GYM FOR PLANET FITNESS - DMS QS ON ORANGE TENDER DOCUMENT...PLUMBING AND DRAINAGE FOR GYM FOR PLANET FITNESS IN 15 ON ORANGE CAPE TOWN FOR A MILLION UP INVESTMENS 105(PTY) LTD AUGUST

PLUMBING AND DRAINAGE N/S SUBCONTRACT

FOR

GYM FOR PLANET FITNESS

2010J027

PROVISIONAL BILLS OF QUANTITIES

FOR

PLUMBING AND DRAINAGE N/S SUBCONTRACT

FOR


IN

15 ON ORANGE CAPE TOWN

FOR

A MILLION UP INVESTMENS 105(PTY) LTD

SEPTEMBER 2010

2010J027

PLUMBING AND DRAINAGE

FOR


IN

15 ON ORANGE

CAPE TOWN

FOR

A MILLION UP INVESTMENS 105(PTY) LTD

AUGUST 2010 CLIENT PRINCIPAL AGENT A Million Up Investments 105(Pty) Ltd TC Design Architects P.O. Box 786835 P.O. Box 1035 Sandton Houghton 2146 2041 Tel : 011 884 2536 Tel : 011-252 0700 Fax : 011 884 7301 Fax : 011-447 1459 E-mail : [email protected] E-mail : [email protected] ARCHITECT ELECTRICAL ENGINEER TC Design Architects Ing Plan Gauteng (Pty) Ltd P.O. Box 1035 P.O. Box 35585 Houghton Menlopark 2041 0102 Tel : 011-252 0700 Tel : 012 658 0685 Fax : 011-447 1459 Fax : 012 658 0684 E-mail : [email protected] E-mail : [email protected]

mailto:[email protected]




QUANTITY SURVEYOR MECHANICAL ENGINEER Development Management Services (Pty) Ltd Mekan Consulting Engineers (Pty) Ltd P.O. Box 75891 P.O. Box 8338 Lynnwood Ridge Halfway House Pretoria 1685 0040 Tel : 012-807 2501 Tel : 011-318 0111 Fax : 012-807 0733 Fax : 011-318 0114 E-mail : [email protected] E-mail : [email protected] WET SERVICES CONSULTANTS FIRE ENGINEERS WSP Consulting Engineers Keith fletcher & Associates P.O. Box 2613 4 Quebec Road Cape Town Campus Bay 8001 0885 Tel : 021 481 8700 Tel : 021 438 5047 Fax : 021 481 8799 Fax : E-mail : [email protected] E-mail : [email protected]





INDEX

PAGE NO. SECTION 1: NOTES TO TENDERS SECTION 2: BILLS OF QUANTITIES PRELIMINARIES

PLUMBING AND DRAINAGE FINAL SUMMARY

SECTION 3: TENDER FORM ANNEXURES ANNEXURE A : PRINCIPAL BUILDING AGREEMENT

ANNEXURE B : OCCUPATIONAL HEALTH AND SAFETY ACT FORM

ANNEXURE C : AUTHORITY TO SIGN DOCUMENTS ANNEXURE D : FORM OF INDEMNITY

ANNEXURE E : DRAWINGS

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 instructions whatsoever will be admitted by reason of the Contractor having failed to comply with the foregoing writing as the case may be. No liability 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. 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.

SECTION A

NOTES TO TENDERERS

NOTES TO TENDERERS

1. SCOPE OF WORKS The description hereunder is a general guide only and the Tenderer is referred to the Architect’s drawings for tender purposes. No liability will be accepted should the information provided be misconstrued. The work consists of the design, supply and installation of Plumbing and drainage to the gym for Planet Fitness. 2. COMPLETE INFORMATION The pages of these Bills of Quantities are numbered consecutively. The Tenderer shall check the numbers of the pages and should any be missing or duplicated, or the reproduction be indistinct, or if any doubt exists as to the full intent or meaning of any description or these Bills of Quantities contain any obvious errors, the Tenderer shall notify the Principal Agent forthwith who shall promptly give a written directive. No liability whatsoever will be admitted in respect of errors in any tender due to the abovementioned causes. On no account should the document be used for placing orders for materials, the Tenderer does so at his own risk and shall not be reimbursed for additional costs incurred. 3. CONTRACT DRAWINGS In order to assist Tenderers, the following contract drawings are issued with the bills of quantities.

No Rev No Rev No Rev

355_PL_001 B

These drawings illustrate only the broad scope of the work to be done. The drawings do not purport to show the exact nature of the work and no claims in this connection will be entertained. 4. AQUAINTANCE WITH TENDER DOCUMENTS By submission of a tender, the Tenderer will be deemed to have acquainted himself fully with the tender documents, local authority requirements and by-laws, and all aspects of the work envisaged in the documents prior to pricing and submission of his tender.

5. STAMP DUTY If applicable, all stamp duties in connection with the contract shall be paid by the contractor. 6. TENDER ALL INCLUSIVE The Tenderer must allow in his tender for all labour, material, transport, handling, construction plant, temporary works, or method of construction where the method of payment allows for various methods of construction, value added tax and everything else necessary for the execution and completion of the works in accordance with the tender documents. (NHBRC levies excluded). 7. SIGNING OF TENDER The tender must be signed by a representative of the Tenderer being duly authorised to do so and the Tenderer is to attach a company resolution if applicable. 8. COSTS INCURRED BY THE TENDERER The Employer will not be responsible to pay for expenses or losses, which may be incurred by the Tenderer in the preparation of the tender or in visiting the site in connection herewith. 9. ARITHMETICAL ERRORS The Quantity Surveyor reserves the right to correct arithmetical or other errors in the extention of rates and totals in the tender. The Tenderer will be informed of the effect of any corrections prior to the signing of the contract. 10. IMBALANCE IN TENDERED RATES In the event of there being any rate or rates which are declared to be unacceptable by the Quantity Surveyor for the reasons which the Quantity Surveyor will indicate, the Tenderer will be requested to: a) Either justify and specify rate or rates, i.e. to give a financial breakdown on how

such a rate or rates were obtained or calculated, or b) Consider amending and adjusting such rate or rates while retaining the tender

amount. 11. TENDER CLOSING The tender is to be sent via E-mail to: [email protected]

Tender for: Planet Fitness Gym, 15 On Orange, Cape Town: Plumbing and drainage – N/S Subcontract.

12. CLOSING DATE OF TENDERERS Date : 30 September 2010 Time : 14:00 13. SITE INSPECTION No site inspection will be held. The tenderer is to familiarize himself with conditions on site. 14. SPECIAL SITE CONDITIONS / REQUIREMENTS The tenderer shall take note that the site is located in an existing functioning 5 Star Hotel with construction activities involving hammering, breaking etc. to be restricted to hours between 10:00 – 16:00. Also take note that limited access and parking on site exist for contractor’s vehicles. Own arrangements should be made for deliveries to co inside with the main contractor’s arrangements 15. VALUE-ADDED TAX The tendered price must include for value-added Tax (VAT). All rates in these Bills of Quantities must however be nett with VAT calculated and added to the value thereof in the Final Summary. 16. INSURANCES TO BE EFFECTED BY THE CONTRACTOR Contractor’s All Risk, Public Liability and SASRIA Insurances shall be affected by the Contractor. 17. CONTRACT PARTICULARS Project : Gym for Planet Fitness in 15 On Orange

Cape Town Tender Closing Date : 30 September 2010 Tender Closing Venue : Sent via E-mail to: [email protected] Contract Commencement Date : In accordance with main contractor’s

schedule Contract Completion Date : In accordance with main contractor’s schedule

SECTION B

MODEL PREAMBLES FOR TRADES

SECTION B MODEL PREAMBLES FOR TRADES The Model Preambles for Trades (1999 edition) as recommended and published by the Association of South African Quantity Surveyors, shall be read in conjunction with and shall apply to all items in these provisional bills of quantities. Where descriptions or supplementary preambles in these provisional bills of quantities differ from clauses contained in these Model Preambles for Trades, the descriptions or supplementary preambles in these provisional bills of quantities shall take precedence. Tenderers must take note that the abovementioned document is not bound in these provisional bills of quantities, and are referred to it for the full intent and meaning of the clauses. This document is however available for inspection at the offices of the quantity surveyor by appointment and the tenderer is advised to be fully acquainted with it prior to submitting his tender.

CONTRACT DATA - EMPLOYER (EC)

N/S SUBCONTRACT DATA – EMPLOYER

1.0 CONTRACTING AND OTHER PARTIES

1.1 Employer

[1.2] Postal address

Code

Tel Fax E-mail

Tax/VAT registration No.

Physical address

1.2 Principal Agent

[5.1] Postal address

Code 0040

Tel Fax E-mail

1.3 Agent (1)

[5.2] Agent’s service

Postal address

Code

Tel Fax E-mail

1.4 Agent (2)


Postal address

Code

Tel Fax E-mail

1.5 Agent (3)


Postal address

Code

Tel Fax E-mail

A Million Up Investments 105 (Pty) Ltd

P O Box 786835

Sandton 2146

011 884 2536 011 884 7301 chaim@quantumprops

.co.za

C/o 5th

Street & Rivonia Road, Sandton 2196

19th Floor, Sandton City Main Office Tower

P O Box 1035

011 252 0700 011 447 1459 [email protected]

TC Design Architects

Houghton

Architect

TC Design Architects

P O Box 1035

2041

011 252 0700 011 447 1459 [email protected]

Houghton

Quantity Surveyors

DMS Quantity Surveyors

P O Box 75891

0040

012 807 2500/1 086 661 3241 [email protected]

Lynnwood Ridge

Electrical Engineers

Ing Plan Gauteng (Pty) Ltd

P O Box 3581

0102

012 663 9010 012 663 5259 [email protected]

Menlopark

4030207866

2041

1.6 Agent (4)


Postal address

Code

Tel Fax E-mail

1.7 Agent (5)


Postal address

Code

Tel Fax E-mail

1.8 Agent (6)


Postal address

Code

Tel Fax E-mail

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

[5.5] Details where “yes”

1.10 The principal agent named [1.2] or agent [1.3-8] is responsible for the preparation of the

contract data and must be contacted should the subcontractor be uncertain of the information

provided or to be provided.

Mechanical Engineers

Mekan Consulting Engineers

P O Box 8338

1685

011 318 0111 011 318 0114 [email protected]

Halfway House

Wet Services Consultants

WSP Consulting Engineers

P O Box 2613

8001

021 481 8700 021 481 8799 neil.smith@wspgroup.

co.za

Cape Town

Fire Engineers

Keith Fletcher & Associates

4 Quebec Road

8005

021 438 5047 [email protected]

Camps Bay

No

2.0 CONTRACT AND SITE INFORMATION

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

[1.7]

2.2 Works identification

[1.1]

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

[15.4, 28.0]

2.4 Defined restrictions to the n/s works area. Where “yes” the specific Requirements are

[16.1] detailed in the n/s documents (yes/no)

2.5 Geotechnic investigation of the site has been undertaken where appropriate results are

[16.2] included in the n/s contract documents (yes/no)

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

[16.4] described below or detailed in the n/s contract documents

2.7 Prior work has been undertaken on the site. Where “yes” the specific requirements are

[16.5] detailed in the n/s contract documents

RSA

Complete plumbing and drainage installation on three levels,

approximately 1400 m² in extent for Planet Fitness, consisting of Wet Services,

Electrical, HVAC, finishes and sundry fittings

Yes

As approved by Principal Agent

The site is located in a building accommodating an operational five star hotel, thus

necessitating restrictions to noise and delivery of materials, as well as work outside of

working hours which The building that will not be allowed. Noisy work limited to 10:00 – 16:00

No NAA

No

Yes

No

– refer “Notes to Tenderers”

3.0 PRACTICAL COMPLETION DATES AND PENALTIES

Note: The penalty per calendar day that is applicable to the contractor is provided for the

[30.1-2] information of the subcontractor. The amount has no direct relationship to the damages

that may be due either of the contracting parties to the other

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

[24.3.1]

3.2 For the works in sections: The date for practical completion and the penalty per calender day

[24.3.1]

[28.1] Date Penalty amount

Section 1

Section 2

Section 3

Section 4

Section 5

Section 6

4.0 DOCUMENTS AND GENERAL

4.1 Construction document copies to be supplied to the contractor free of charge (No. of)

[3.7]

4.2 The n/s priced document may be used as a specification of materials and goods [3.9] and work methods (yes/no)

4.3 The subcontractor shall provide a schedule of rates (yes/no) (Addendum No.)

[3.10]

4.4 On acceptance of the tender the n/s priced document is to be submitted within

[15.1] the stated working days (No. of).

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

[22.1]

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

guarantees etc. related to the works as listed below.

[24.9]

1 2

3 4

5 6

7 8

4.7 Interim payment sertificate to be issued by

[31.3]

3

No

No N/A

2

No _

28 February 2011 R7, 000.00

20th

5.0 CHANGES MADE TO THE STANDARD JBCC DOCUMENT

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

[3.11]

6.0 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

BILL OF QUANTITIES

2 0 1 0 / 0 9 / 2 3

15 on OrangeN/S Subcontract: Plumbing and Drainage

Item Quantity AmountNo

BILL NO 1

PRELIMINARIES

NOTES

i) The Principal Building Agreement is to be the JBCC Series 2000 prepared bythe Joint BuildingContracts Committee, July 2007 edition 5.0 ,code2101

ii) The ASAQS Preliminaries November 2007prepared by the Association ofSouth African Quantity Surveyors for use with the JBCC PrincipalBuilding Agreement shall be deemed to be incorporated herein.

iii) The 1999 edition of the model preambles for trades shall be deemed to beincorporated herein.

iv) Tenderers are referred to the abovementioned documents for the full intentand meaning of each clause thereof. These clauses are hereinafter referredto by heading and clause number only. Where standard clauses oralternatives are not applicable to this contract, they are marked "N/A". Anymodifications to these clauses are given as far as possible under eachrelevant clause heading.

v) Where standard clauses or alternatives are not entirely applicable to thiscontract such modifications, corrections or supplements as will apply aregiven under each relevant clause heading. Said modifications and/oramendments shall supersede any conflicting provision in the relevant clausesof the JBCC series 2000 preliminaries or the JBCC series 2000 principalbuilding agreement and the due allowance shall be deemed to havebeen made for whatever costs and charges necessary for the carrying out orobservance of the provisions of the clauses as modified and/or amended.

vi) Allowance is made opposite each of the clauses for whatever costsandcharges necessary for the carrying out, complying with and dueobservance of the provisions, conditions and requirements set out herein.Only priced ite will be considered in respect of any adjustment in thissection. Any items left unpriced will be understood to be included at nocharge and no claim whatsoever for extras arising out of the omission to priceitems will beconsidered.

vii) If Alternative A as set out in clause B10.3 hereinafter is to be used for theadjustment of the preliminaries each item priced is to be allocated to one ormore of the three categories, where "F" denotes a fixed amount (amount notto be varied), "V" denotes an amount variable in proportion to value and "T"denotes an amount in proportion to time

-------------------------

Carried Forward R Bill No. 1Preliminaries2010J027_P

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SECTION A:

JBCC NOMINATED/ SELECTED SUB CONTRACT AGREEMENT

Definitions and Interpretation (A1)

1 1.0 DEFINITIONS AND INTERPRETATION Item

OBJECTIVES AND PREPARATION (A2-A14)

2 2.0 OFFER, ACCEPTANCE AND PERFORMANCE Item

3 3.0 DOCUMENTS AND PRINCIPAL AGREEMENT

The terms and conditions of the principal agreement will form part of thiscontract.This clause shall be deemed to be read in line with clause 3.0 of theprincipal agreement. Item

4 4.0 DESIGN RESPONSIBILITY

"4.4 Warranties in accordance with Annexure herewith, as appropriate, shallbe sought by the contractor from all subcontractors undertaking any designresponsibility."

Item

5 5.0 EMPLOYER'S AGENTS Item

6 6.0 SUBCONTRACTOR'S SITE REPRESENTATIVE

Clause 6 is amended by the addition ofthe following:"On or before the date ofcommencement of the Works the contractor shall nominate thesubcontractor's site representative/s to whom instruction may be given andany instruction given to them or any one of them by the Architect shall bedeemed to have been given to the subcontractor in pursuance of clause 17.0hereof. The Contractor shall not make any changes to the seniormanagementrelative to the Works without the Architects express writtenapproval. Any person employed by the Contractor on the Works, who on theopinion of theArchitect shall appear to be incompetent, or in a improper oruncooperativemanner, shall on instruction from the architect be removed fromthe Works and replaced by a competentand co-operative person to thesatisfaction of the Architect." Item

7 7.0 COMPLIANCE WITH REGULATIONS Item


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8 8.0 N/S WORKS RISK

Clause 8.0 is amended by the addition of thefollowing clause: "8.2.3 Thesubcontractor shall be liable for and pay the deductibles" Item

9 9.0 INDEMNITIES Item

10 10.0 GENERAL INSURANCES

Clause 10.0 is amended by the addition of the following clause: "10.4 Thesubcontractor shall be liable for and pay the deductibles" Item

11 11.0 SPECIAL INSURANCES

Clause 11.0 is amended by the addition of the following clause: "11.3 Thesubcontractor shall be liable for and pay the deductibles" Item

12 12.0 EFFECTING INSURANCES Item

13 13.0 ASSIGNMENT Item

14 14.0 SECURITY

Should the subcontractor select to provide a variable or fixed constructionguarantee:

(i) The construction guarantee to be used is the Construction Guaranteerecommended by the Joint Building Contracts Committee, JBCC 2000 Edition

(ii) The construction guarantee shall be obtained from an approved financialinstitution

(iii) The guarantor shall be provided with a copy of the preliminaries to these billsof quantities to enable him to acquaint himself of any and all amendments tothe standard documentation

(iv) The following shall be deemed to be included as clause 14.9 The constructionguarantee shall be accompanied by a signed power of authority issued on theguarantor's letterhead. In addition the construction guarantee document shallbe stamped with the guarantor's official stamp.

v) In the event that the value of the works (excluding adjustments in terms of theCPAP if applicable) were to increase by an amount of 15% or more of thecontract sum, upon request from the principal agent the subcontractor shallimmediately arrange to have the construction guarantee "guaranteed sum"increased accordingly, the verified cost of which shall be added to thecontract value. Item


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EXECUTION (A15-A22)

15 15.0 PREPARATION FOR AND EXECUTION OF THE N/S WORKS Item

16 16.0 ACCESS TO THE N/S WORKS Item

17 17.0 CONTRACTOR'S INSTRUCTIONS

Clause 17.0 is amended by the addition of the following clause: "17.1.21Accelleration" Item

18 18.0 SETTING OUT OF THE N/S WORKS

The subcontractor shall promptly notify the principal agent if anyencroachments of adjoining foundations,buildings, structures, pavements,boundaries, etc.exist in order that the necessary arrangements may be madefor the rectification of any such encroachments. Item

19 19.0 NO CLAUSE Item

20 20.0 CONTRACTOR'S ATTENDANCE Item

21 21.0 SUBCONTRACTOR'S PLANT AND SERVICES Item

22 22.0 OTHER SUBCONTRACTORS Item

COMPLETION (A23-A30)

23 23.0 INTERIM COMPLETION Item

24 24.0 PRACTICAL COMPLETION Item

25 25.0 WORKS COMPLETION Item

26 26.0 FINAL COMPLETION Item

27 27.0 LATENT DEFECTS LIABILITY PERIOD Item

28 28.0 SECTIONAL COMPLETION Item


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29 29.0 REVISION OF DATE FOR INTERIM COMPLETION

Clause 29.0 is amended by the addition of the following clause:-"29.9Revision to the date for interim completion shall only be considered whenwork on the critical path of the agreed programme for the works is delayed."

29.10 ACCELLERATION

29.10.1 Irrespective of whether or not the principal agent rules that the sub-contractoris entitled to an extension of time or a revision of the date for interimcompletion, the contractor shall nevertheless at any time, be entitled toinstruct the sub-contractor, in writing, to accelerate the progress of theremaining n/s works, to ensure that the works are completed timeously.

29.10.2 Upon receipt of such instruction, the subcontractor shall take all necessarysteps to ensure that the works are completed timeously, including theprovision by him of additional resources, plant, manpower, etc and theworking overtime or additional overtime beyond that contemplated at the timeof tender (at all times adhering to the regulations and requirements of allauthorities) and by all other adequate and proper means and methods.Thesubcontractor shall prove that such steps are being taken if called upon todo so." Item

30 30.0 DAMAGES FOR NONPERFORMANCE Item

PAYMENT (A31 - A35)

31 31.0 INTERIM PAYMENT TO THE SUBCONTRACTOR

The addition of the following to Clause 31.4.2: "Application by the contractorfor the inclusion of unfixed materials and goods on site in an interim paymentcertificate shall in addition to the requirements of Clause 31.6, be set outseperating materials and goods into the work groups as defined in the CPAP."Notwithstanding this or any other clause, materials and goods stored off siteshall not be included in the amount authorised for payment. Clause 31.9 willbe changed as follows by deleting the first sentence and replacing it with thefolowing: "The employer shall pay the contractor the amount certified in annterim payment certificate within fourteen (14) calendar days of the issue ofthe payment certificate." Item

32 32.0 ADJUSTMENT TO THE N/S CONTRACT VALUE

Item

33 33.0 RECOVERY OF EXPENSE AND LOSS Item


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34 34.0 N/S FINAL ACCOUNT AND FINAL PAYMENT Item

35 35.0 DIRECT PAYMENT TO SUBCONTRACTOR Item

TERMINATION (A36-A39)

36 36.0 TEMINATION BY CONTRACTOR - SUB-CONTRACTOR'S DEFAULT Item

37 37.0 CANCELLATION BY CONTRACTOR - LOSS AND DAMAGE Item

38 38.0 SUSPENSION OR TERMINATION BY SUB-CONTRACTOR -CONTRACTOR'S/EMPLOYER'S DEFAULT Item

39 39.0 TERMINATION - CESSATION OF THE WORKS Item

DISPUTE (A40)

40 40.0 SETTLEMENT OF DISPUTES Item

POST TENDER PROVISIONS(A41)

41 41.0 POST TENDER PROVISIONS

The required post tender information shall be inserted in the posttender provisions

and contract data after consultation with the contractor. Item

CONTRACTUAL AGREEMENT(A42)


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SECTION B: PRELIMINARIES

1.0 DEFINITION AND INTERPRETATION (B1)

42 1.0 DEFINITION AND INTERPRETATION (B1.1 - B1.4.6) Item

2.0 DOCUMENTS (B2)

43 2.1 CHECKING OF DOCUMENTS Item

44 2.2 PROVISIONAL BILLS OF QUANTITIES

The items in these bills of quantities are to be read and priced in conjunctionwith and the descriptions regarded as amplified by the Model Preambles forTrades as recommended and published by the Association of South AfricanQuantity Surveyors, 1997 edition, and no claim arising from brevity ofdescription of items fully described in the said Model Preambles for Trades will be entertained

Should there be no reference regarding the quality and standard of materialand/or workmanship required, stated in the Model Preambles for Trades,the material and/or workmanship shall comply as a minimum requiredstandard, to the relevant SABS specifications as attached to these bills ofquantities

Specifications as provided by the Wet Services Engineer shall supercedeany conflicting clauses in model preambles or supplementary preamblesas contained herein. Item

45 2.3 AVAILABILITY OF CONSTRUCTION DOCUMENTATION Item

46 2.4 INTERESTS OF AGENTS Item

47 2.5 PRICED DOCUMENTS Item

48 2.6 TENDER SUBMISSION Item

3.0 THE SITE(B3)

49 3.1 DEFINED WORKS AREA

The area of the works to be occupied by the contractor, any restriction on thearea and the limit of access or exit will be pointed out to the contractor by theprincipal agent/Main contractor on handing over of the site Item


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50 3.2 GEOTECHNICAL INVESTIGATION

N/A. Item

51 3.3 INSPECTION OF THE SITE

No claims for extras arising from the contractor having failed to comply withthis clause will be entertained. Item

52 3.4 EXISTING PREMISES OCCUPIED Item

53 3.5 PREVIOUS WORK- DIMENSIONAL ACCURACY Item

54 3.6 PREVIOUS WORK - DEFECTS Item

55 3.7 SERVICES-KNOWN Item

56 3.8 SERVICES-UNKNOWN Item

57 3.9 PROTECTION OF TREES Item

58 3.10 ARTICLES OF VALUE Item

59 3.11 INSPECTION OF ADJOINING PROPERTIES,ETC. Item

4.0 MANAGEMENT OF CONTRACT (B4.1 - 4.5)

60 4.1 MANAGEMENT OF THE WORKS Item

61 4.2 PROGRAMME FOR THE WORKS.

The contract shall be programmed by the contractor taking into account theavailability of construction documentation for contracts based on provisionalbills of quantities. Item

62 4.3 PROGRESS MEETINGS Item

63 4.4 TECHNICAL MEETINGS Item

64 4.5 LABOUR AND PLANT RECORDS Item

5.0 SAMPLES ,SHOP DRAWINGS AND MANUFACTURER'S INSTRUCTIONS(B5.1-5.4)

65 5.1 SAMPLES OF MATERIALS Item


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66 5.2 WORKMANSHIP SAMPLES Item

67 5.3 SHOP DRAWINGS Item

68 5.4 COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS Item

6.0 TEMPORARY WORKS AND PLANT (B 6.1-6.6)

69 6.1 DEPOSITS AND FEES Item

70 6.2 ENCLOSURE OF THE WORKS Item

71 6.3 ADVERTISING Item

72 6.4 PLANT, EQUIPMENT, SHEDS AND OFFICES

The term 'scaffolding' shall mean all scaffolding including 'special scaffolding'and shall be deemed to include all scaffolding internally and externallyrequired for the execution of the Works, mobile scaffolds and all externalswing and/or pipe scaffolding to all facades of the Works required.

The Contractor shall provide, erect, maintain, dismantle, re-erect anddismantle as necessary all scaffolding required for the execution of work atvarious floor levels and to the external facade of the building and fordismantling and removing on completion.

Scaffolding shall be supplied, erected and maintained by the contractor duringthe works and in accord with the programme as set out by the contractor.Supply, re-erection, maintainance and dismantling of scaffolding by thecontractor due to the subcontactor's non-compliance with the programme, willbe for the account of the subcontractor.

Item

73 6.5 MAIN NOTICE BOARD Item

74 6.6 SUBCONTRACTOR'S NOTICE BOARD Item

7.0 TEMPORARY SERVICES (B7.1-7.5)

75 7.1 LOCATION Item

76 7.2 WATER Item

77 7.3 ELECTRICITY Item

78 7.4 TELECOMMUNICATION EQUIPMENT Item


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79 7.5 ABLUTION FACILITIES Item

8.0 PRIME COST AMOUNTS (B8.1)

80 8.1 RESPONSIBILITY FOR PRIME COST AMOUNTS Item

9.0 ATTENDANCE ON N/S SUBCONTRACTORS (B 9.1-9.3)

81 9.1 GENERAL ATTENDANCE Item

82 9.2 SPECIAL ATTENDANCE

Clause 9.2 shall be amended by the addition of the following:"The contractor shall provide all necessary scaffold for use by allsubcontractors to all external facades, atriums, stairwells, escalator wells aswell as to any areas exceeding 4,5m in height, according to the contractor'sprogramme" Item

83 9.3 COMMISSIONING - FUEL, WATER AND POWER Item

10.0 FINANCIAL ASPECTS (B10.1-10.4)

10.1 STATUTORY TAXES, DUTIES AND LEVIES.

Provision is made in the summary of these bills of quantities for the inclusionof Value Added Tax (VAT) Item

84 10.2 PAYMENT OF PRELININARIES Item

85 10.3 ADJUSTMENT OF PRELIMINARIES

Adjustment of preliminaries will be in accordance with alternative selected bythe contractor. Item

86 10.4 PAYMENT CERTIFICATE CASHFLOW Item

11.0 GENERAL (B11.1-11.12)

87 11.1 PROTECTION OF WORKS Item

88 11.2 PROTECTION/ISOLATION OF EXISTING OR SECTIONALLY OCCUPIEDWORKS Item

89 11.3 SECURITY OF THE WORKS Item

90 11.4 NOTICE BEFORE COVERING WORK Item


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91 11.5 DISTURBANCE Item

92 11.6 ENVIRONMENTAL DISTURBANCE Item

93 11.7 WORKS CLEARING AND CLEANING Item

94 11.8 VERMIN Item

95 11.9 OVERHAND WORK Item

96 11.10 INSTRUCTION MANUALS AND GUARANTEES Item

97 11.11 AS BUILT INFORMATION Item

98 11.12 TENANT INSTALLATIONS Item

12.0 SCHEDULE OF VARIABLES(B12.1-12.2.3)

99 12.1 PRE-TENDER INFORMATION

Information necessary for elections and completion of those clausescontained in the schedule which are necessary for tender purposes is givenhere under. Where no information is given it shall mean that either no detailsor specific requirements are available or that the clause is not relevant to thisspecific contract

Item

12.1.1 PROVISIONAL BILLS OF QUANTITIES[B2.2]The quantities are provisional: (yes/no) [Y]

12.1.2 AVAILABILITY OF CONSTRUCTION DOCUMENTATION[B2.3]Construction documentation is complete: (Yes/No) [Y]

12.1.3 INTEREST OF AGENTS[B2.4]Details: None/ N/A

12.1.4 DEFINED WORKS AREA[B3.1] The contractor must confine his operations to the area identified.

12.1.5 GEOTECHNICAL INVESTIGATION[B3.2] Available on request


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12.1.6 EXISTING PREMISES OCCUPIED[B3.4]Specific requirements: No

12.1.7 PREVIOUS WORK - DIMENSIONAL ACCURACY[B3.5]Details:

12.1.8 PREVIOUS WORKS - DEFECTS[B3.6] Details:

12.1.9 SERVICES - KNOWN[B3.7]Details: Refer to notes to tenderers and tender documents.

12.1.10 PROTECTION OF TREES[3.8] Specific requirements: N/A

12.1.11 INSPECTION OF ADJOINING PROPERTIES [3.9] Specific requirements: No

12.1.12 ENCLOSURE OF THE WORKS[B6.2 ]Specific requirements:No specific requirements

12.1.13 OFFICES[B6.4.3] Specific requirements: No specific requirements

12.1.14 MAIN NOTICE BOARD[B6.5]Specific requirements: No specific requirement

12.1.15 SUBCONTRACTOR'S NOTICE BOARD[B6.6] Specific requirements: A notice board is required (yes/no) [ N ]

12.1.16 WATER[B7.2] Option Selected:

Option A (by contractor) (yes/no) [ Y ]

Option B (by employer- free of charge )(yes/no) [N ]

Option C (by employer -metered )(yes/no) [ N ]


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12.1.17 ELECTRICITY[B7.3] Option selected:

Option A (by contractor)(yes/no) [ Y ]

Option B (by employer- free of charge )(yes/no) [ N ]

Option C (by employer -metered )(yes/no) [ N ]

12.1.18 TELECOMMUNICATIONS[B7.4] Telephone (yes/no) [Y]

Facsimile (yes/no) [Y]

E-mail (yes/no) [Y]

12.1.19 ABLUTION FACILITIES[B7.5] Option selected:

Option A (by contractor) (yes/no) [Y]

Option B (by employer ) (yes/no) [N]


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12.1.20 PROTECTION OF EXISTING/SECTIONALLY OCCUPIED WORKS[B11.2] Protection is required: (yes/no) [N]

12.1.21 SPECIAL ATTENDANCE[B9.2] The contractor shall allow all nominated and selectedsubcontractors usage of cranage and hoisting facilities. In particularcranage is to be made available for the erection of all structural steel,access floors, air conditioning equipment,generators,etc.

Subcontractor (1) details :




12.1.22 PROTECTION OF THE WORKS[B11.5] Specific requirements: None

12.1.23 DISTURBANCE[B11.5] Specific requirements: All work is to be carried out in such amanner as to cause no unacceptable and unreasonable dust, noise,vibrations, nuisance, inconvenience, annoyance and the like to the public,others, other properties and traffic. Any delays, stoppages and the likearising from or in order to comply with the above will not constitute grounds for

adjustment to the contract period or contract sum whatsoever.

12.1.24 ENVIRONMENTAL DISTURBANCE[B11.6] Specific requirements:None

100 12.2 POST-TENDER INFORMATION Item

12.2.1 PAYMENT OF PRELIMINARIES[B10.2] Option A (prorated) ["Refer Annexure I page 32"]

Option B (calculated) ["Refer Annexure I page 32"]


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12.2.2 ADJUSTMENT OF PRELIMINARIES[B10.3] Option A (three categories) ["Refer Annexure I page 32"]

Option B (detailed breakdown) ["Refer Annexure Ipage 32"]

12.2.3 ADDITIONAL AGREED PRLIMINARIES ITEMS

Details: None


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SECTION C: SPECIFIC PRELIMINARIES

101 PROPRIETARY BRANDED PRODUCTS

The contractor shall take delivery of, handle, store, use apply and/or fix allproprietary branded products in strict accordance with the manufacturers'instruction after consultation with the manufacturer's authorisedrepresentative Item

102 NON CESSION OF MONIES

The contractor shall not cede nor assign his rights or claims to any moniesdue or to become due under this contract and no purported cession orassignment will be recognised without the written consent of the employer Item

103 AS BUILT DRAWINGS

On completion a complete set of as built drawings is to be submitted to theprincipal agent of the works indicating all services and installation, to theapproval of the engineer. Item

104 SITE INSTRUCTIONS

Site instructions issued on site are to be recorded in triplicate in a siteinstruction book which is to be maintained on site by the contractor Item

105 LABOUR RECORD

At the end of each week the contractor shall provide the principal agent with awritten record, in schedule form, reflecting the number and description oftradesmen and labourers employed by him and all subcontractors on theworks each day. Item

106 PLANT RECORD

At the end of each week the contractor shall provide the principal agent witha written record, in schedule form, reflecting the number, type and capacityof all plant, excluding hand tools, currently used on the works. Item

107 OVERTIME

Should overtime be required to be worked for any reason whatsoever, thecosts of such overtime are to be borne by the contractor unless the principalagent has specifically authorised in writing, prior to the execution thereof, thatcosts for such overtime are to be borne by the employer. Item


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108 CONTINGENCY

A contingency amount is included in the Bills of Quantities. This amount maybe expended wholly or partially at the discretion of the Architects only. Shouldthis amount not be utilized, it will be deducted from the contract amount atcompletion of the contract Item

109 INSPECTION BY ARCHITECT

The Architect shall make such visits to the Works as he may from time todeem necessary. In the event of any matter arising which the Contractorconsiders of such importance that the Architect must be consulted, everyreasonable attempt shall be made by the Contractor to communicate withhim before proceeding with the point at issue.

It must, however, be borne in mind that the Architect is employed, to ensurecorrect compliance with the terms of this contract, proper building proceduresin accordance with the best traditions of the various trades and adequatefinishes as specified and to his satisfaction.

The Architect is thus in no way responsible for any act or omission on the partof the Contractor which may result in any patent or latent defects in materialsor workmanship, breach or neglect of any local regulations. The Contractortherefor remains at all times responsible for any neglect, deviation or wrongact, whether the same be discovered before or after the final certificate, orany other certificate is issued.

Item

110 SETTING OUT OF BUILDINGS

A registered Land Surveyor shall set out the building, gather all relevantdata such as datum levels, platform heights etc. and hand these informationto the Principal Agent in an electronic format Item


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111 DRAWINGS AND DIMENSIONS

Upon receipt of detail drawings for any works, the contractor shall, beforep u t t i n g that work in hand, ascertain that the dimensions given on the detaildrawings correspond with the dimensions of any work already built

In the event of a discrepancy between the detail drawings and the workalready built, the discrepancy, shall be brought to the principal agent'sattention who shall decide the procedure

All drawings, whatever their origin, are to be issued to the site, or to any otherdesignated person or persons, only through the principal agent's office andshall bear the principal agent's office stamp and signature. An up to dateregister of all drawings issued to the contractor shall be kept on the works. Any other drawings used on the site will be used at the contractor's risk andshould any work be incorrect due to the use of unauthorised drawings, thecost of rectifying such work shall be for the contractor's account

All drawings used on the works shall be properly mounted on suitable sheetmaterial, or otherwise protected and kept in good condition. Any drawingsbecoming bleached or otherwise obscured so that they cannot be properlyread shall be returned to the principal agent for replacement, as any errorsdue to misreading of damaged or obscured drawings shall be made good bythe contractor at his own expense Item

112 INJURY TO PERSONS OR PROPERTY

The Contractor shall in terms of the Compensation for Occupational Injuriesand Diseases Act, 1993 (Act 130, 1993) (COID Act) be registered withtheDirector General of the Department of Labour as an Employer by the name inwhich the accepted tender was submitted and for the intended line ofbusiness pertaining to the Contract and the relevant COID Act Section 83Assessments shall be kept fully paid up throughout the duration of theContract.

The Contractor must allow under this clause for all requirements as specifiedin the Compensation for Occupational Injures and Diseases Act, 1993 (Act130, 1993) and must fully adhere to all requirements and should allow tocomply with all the relevant Legislation, as well as C.S.I.R Internal ServicesHealth and Safety Specification - Annexure A. A safety audit will be done on a

regular basis of all requirements. Item


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113 MEDIA RELEASES, ADVERTISING, ETC

All right of publication of articles in the media, together with any advertisingrelating to, or in any way connected with this project shall vest in theemployer.

The contractor, together with his sub-contractors shall not, without the writtenconsent of the employer, cause any statement or advertisement to be printed,screened or aired by the media. Item

114 NOISE, DISTURBANCE, WORK METHODS, ETC

The site is contained is within and operating five star hotel and all care mustbe taken by the subcontractor to ensure that all members of his staff are fullyconversant with the stipulated hours for activities and work with grinding,percussion and hammer and breaking tools and equipment which causeunacceptable and unreasonable dust, noise, vibrations, nieusance,inconvenience annoyance and the like to public, others, other properties andtraffic.

All work of a disturbing nature is to be controlled by the contractor and closelymonitored.

Any delays, stoppages and the like arising from an order to comply with theabove will not constitute grounds for adjustment to the contract period or sumwhatsoever. The subcontractor will explore alternative ways and methods to complete the work in compliance with the programme as set out and agreed with thecontractor.

Item

Carried to Summary R Bill No. 1Preliminaries2010J027_P

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Item Quantity Rate AmountNo

BILL NO 12

PLUMBING (PROVISIONAL)

SUPPLEMENTARY PREAMBLES

uPVC pipes and fittings:

Sewer and drainage pipes and fittings shall be jointed andsealed with butyl rubber rings.

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 50mm diameter and smaller shall be plain ended withsolvent welded uPVC loose sockets and fittings

Pipes of 63mm 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. Rates for piping shallbe deemed to include for chasing in walls and bedding pipesfirmly.

Copper pipes are to be installed in accordance with the latestrevision of the Code of Practice for Copper Plumbing solderingtechniques. Flux, solder, etc to be strictly in accordance withthe manufacturer's requirements with special attention tocopper flux composition.

Carried Forward R Bill No. 2Plumbing2010J027_P

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Reducing fittings

Where fittings have reducing ends or branches they aredescribed as "reducing". In the case of pipes with diametersnot exceeding 63mm 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 63mm all sizes are given and noclaim for extra bushes, reducers, etc will be entertained.

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shallbe deemed to include fixing to walls, etc,chasing of grooves,casting in, building in or in suspending not exceeding 1m belowsuspension level.

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


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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 pipelinesSABS 1200 LD : SewersSABS 1200 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 (Pipetrenches)

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

Showers

Overhead shower arms are to be plumbed into the system bymeans of a brass15x15mm or 22x22mm CxFI 90 degree wallplate elbow, solidly plugged and screwed to the wall to preventany movent of the installed fitting or pipe.

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

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

Sealing of edges

Outer edges of sinks, basins, baths, urinals, etc are to besealed against adjacent surfaces with approved non-fungalsustaining silicone.


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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.

As-built drawings

Where required, the contractor shall prepare an updated set ofas-built drawings. At completion of the contract the contractorshall hand these drawings to the principal agent for reproducingonto the originals for handing over to the employer( provisionfor allowance of as-built drawings elsewhere).

General


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Descriptions of cast iron roof outlets shall be deemed to includejoints to pipes and casting into concrete (adaptors for joints toPVC pipes, etc are given seperately)

Descriptions of overflow pipes where measured in number,shall be deemed to include joints to cisterns and splay cut ends.

Descriptions of pipes laid in and including trenches and ofinspection chambers, catchpits, etc shall be deemed to includeexcavation, bedding, backfilling, compaction to a minimum of93% Mod AASHTO density and disposal of surplus material onsite.

Description of service pipes and flexible connecting pipes shallbe deemed to include connections to taps, cisterns, etc and tosteel pipes (adaptors for conection to copper pipes,etc shall begiven seperately)

Descriptions for WC pans, slop hoppers, etc shall be deemedto include for joints to soil pipes (pan connectors are seperatelymeasured).

SANITARY FITTINGS, ETC

STAINLESS STEEL

1 1200 x 535 mm single bowl wash trough on galvanised steelbrackets No 1

White Porcelain fittings

"Classic Trading (Shiraaz Hassen, 021- 465 1243 or 083 -2104420)"

2 Catalano "Bigboy" urinal, complete with brackets, domicalgratings, connestions etc. No 4

3 "Starck 3" urinal partition, code 850000 No 2

4 Catalano VERSOCOMFORT 70, 700x600mm wall hung basin,including holding brackets No 2

5 CATALANO VERSO 70 wall-hung basin with central tapholewith overflow No 9

6 CATALANO ZERO 55 wall-hung WC and seat No 6


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7 CATALANO VersoComfort 70 wall-hung WC pan and seat No 2

"Vaal Potteries"

8 "PROTEA" pan and seat No 1

9 "SPRINGBOK" 550x405mm wall mounted basin, includingbrackets. No 1

10 540x460x180mm drip sink with resin pad and c.p bucketgrating, code 238013 No 1

SANITARY PLUMBING

uPVC waste pipes

11 40mm Diameter pipes m 5

12 50mm Diameter pipes in walls m 17

13 75mm Diameter pipes in floors and walls m 6

14 110mm Diameter pipes m 40

Extra over uPVC pipes for fittings

15 50 x 40mm Reducing junction No 1

16 40mm Diameter Bend No 3

17 40mm Diameter junction No 2

18 50mm Diameter Bend No 5

19 50mm Diameter junction No 4

20 50mm Diameter socket adaptor No 10

21 40mm Diameter male adaptor No 4

22 50mm Diameter male adaptor No 11

23 50mm Access bend No 1

24 50mm Access junction No 1


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25 50mm Access double junction No 2

26 50mm Rodding eye No 4

27 50mm Stubstack with one way vent valveNo 2

28 75 x 50mm Reducing socket adaptor No 2

29 75mm Stubstack with one way vent valveNo 2

30 110mm Access double junction No 2

31 110mm Junction with cleaning eye No 2

32 110mm Plain bend No 8

33 110mm Diameter access bend No 8

34 110 x 50mm Reducing junction with inspection eye No 3

35 110 x 75mm Reducing junction No 21

36 110mm Rodding eye No 2

37 110mm Expansion connection No 2

38 110mm anti-syphon trap No 3

39 110mm Access straight pan connector No 8

40 110mm Stubstack with one way vent valve No 8

41 100 x 50mm Y-branch fitting No 3

HDPE

42 56mm pipes laid in floors m 19

43 110mm pipes in floor slabs m 28

Extra Over HDPE for fittings

44 56mm bend No 42


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45 56mm junction No 18

46 56mm fusion weld socket No 84

47 56mm ringseal socket No 12

48 110mm bends No 2

49 110mm junction No 4

50 110mm Fusion weld socket No 7

WASTE UNIONS ETC

"Cobra"

51 Cobra watertech 301, chromium plated basin waste with plug,chain stay and backnut. No 11

52 40mm Sink waste union No 1

"Classic Trading"

53 square bottle trap, 32x32mm with 300mm long tail pipe,including rubber bung No 9

54 POM D'Or undersized P-trap No 2

TRAPS ETC

"Cobra"

55 Cobra 340 CP bottletrap No 1

56 38mm VA2.360 trap with Cobra VAS3.114 urinal grating. No 3

"Flexi-trap"

57 40 x 40mm reseal "P" or "S" trap No 3

"Watercomfort"

58 "Wirquin" 340 405 01 "TWISTO' 90 shower trap and waste,chrome plated quick flow-rate, square stainless steel grid No 19

FLOOR DRAIN


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"Kessel"

59 "Practicus" drain PP, N110 diameter vertical discharge withremovable dome, pattern colour trap upper section withstainless steel slotted grid and 150 x 150mm class K3 screws.

No 7

TAPS, VALVES, ETC

"Hansgrohe"

60 Metris S single lever basin mixer complete with antitheft pop upwaste, installed in central tap hole. Code 31060 No 11

61 Single lever shower mixer, code HG31661000 complete withconcealed body, code HG13620180 No 19

62 Croma 100 Vario (Eco Smart) 65mm shower rail set, includingchrome Fixit accessory wall outlet (HGHG27776000 andHG27454000 No 2

63 CROMA 100 VARIO Ecosmart overhead shower rose, codeHG 28462000 No 17

64 Classic shower arm, code HG27411000 No 17

"Classic Trading"

65 "Shwab" concealed cistern, with mounting frame and activator,including Shwab Riva cover pushplate for single flush No 8

66 urinal concealed flush unit, complete with flush unit, brackets,pipes, flanges; code 37018/37017/37044 No 3

"Cobra"

67 flushmaster junior, code FJ2.000, complete includingflushpipes, seals, gaskets etc. No 1

68 "Carina" pillar tap, code 114CA-15. No 2

69 "Carina" bibtap, code 106CA-15. No 1

70 "Carina" shower set, code 431CA complete,including mixer,shower rose and arm. No 1


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valves

71 15mm diam shut-off valves No 66



74 35mm diam logic valve No 14



77 50mm diam shut-off valve No 10

78 50mm WALCRO PRV No 2

79 65mm water meter including flanges, gaskets, bolts,etc. No 1

80 50mm non-return valve No 2

81 50mm strainer No 1

WATER SUPPLIES

"MEKAN"

Class 0 copper pipe

82 15mm Pipes fixedm 275

83 22mm Pipes m 88

84 28mm Pipes m 96

85 35mm Pipes fixed m 25

86 42mm Pipes m 60

87 54mm Pipes m 102

88 75mm Pipes m 12

89 25mm Cut into existing pipework m 1


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90 54mm Cut into existing pipework m 1

Extra over class 0 copper pipes for capillary fittings

91 15mm Fittings No 66



94 35mm Reducer No 14

95 42 x 35mm Reducer No 3

96 54mm Reducer No 12

97 54 x 35mm Reducer No 8

98 28mm Elbow No 6

99 35mm Elbow No 5

100 42mm Elbow No 9

101 54mm Elbow No 32

102 35mm TeeNo 12

103 42mm TeeNo 7

104 54mm TeeNo 13

105 28mm Straight CouplingsNo 14





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Extra over class 0 copper pipes for Brass fittings

110 15mm FittingsNo 68






116 22x22mm CxFI copper to female iron wall plate elbow, codeD707-3-5M-22 No 16

117 22mm Brass nipple No 6

Vacuum breaker

118 PB1.10RB vacuum breaker No 1

VALVES & FITTINGS

119 15mm Shut-off valvesNo 66

120 22mm Shut-off valves No 13

121 28mm Shut-off valves No 4

122 50mm Shut -off valveNo 10

123 35mm Logic valve No 14

124 42mm Logic valve No 2

125 50mm logic valve No 4

126 50mm Strainer No 1


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127 50mm Walco PRV No 2

128 50mm Non return valve No 2

Watermeter

129 65mm Watermeter inluding flanges No 1

CONNECTORS

Overflow and Service pipe

130 15mm Braided connector 300mm long No 14

WATER DISPENSERS

"Franke"

131 "Zip Chillmaster" drinking fountain, size 350x350x903mm high,code 380050, plumbed directly into the cold water inlet andwaste water reticulation.

No 3

PIPE INSULATION

"Thermaflex" or similar approved Pre-formed externalinsulating zipped fire retarded, flexible, closed cellPolyethelyne material.

132 22mm Lagging around pipes m 10



Extra over pipe insulation for insulation around

135 22mm Lagging around 22mm fittings No 30

136 54mm Lagging around 54mm fittings No 25

SUNDRIES


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Sleeves

137 exceeding 100mm but n.e 200mm diameter, not exceeding250mm long No 4

TESTING

138 Testing water pipe system Item

Carried to Summary R Bill No. 2Plumbing2010J027_P

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FINAL SUMMARY

Bill Page AmountNo No

1 -20-Preliminaries

2 -34-Plumbing

Carried to Form of Tender R 2010J027_P

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TENDER FORM

FORM OF TENDER

THIS DOCUMENT IS FOR USE WITH

JBCC PRINCIPAL, NOMINATED / SELECTED AND MINOR WORKS AGREEMENTS

PROJECT:

PRINCIPAL AGENT or AGENT: TC Design Architects

EMPLOYER: Million Up Investments 105 (Pty) Ltd

TENDERER:

WORKS DESCRIPTION:

TENDER CLOSING DATE: 30 Sept 2010 TIME : 14 : 00

VENUE: DMS QS

Wapadrand Office Park, Block D, SuiteS2, 90 King Bolt Crescent, Wapadrand

PRETORIA, 0041 : Tel : (012) 807-2501

Or sent via E-mail to: [email protected]

prepared by the JOINT BUILDING CONTRACTS COMMITTEE Inc.

RECOMMENDED BY THE JBCC CONSTITUENTS

Association of Contract Project Managers

Association of South African Quantity Surveyors

Master Builders South Africa

South African Association of Consulting Engineers

South African Institute of Architects

South African Property Owners Association

Specialist Engineering Contractors Committee

4th EDITION CODE 2115 © March 2005

Plumbing and Drainage Installation for Gym

For - Planet Fitness in 15 On Orange, Cape

Town

Plumbing and Drainage Installation

ANNEXURES

ANNEXURE A

PRINCIPAL BUILDING AGREEMENT

ANNEXURE B

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 whensub-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 3: HEALTH AND SAFETY SPECIFICATIONS AND FORM 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, riskassessments 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 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 near 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 by the 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.


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

Entered into by and between

(Here in after referred to as "EMPLOYER")

and

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

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

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.


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 employees 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: ………………………………………

ANNEXURE C

AUTHORITY TO SIGN DOCUMENTS

AUTHORITY TO SIGN DOCUMENTS / CONTRACTS

THIS PAGE MUST BE REPRODUCED AND SUBMITTED ON THE TENDER COMPANY’S ORIGINAL LETTERHEAD By resolution of the Board of Directors / Power of Attorney / Written Delegation of Authority passed on ___________________________________________________________________________ Mr. / Ms. ____________________________________________________________________ has been duly authorized to sign all documents in connection with the Tender for contract ___ ___________________________________________________________________________ Number ____________________________________________________________________ and any contract which may arise there from on behalf of _____________________________ ___________________________________________________________________________ SIGNED ON BEHALF OF THE COMPANY _________________________________________ IN HIS / HER CAPACITY AS ____________________________________________________ DATE _____________________________________________________ SIGNATURE OF SIGNATORY ___________________________________________________ AS WITNESS 1. ___________________________________________________ 2. ___________________________________________________

ANNEXURE D

FORM OF INDEMNITY

FORM OF INDEMNITY TO EMPLOYER : _______________________________________________ PROJECT : _______________________________________________ CONTRACTOR (PRINCIPAL) : _______________________________________________ We (CONTRACTOR) : _______________________________________________ Hereby indemnify and hold free : The Architect : _______________________________________________ And The Employer : _______________________________________________ From responsibility for any claim proceeding whatsoever due to fault in the design, calculations, manufacturing and erection of the work to the extent that such design is undertaken by us. Signed at ______________________________ on this _______________ day of _______________ Contractor _______________________________________________________________________ As Witness _________________________ As Witness _________________________________

ANNEXURE E

DRAWINGS

Documents

GYM FOR PLANET FITNESS - DMS QS ON ORANGE TENDER DOCUMENT...PLUMBING AND DRAINAGE FOR GYM FOR PLANET FITNESS IN 15 ON ORANGE CAPE TOWN FOR A MILLION UP INVESTMENS 105(PTY) LTD AUGUST