BUILDING WORKSBill No. 8Carpentry & Joinery2010J048Witbank Storage

- 3 4 -


BILL 9

CEILINGS, PARTITIONS AND ACCESSFLOORING


Descriptions:

Items described as "nailed" shall be deemed to be fixed withhardened steel nails or pins or shot pinned to brickwork orconcrete or Bolted to steel trusses.

Items described as "plugged" shall be deemed to includescrewing to fibre, plastic or metal plugs at not exceeding600mm centres, and where described as "bolted" the boltshave been given elsewhere

CEILINGS

Gypsum Ceilings

A 6.4mm Gypsum plaster board ceiling, with bishoff stripsfixed to and including 38 x 38mm brandering at 400mmcenters. m2 112 Not Priced

Cornices

B 75mm Gypsum coved cornice m 154 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 9Ceilings Partitions and Access Flooring2010J048Witbank Storage

- 3 5 -


BILL 10

IRONMONGERY

HANDLE & LOCKS

Brass / Chromium Plated

A Cylinder lockset and handle (PC of R500.00 each) No 3 Not Priced

BATHROOM FITTINGS

Accessories

B Toilet roll holders (PC Amount R 50.00) No 1 Not Priced

C Soapdish (PC Amount R 50.00) No 1 Not Priced

D Towel rail (PC Amount R 50.00) No 1 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 10Ironmongery2010J048Witbank Storage

- 3 6 -


BILL 11

METALWORK

SUPPLEMENTARY PREAMBLES.

Hot dip galvanising of mildsteel by single immersion ofcomponents to be in accordance with SANS 121 (ISO 1461)standards as set out by the Hot Dip Galvanizers Association ofSouthern Africa (Tel: 011-458 7900). Care must be taken not todamage galvanizing or necessitate welding over galvanizedareas since touch-up or repairing and spray painting with silverpaint will not be accepted.

MILD STEEL WINDOWS, DOORS, ETC

Standard mild steel residential windows

A Window size 1022 x 949mm overall consisting of 3 panelsincluding adjustable friction stay and window catch . Referdrawing attached - W1 No 3 Not Priced

B Window size 533 x 949mm overall consisting of 2 panelsincluding adjustable friction stay and window catch . Referdrawing attached - W2 No 1 Not Priced

1.6mm Mild steel combination door and frame

C 813 X 2032mm Door and frame including hinges, and ahorizontal barrel bolt suitable to be locked by a generalpadlock. Refer drawing attached - D3 & D4 No 56 Not Priced

1.6mm single rebated mild steel doors frames,

D Frame for single door size 813 X 2076mm in 220mm wall.Refer drawing attached - D5 No 1 Not Priced

E Frame for single door size 813 X 2032mm in 110mm wall.Refer drawing attached - D6 No 2 Not Priced

STEEL ROLLER SHUTTERS ETC

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 11Metalwork2010J048Witbank Storage

- 3 7 -

Manual push up roller shutter door fixed to brickwork,including frame, canopy cover, a hasp and staple or barrelbolt suitable for use with a padlock, and finished with"Chromadek" (Colour Dove grey). All installationsaccording to manufacturers instructions.

A Roller shutter for 2400 x 2100mm high opening - referdrawing attached - D1 No 4 Not Priced

B Roller shutter for 2400 x 2508mm high opening - referdrawing attached - D2 No 16 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 11Metalwork2010J048Witbank Storage

- 3 8 -

Section No. 2


Bill No. 11

Metalwork

SUMMARY

Page AmountNo


-38- Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 11Metalwork2010J048Witbank Storage

- 3 9 -


BILL 12

PLASTERING

GRANOLITHIC

Untinted granolithic, on concrete

A 50mm Thick on treads m2 8 120.00 960.00

B 50mm Thick on floors and landings m2 11 Not Priced

C Set of grooves on top of treads m 14 Not Priced

SCREEDS

1:4 Cement screeds wood floated on concrete

D 25mm Thick on floors m2 14 Not Priced

INTERNAL PLASTER

Steel floated cement plaster on brickwork

E On walls m2 86 65.00 5,590.00

F On narrow widths m2 3 75.00 225.00

Carried Forward to Summary of Section No. 2 R 6,775.00Section No. 2SECTION 4B - BUILDING WORKSBill No. 12Plastering2010J048Witbank Storage

- 4 0 -


BILL 13

PLUMBING AND DRAINAGE(PROVISIONAL)


uPVC pipes and fittings:

Soil, waste and vent pipes and fittings shall be solvent weldjointed

uPVC pressure pipes and fittings:

Pipes for water supply shall be of the class stated

Pipes of 40mm diameter and smaller shall be plain ended withsolvent welded uPVC loose sockets and fittings

Pipes of 50mm diameter and greater shall have sockets andspigots with push in type integral rubber ring joints. Bends shallbe uPVC and all other fittings shall be cast iron, all with similarpush-in type joints

Copper pipes:

Pipes shall be hard drawn and half-hard pipes of the classstated. Class 0 (thin walled hard drawn) pipes shall not bebent. Class 1 (thin walled half-hard), class 2 (half-hard) andclass 3 (heavy walled half-hard) pipes shall only be bent withbenders with inner and outer formers. Fittings to copper waste,vent and anti-syphon pipes, capillary solder fittings andcompression fittings shall be "Cobra Watertech" type. Capillarysolder fittings shall comply with ISO 2016. Only compressionfittings shall be used in walls or in ground

Reducing fittings

Where fittings have reducing ends or branches they aredescribed as "reducing". In the case of pipes with diametersnot exceeding 60mm only the largest end or branch size isgiven. Should the contractor wish to use other fittings andbushes or reducers he may do so on the understanding that noclaim in this regard will be entertained. In the case of pipeswith diameters exceeding 60mm all sizes are given and noclaim for extra bushes, reducers, etc will be entertained

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 13Plumbing and Drainage2010J048Witbank Storage

- 4 1 -

Exposed concrete surfaces

Exposed surfaces of concrete stormwater channels, coverslabs, inspection eye marker slabs, gulley tops, cleaning eyetops, catchpits, inspection chambers, etc shall be finishedsmooth with plaster

Excavations

No claim for rock excavation will be entertained unless thecontractor has timeously notified the quantity surveyor thereofprior to backfilling

"Soft rock" and "hard rock" shall be as defined in "Earthworks"

Laying, backfilling, bedding, etc. of pipes

Pipes shall be laid and bedded and trenches shall be carefullybackfilled in accordance with manufacturers' instructions

Where no manufacturers' instructions exist pipes shall be laid inaccordance with clauses 5.1 and 5.2 of each of the following: SABS 1200 L : Medium-pressure pipelines LD : Sewers LE : Stormwater drainage Pipe trenches etc shall be backfilled in accordance with clauses3, 5.5, 5.6, 5.7 and 7 of SABS 1200 DB : Earthworks (Pipe trenches) Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1,5.1 to 5.3 and 7 of SABS 1200 LB : Bedding (Pipes). Unless otherwise described bedding of rigid pipes shall beclass B bedding

Wire gratings

Descriptions of gutter outlets etc shall be deemed to includewire balloon gratings

Flush pans

Flush pans shall have straight or side outlets and "P" or "S"traps as necessary

Stainless steelbasins, sinks, wash troughs, urinals, etc.

Units shall have standard aprons on all exposed edges andtiling keys against walls where applicable


- 4 2 -

Waste unions

Descriptions of waste unions shall be deemed to include rubberor vulcanite plugs and chains fixed to fittings

Steel sectional water tanks

Tanks shall comply with SABS CKS 114

Rainwater disposal

Description of "suspended" deem to include patent metalhangers as "Plumblink" Pear-shaped hanger bracket or similar of galvanised threaded rod let into soffit of concrete slab andother end fastened to galvanised strap around rainwater pipesuspended not exceeding 1m below soffit, including holes andbolting, not exceeding 1m apart.

Note

Connection from the municipal main water supply is excludedfrom this bill and included as a provisional sum (Refer toProvisional Sums Bill at the back of the document)

RAINWATER DISPOSAL

0,6mm Chromadek or similar pre-painted sheet steel / alloygutters and rainwater pipes

A Standard OG gutters m 134 Not Priced

B Extra over gutter for outlet for 85mm pipe No 8 Not Priced

C Extra over gutter for stopped end No 8 Not Priced

D 85mm Diameter rainwater pipes fixed to brickwork m 45 Not Priced

E Extra over rainwater pipe for shoe No 8 Not Priced

F Extra over rainwater pipe for eaves or plinth offset No 8 Not Priced

SOIL DRAINAGE (PROVISIONAL)

Concrete gulleys with cast Iron Grid

G Gulley not exceeding 500mm deep No 1 Not Priced


- 4 3 -

Underground quality PVC pipes

A 110mm pipes laid in trenches not exceeding 1.00m deep, m 13 Not Priced

B Extra over 110mm pipes laid in trenches for cutting intoand removing existing asphalt m 13 Not Priced

C Extra Over 110mm pipes laid in trenches for making goodabove trench area, with 50mm concrete infill oncompacted filling (measured elsewhere), including sealingthe joint between concrete and existing asphalt withbitumen. m 13 Not Priced

Extra over PVC pipes for fittings

D 110mm ABC cleaning eye in end of pipe No 1 Not Priced

E 110mm Bend No 3 Not Priced

F 110mm Access junction No 1 Not Priced

G 110mm Access pipe No 2 Not Priced

Concrete encasement

H Encase soil pipe in 300 x 300 x 20MPa concrete including3 x Y10 top rebar and 3 x Y 10 bottom rebar and R 8Stirrups @ 500c/c m 1 Not Priced

SANITARY FITTINGS, ETC

NOTE: Prime Cost (PC) Amounts below include wastefittings, connectors, traps, ballcocks etc. Contractor toallow for taking delivery, installation, testing,commissioning

Stainless Steel

J 450mm Drop-in prep bowl (PC of R1,000.00) No 1 Not Priced

White Vitreous China

K Close coupled WC suite with toilet seat (PC of R 2,000.00) No 1 Not Priced

L Wash hand basin on pedastal (PC of R1,500.00) No 1 Not Priced

TAPS, VALVES, ETC


- 4 4 -

NOTE: Prime Cost (PC) Amounts below include delivery, Contractor to allow for taking delivery, installation, testingand commissioning

Chromium Plated

A 15mm Topfix WHB or prep bowl Mixer (PC of R1,000.00each) No 2 Not Priced

B 15mm Bibtaps ( PC of R 100.00 each) No 1 Not Priced

SANITARY PLUMBING

Waste water removal system from sanitary fitting toconnection with external sewer system / discharge intogulley, including testing of system.

C For one cluster servicing 1 x WHB, 1 X Prep bowl and 1 xWC No 1 Not Priced

WATER SUPPLIES

Water supply in Galvanized mild steel or Class 2 Copper orNHBRC approved alternative piping from point of entryinto building up to termination at sanitary fitting, includingtesting

D For one cluster servicing 1 x WHB, 1 X Prep bowl, 1 x WCand 1 X Bib tap at the gulley No 1 Not Priced


- 4 5 -

Section No. 2


Bill No. 13

Plumbing and Drainage

SUMMARY

Page AmountNo


-42- Not Priced

-43- Not Priced

-44- Not Priced

-45- Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 13Plumbing and Drainage2010J048Witbank Storage

- 4 6 -


BILL 14

TILING


WALL TILING

Provide the Prime Cost amount of R100,00/m² for 300 x300mm non-slip ceramic floor tiles, flush pointed withtinted jointing compound.

A In splashbacks m2 2 Not Priced

B Cut tile skirting 100mm high m 21 Not Priced

FLOOR TILING

Provide the Prime Cost amount of R150,00/m² for 300 x300mm non-slip ceramic floor tiles, flush pointed withtinted jointing compound.

C On floors m2 14 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 14Tiling2010J048Witbank Storage

- 4 7 -


BILL 15

GLAZING


Float glass

The term "float glass" is used for monolithic annealed glass

GLAZING TO STEEL WITH PUTTY

4mm Clear float glass

A Panes not exceeding 0,1m² m2 1 Not Priced

TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors withpolished edges holed for and fixed with chromium plateddome capped mirror screws with rubber buffers to plugs inbrickwork or concrete

B Mirror 400x600mm high No 1 Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 15Glazing2010J048Witbank Storage

- 4 8 -


BILL 16

PAINTWORK

PAINTWORK ETC TO NEW WORK

ON PLASTERBOARD

One coat primer and two coats "Dulux Trade 65" PVAemulsion paint in colours which have a value of 7 or lesson the Munsell system in accordance with SABS 1091

A On ceilings and cornices m2 127 Not Priced

ON FLOATED PLASTER

One coat primer and two coats "Dulux Trade 100" orsimilar approved PVA emulsion paint in colours whichhave a value of 7 or less on the Munsell system inaccordance with SABS 1091

B On internal walls m2 86 36.00 3,096.00

ON WOOD

One coat acrylic wood primer and three coats "Dulux pearlglo" super acrylic pva white.

C On doors and door frames m2 11 44.00 484.00

Carried Forward to Summary of Section No. 2 R 3,580.00Section No. 2SECTION 4B - BUILDING WORKSBill No. 16Painting2010J048Witbank Storage

- 4 9 -


BILL 17

EXTERNAL WORK

BOUNDARY WALL

The following in boundary wall construction:

REMOVAL OF EXISTING WORK

Cut into and remove

A Asphalt for strip footing excavations, approximately750mm wide m 126 Not Priced

MAKING GOOD OF FINISHES ETC

Making good

B Exposed removed asphalt area, with 50mm thick 20MPaconcrete infill between brickwork and existing asphalt oncompacted fill (measured elsewhere) including sealing thejoint between concrete and existing asphalt with bitumen. m 126 Not Priced

EXCAVATION, FILLING, ETC OTHER THAN BULK

Excavation in earth not exceeding 2m deep

C Trenches and Holes m3 38 Not Priced

Extra over trench and hole excavations in earth forexcavation in

D Hard rock m3 2 Not Priced

E Soft rock m3 4 Not Priced

Risk of collapse of excavations

F Sides of trench and hole excavations not exceeding 1,5mdeep m2 126 Not Priced

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 95% ModAASHTO density

G Backfilling to trenches, holes, etc m3 12 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 17External Works2010J048Witbank Storage

- 5 0 -

REINFORCED CONCRETE

30MPa/19mm concrete

A Strip footings and column footings m3 19 Not Priced

REINFORCEMENT

High tensile steel reinforcement to structural concretework

B 10mm Diameter bars t 0.095 Not Priced

FOUNDATIONS

Brickwork of NFP bricks in class II mortar

C 230m Brick walls m2 32 Not Priced

SUPERSTRUCTURE

Brickwork in NFP bricks in class II mortar

D 230mm Walls m2 50 Not Priced

FACE BRICKWORK

Semi -Facebrick with square recessed horizontal andvertical joints pointed maximum 10mm deep. (PC amount =R2000.00/1000 bricks)

E 115mm Staggered face brick wall, as per design. m2 184 Not Priced

F Extra over brickwork for face brickwork in foundations m2 12 Not Priced

G Extra over brickwork for face brickwork m2 101 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 17External Works2010J048Witbank Storage

- 5 1 -

Section No. 2


Bill No. 17

External Works

SUMMARY

Page AmountNo


-51- Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 17External Works2010J048Witbank Storage

- 5 2 -

Item Unit Quantity Rate AmountNo

BILL 18

ELECTRICAL INSTALLATION


Specifications and drawings

The entire electrical installation shall be completed inaccordance to latest edition of SANS 0142.The work shall be carried out by a qualified electricianreigistered by the Electrical Contracting Board of SouthAfrica in terms of regulation 6(2) of the Electrical InstallationRegulations, 2009

Distribution Boards

Rates for the distribution boards etc are to include forbusbars,neutral bars, internal wiring and connections.

Switches

Rates for switches, socket outlets, etc are to include foroutlet boxes, screawing to outlet boxes, connecting up andcover plates

Light fittings

Light fittings are to include for hanging, fixing andconnecting of fittings

Wiring and conduit

Wiring and conduit shall be deemed to be included in therates.

Testing and commisioning

The contractor shall ensure that the electrical installationhas fufilled all the requirements set out by the regulationsand associations stated.

Apon completion the contractor will apply and hand over tothe principal agent the original certificate of compliance.

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 18Electrical2010J048Witbank Storage

- 5 3 -

Note:

Electrical connection to the municipal supply, includingprimary and secondary supply cabling is excluded from thisbill and included as a provisional sum (Refer to ProvisionalSums Bill at the back of the document)

INTERNAL ELECTRICAL INSTALLATION

Distribution Boards

A Main distribution board No 1 Not Priced

B Distribution board for block A (South Wing) No 1 Not Priced

C Distribution board for block A (North wing) No 1 Not Priced

Internal light fittings, including light fitting (PC =R100.00 excluding VAT per fitting including energysaver lamps), slab boxes, wiring and conduit asrequired.

D Wall mounted light No 48 Not Priced

E Ceiling mounted light No 40 Not Priced

External light fittings, including light fitting (PC =R100.00 excluding VAT per fitting including energysaver lamps), slab boxes, wiring and conduit asrequired.

F Wall mounted light No 20 Not Priced

Two-way light switches, including switch fitting,wallboxes, wiring and conduit as required

G Waterproof light switch No 6 Not Priced

Waterproof sockets, including switch fitting,wall boxes,wiring and conduit as required

H Double socket No 12 Not Priced

Carried to Collection R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 18Electrical2010J048Witbank Storage

- 5 4 -

Section No. 2


Bill No. 18

Electrical

SUMMARY

Page AmountNo


-54- Not Priced

Carried Forward to Summary of Section No. 2 R Not PricedSection No. 2SECTION 4B - BUILDING WORKSBill No. 18Electrical2010J048Witbank Storage

- 5 5 -

Section No. 2


SECTION SUMMARY - SECTION 4B - BUILDING WORKS

Bill Page AmountNo No

1 -18- Not PricedAlterations

2 -21- Not PricedEarthworks

3 -25- Not PricedConcrete Formwork & Reinforcement

4 -26- Not PricedPrecast Concrete

5 -29- Not PricedMasonry

6 -30- Not PricedWaterproofing

7 -31- Not PricedRoof Covering

8 -34- 2,400.00Carpentry & Joinery

9 -35- Not PricedCeilings Partitions and Access Flooring

10 -36- Not PricedIronmongery

11 -39- Not PricedMetalwork

12 -40- 6,775.00Plastering

13 -46- Not PricedPlumbing and Drainage

14 -47- Not PricedTiling

15 -48- Not PricedGlazing

16 -49- 3,580.00Painting

17 -52- Not PricedExternal Works

18 -55- Not PricedElectrical

Carried to Final Summary R 12,755.00Section No. 2SECTION 4B - BUILDING WORKS2010J048Witbank Storage

- 5 6 -


BILL 1

PROVISIONAL SUMS

Note:

All cost price items and provisional sums will be nett and noBuilder's discount will be applicable

BUDGETARY ALLOWANCES

Budgetary amount

A Allow the budgetary amount of R 25,000 for builders workto be quantified Item 25,000.00

Contingencies

B Allow the amount of R 50,000 for contingencies. Item 50,000.00

BUILDERS WORK

Balustrades

C Allow the amount of R 15,000.00 for design, supply andinstallation of painted steel balustrades. Item 15,000.00

D Profit Item Not Priced

E Attendance Item Not Priced

Joinery and cabinets

F Allow the amount of R 10,000.00 for the guard house top Item 10,000.00

G Profit Item Not Priced

H Attendance Item Not Priced

Signage

J Allow the amount of R 15,000.00 for the internal andexternal signage Item 15,000.00

K Profit Item Not Priced

L Attendance Item Not Priced

Carried to Collection R 115,000.00Section No. 3SECTION 4C - PROVISIONAL SUMSBill No. 1Provisional Sums2010J048Witbank Storage

- 5 7 -

Waterproofing

A Allow the amount of R 15,000.00 for waterproofing ofstairs, landings and ramps Item 15,000.00

B Profit Item Not Priced

C Attendance Item Not Priced

ELECTRICAL WORK

External Electrical Supply Cables

D Allow the amount of R 60,000.00 for the primary andsecondary electrical supply cables and connection costs. Item 40,000.00

E Profit Item Not Priced

F Attendance Item Not Priced

Security system

G Allow the amount of R 80,000.00 for Security systemincluding a bio-metric system, arlam system andmovement sensors Item 80,000.00

H Profit Item Not Priced

J Attendance Item Not Priced

EXTERNAL WORK

Water supply and reticulation

K Allow the amount of R 15,000.00 for water supply mains,site reticulation and garden taps, etc

Item 15,000.00

L Profit Item Not Priced

M Attendance Item Not Priced

Fire protection

N Allow the amount of R 50,000.00 for hose reels, watersupply, extinguishes and fire signage. Item 50,000.00

P Profit Item Not Priced

Q Attendance Item Not Priced


- 5 8 -

Electrical Fence

A Allow the amount of R 20,000.00 for electrical fence to theboundary wall

Item 20,000.00

B Profit Item Not Priced

C Attendance Item Not Priced

Gates

D Allow the amount of R 30,000.00 for motor operated gateto entrance and gates to all openings at the guard house Item 30,000.00

E Profit Item Not Priced

F Attendance Item Not Priced


- 5 9 -

Section No. 3

SECTION 4C - PROVISIONAL SUMS

Bill No. 1

Provisional Sums

SUMMARY

Page AmountNo

Total Brought Forward from Page No. -57- 115,000.00

-58- 200,000.00

-59- 50,000.00

Carried to Final Summary R 365,000.00Section No. 3SECTION 4C - PROVISIONAL SUMSBill No. 1Provisional Sums2010J048Witbank Storage

- 6 0 -

FINAL SUMMARY

Section Page AmountNo No

1 -13- Not PricedSECTION 4A - PRELIMINARIES

2 -56- 12,755.00SECTION 4B - BUILDING WORKS

3 -60- 365,000.00SECTION 4C - PROVISIONAL SUMS

Less credit for old materials listed in Bill 1 Alterations Item Not Priced

Sub-total R 377,755.00

Add: VAT @ 14% R 52,885.70

Carried to Form of Tender R 430,640.70

2010J048Witbank Storage

- 6 1 -

SECTION 5

JBCC FORM OF TENDER

SECTION 6

DRAWINGS