section 1 bill no. 1 preliminaries...provisional bills of quantities item quantity rate amount no...

PROVISIONAL BILLS OF QUANTITIES

Item Quantity Rate AmountNo

SECTION 1

BILL NO. 1

PRELIMINARIES

BUILDING AGREEMENT AND PRELIMINARIES

The JBCC Series 2000 Principal Building Agreement (March2005 edition) prepared by the Joint Building ContractsCommittee, shall be the agreement, amended as hereinafterdescribed

The Preliminaries for use with the JBCC Series 2000 PrincipalBuilding Agreement (May 2005 edition) prepared by the JointBuilding Contracts Committee, shall be deemed to beincorporated in these bills of quantities

Contractors are referred to the above-mentioned documents forthe full intent and meaning of each clause thereof

These clauses are hereinafter referred to by clause numberand heading only. Where standard clauses or alternatives arenot entirely applicable to this contract such modifications,corrections or supplements as will apply are given under eachrelevant clause heading and such modifications, corrections orsupplements shall take precedence notwithstanding anythingcontrary contained in the above-mentioned documents

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

Notwithstanding anything to the contrary contained in any of thecontract documents including the Principal Building Agreementand the Preliminaries, the provision of the "Preliminaries" ashereinafter set forth shall prevail and shall take precedence

PREAMBLES FOR TRADES

The Model Preambles for Trades (2008 edition) as publishedby the Association of South African Quantity Surveyors shall bedeemed to be incorporated in these bills of quantities and noclaim arising from brevity of description of items fully describedin the said Model Preambles for Trades will be entertained

Carried to Collection R Section 1Bill No. 1PreliminariesNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

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Supplementary preambles to the Model Preambles coveringclauses of a general nature, clauses pertaining to specificmaterials and amendments to clauses in the Model Preamblesare incorporated in these bills of quantities to satisfy therequirements of this project

The contractor's prices for all items throughout these bills ofquantities must take account of and include for all of theobligations, requirements and specifications given in the ModelPreambles and in any supplementary preambles

GENERAL

If Alternative A as set out in clause B10.3 hereinafter is to beused for the adjustment of the preliminaries each item priced isto be allocated to one or more of the three categories "F", "T"or "V" as the case may be below such item, where "F" d e n o t e sa fixed amount (amount not to be varied), "T" denotes anamount variable in proportion to time and "V" denotes anamount variable in proportion to value

SECTION A - PRINCIPAL BUILDING AGREEMENT

Definitions (A1)

Objective and Preparation (A2 to A14)

1 Offer acceptance and performance (clause 2)

F:............................. V:............................ T:............................ Item

2 Documents (clause 3)

F:............................. V:............................ T:............................ Item

3 Design responsibility (clause 4)

F:............................. V:............................ T:............................ Item

4 Employer's agents (clause 5)

F:............................. V:............................ T:............................ Item


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The principal agent shall:

- monitor and control progress and scheduling

- monitor all contract conditions, and

- coordinate the efforts of the employer's agents,the contractor and subcontractors

The powers conferred on the principal agent in terms of thisclause and/or the exercising of these powers shall not beconstrued as removing or diminishing any of the obligations ofthe Contractor in terms of the Principal Building Agreement,whether financial, contractual or otherwise, nor shall theexercising of these powers create any privity of contract asbetween the Employer or his agents on the one part and theContractor or subcontractors or suppliers on the other part

The principal agent reserves the right to attend and participatein all contractor/subcontractor's meetings, to invite otheremployer's agents to attend such meetings at his discretion andto converse and chair any such meetings if the contractor isderelict in his duty in arranging such meetings to the degree offrequency and comprehensiveness dictated in the opinion ofthe project manager by the circumstances and exigencies ofthe construction process

5 Site representative (clause 6)

F:............................. V:............................ T:............................ Item

6 Compliance with regulations (clause 7)

F:............................. V:............................ T:............................ Item

Note: A separate clause has been included in Section C:Specific Preliminaries of the bills of quantities for thecontractor to have the opportunity to price for the requirementsof the Occupational Health and Safety Act, ConstructionRegulations and Health and Safety Specification

7 Works risk (clause 8)

F:............................. V:............................ T:............................ Item


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8 Indemnities (clause 9)

F:............................. V:............................ T:............................ Item

9 Works insurances (clause 10)

F:............................. V:............................ T:............................ Item

10 Liability insurances (clause 11)

F:............................. V:............................ T:............................ Item

11 Effecting insurance (clause 12)

F:............................. V:............................ T:............................ Item

12 NO CLAUSE N/A

13 Security (clause 14)

F:............................. V:............................ T:............................ Item

The security shall be a 7,5% FIXED CONSTRUCTIONGUARENTEE WITH 5% PAYMENT REDUCTION

Execution (A15-A23)

14 Preparation for and execution of the works (clause 15)

F:............................. V:............................ T:............................ Item

With the priced bills of quantities, the contractor shall submit anacceptable health and safety plan within 14 calendar days o fthe date of acceptance of the tender.

15 Access to the works (clause 16)

F:............................. V:............................ T:............................ Item


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16 Contract instructions (clause 17)

F:............................. V:............................ T:............................ Item

17 Setting out of the works (clause 18)

F:............................. V:............................ T:............................ Item

The contractor shall notify the principal agent if anyencroachments of adjoining foundations, buildings, structures,pavements, boundaries, etc exist in order that the necessaryarrangements may be made for the rectification of any suchencroachments

18 Assignment (clause 19)

F:............................. V:............................ T:............................ Item

The contractor shall not cede his rights or delegate hisobligations in terms of this agreement unless specifically calledfor by the employer

19 Nominated subcontractors (clause 20)

F:............................. V:............................ T:............................ Item

Written proof is required from subcontract tenderers attendering that they can meet the JBCC Nominated SubcontractAgreement or other tender agreements and provide security interms of the agreement. If the above is not provided thetender may not be accepted

All amounts allowed under Provisional Amounts are intended tobe awarded to Nominated Subcontractors

20 Selected subcontractors (clause 21)

F:............................. V:............................ T:............................ Item

21 Employer's Direct Contractors (clause 22)

F:............................. V:............................ T:............................ Item


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22 Contractor's Domestic Sub-Contractors (Clause 23)

F:............................. V:............................ T:............................

The Contractor is referred to the Specific Preliminaries belowfor the mandatory Sub-Contracting requirements of thiscontrcat Item

Completion (A24-A30)

23 Practical completion (clause 24)

F:............................. V:............................ T:............................ Item

24 Works completion (clause 25)

F:............................. V:............................ T:............................ Item

25 Final completion (clause 26)

F:............................. V:............................ T:............................ Item

26 Latent defects liability period (clause 27)

F:............................. V:............................ T:............................ Item

27 Sectional completion (clause 28)

F:............................. V:............................ T:............................ Item

28 Revision of date of practical completion (clause 29)

F:............................. V:............................ T:............................ Item

The removal and replacement of materials and/or workmanshipthat do not conform to specification or drawings shall notconstitute grounds for an extension of the construction periodnor for an adjustment to the contract sum (clause 29.3)


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29 Penalty for non-completion (clause 30)

F:............................. V:............................ T:............................ Item

Payment (A31 - A35)

30 Interim payment to the contractor (clause 31)

F:............................. V:............................ T:............................ Item

31 Adjustment to the contract value (clause 32)

F:............................. V:............................ T:............................ Item

Where prices are submitted by the contractor ornominated/selected subcontractors during the progress of theworks in respect of contract instructions or in regard to a claimunder the terms of the contract and notwithstanding the factthat such prices may be used in an interim payment certificate,there is to be no presumption of acceptance. Should theprincipal agent wish to accept any such prices prior to the issueof the final certificate, it will be in writing

32 Recovery of expense and loss (clause 33)

F:............................. V:............................ T:............................ Item

33 Final account and final payment (clause 34)

F:............................. V:............................ T:............................ Item

The employer shall not pay any interest on amounts payable tothe contractor for one hundred and forty two (142) days afterthe date of issue of the certificate of practical completion


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The employer shall, however, pay interest to the contractor atthe rate stipulated in clause 34.11 on any amounts payable tothe contractor more than one hundred and forty two (142) daysafter the date of issue of the certificate of practical completionbut only for such period as the settlement of the final account isdelayed by the non-performance of the principal agent or theemployer or his agents. In evaluating non-performance forpurposes of this clause a reasonable time shall be allowed tothe employer or his agents to respond to any matter brought tohis/their attention and which may affect the settlement of thefinal account

34 Payment to other parties (clause 35)

F:............................. V:............................ T:............................ Item

Cancellation (A36-A39)

35 Cancellation by employer - contractor's default (clause 36)

F:............................. V:............................ T:............................ Item

36 Cancellation by employer - loss and damage (clause 37)

F:............................. V:............................ T:............................ Item

37 Cancellation by contractor - employer's default (clause 38)

F:............................. V:............................ T:............................ Item

38 Cancellation - cessation of the works (clause 39)

F:............................. V:............................ T:............................ Item

Dispute (A40)

39 Dispute Settlement (clause 40)

F:............................. V:............................ T:............................ Item


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Substitute Provisions (A41)

40 State clauses (Clause 41)

F:............................. V:............................ T:............................ Item

THE SCHEDULE

Information necessary for completion of those clausescontained in the schedule which are necessary for tenderpurposes is given hereunder

41 Pre-tender information (clause 42)

F:............................. V:............................ T:............................ Item

42.1 CONTRACTING AND OTHER PARTIES

42.1.1Employer:

National Department of Health, Republic of South Africa

Postal Address:

Civitas Building, Cnr Thabo Sehume and Struben StreetsPRETORIA

Postal Address :

Private Bag X828PRETORIA0001

Tel : 012 395 8000012 395 8086

Fax: 012 395 9165


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42.1.2 Principal Agent:

Nxumalo De Jager Architects

Postal Address:P.O.Box 19383Nelspruit1200

Physical Address:19 Rothery Street, Nelspruit 1200

Tel 013 755 1103Fax 086 611 5230 Cell 083 303 7829

42.1.3 Architect:

Nxumalo De Jager Architects

Postal Address:P.O.Box 19383Nelspruit1200

Physical Address:19 Rothery Street, Nelspruit 1200

Tel 013 755 1103Fax 086 611 5230 Cell 083 303 7829


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42.1.4Quantity Surveyor:

Mahalabemtonga Consulting

Postal address:

Physical Adress:

Tel Fax Cell

42.1.5Agents service:Structural and Civil

Mzanzi Africa Civils

Postal address:

Physical Adress:

Telephone: Facsimile: Cellular:


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42.1.6Electrical Engineer:

Marepo Engineers CC

Postal address:

Physical Adress:

Tel Fax

42.1.7Agents service: Mechanical Engineer

N/A

42.2 CONTRACT DETAILS

42.2.1 Works Description:

The Works comprises the of new facilities, as well asr e l a t e d services in accordance with the drawings andspecifications that will be provided to the contractor.

42.2.2 Site Description:

Nhlazatse, Gert Sibande District.

42.2.3 Work or installations by direct contractors:

N/A

4 2 . 2 . 4 This agreement is for a government contractwhere there are specific options that are applicable to aState organ only

Yes

4 2 . 2 . 5 Date on which possession of the site is intendedto be given:

UNKNOWN


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4 2 . 2 . 6 Period for the commencement of the works afterthe contractor takes possession of the site

10 working days

4 2 . 2 . 7 For the works as a whole. Intended date ofpractical completion and the penalty per calendar day

15 months after contractual commencement date Date

Penalty AmountThe penalty per calendar day is 0,05% of the

tendered amount, inclusive of value added tax

42.2.8 For the works in sections: Intended date ofpractical completion and the penalty per calender day

Section 1.N/A........................................ Date

R.N/A........................ Penalty Amount

42.2.9 The law applicable to this agreement shall be that of

South Africa (country)

42.3 INSURANCES

42.3.1 Contract works insurance to be effected by:

Contractor:

Contract works insurance is to be effected by the contractorfor a sum not less than the contract sum with a deductible inan amount that the Principal Agent deems appropriate.

42.3.2 Supplementary insurance is requiredNo


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42.3.3 Public liability insurance to be effected by:Contractor:

Public liability insurance to be effected by the contractor for thesum of R5 000,000.00 with a deductible in an amount that thePrincipal Agent deems appropriate.

42.4 DOCUMENTS

4 2 . 4 . 1 Waivers of contractors lien or right of continuingpossession is required

No

42.4.2 Number of construction document copies to besupplied to the contractor free of charge:

3 Number of

4 2 . 4 . 3 Bills of Quantities/Lump sum documentschedule of rates drawn up in accordance with:

Standard System of Measuring Builders Work

4 2 . 4 . 4 On acceptance of the tender the bills ofquantities is to be submitted within 14 (forteen)working days

4 2 . 4 . 5 JBCC Engineering General Conditions are to beincluded in the contract documents:

No

4 2 . 4 . 6 The contract value is to be adjusted using escalationadjustment indices

YESWhere JBCC CPAP is to be used

Base Month - February 2015

4 2 . 4 . 7 Details of changes made to the provision of JBCCstandard documentation:

See contract data which forms part of this document


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SECTION B: PRELIMINARIES

Definitions and interpretation (B1)

42 Definition and interpretation (B1.1 - B1.4.6)

F:............................. V:............................ T:............................ Item

Documents (B2)

43 Checking of documents (B2.1)

F:............................. V:............................ T:............................ Item

44 Provisional bills of quantities (B2.2)

F:............................. V:............................ T:............................ N/A

45 Availability of construction documentation (B2.3)

F:............................. V:............................ T:............................ Item

46 Interests of agents (B2.4)

F:............................. V:............................ T:............................ Item

47 Priced documents (B2.5)

F:............................. V:............................ T:............................ Item

48 Tender submission (B2.6)

F:............................. V:............................ T:............................ Item

The site (B3)

49 Defined works area (B3.1)

F:............................. V:............................ T:............................ Item


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50 Geotechnical investigation (B3.2)

F:............................. V:............................ T:............................ Item

51 Inspection of the site (B3.3)

F:............................. V:............................ T:............................ Item

52 Existing premises occupied (B3.4)

F:............................. V:............................ T:............................ Item

53 Previous work - dimensional accuracy (B3.5)

F:............................. V:............................ T:............................ Item

54 Previous work - defects (B3.6)

F:............................. V:............................ T:............................ Item

55 Services - known (B3.7)

F:............................. V:............................ T:............................ Item

56 Services - unknown (B3.8)

F:............................. V:............................ T:............................ Item

57 Protection of trees etc (B3.9)

F:............................. V:............................ T:............................ Item

58 Articles of value (B3.10)

F:............................. V:............................ T:............................ Item


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59 Inspection of adjoining properties etc (B3.11)

F:............................. V:............................ T:............................ Item

Management of contract (B4)

60 Management of the works (B4.1)

F:............................. V:............................ T:............................ Item

61 Programme for the works (B4.2)

F:............................. V:............................ T:............................ Item

62 Progress meetings (B4.3)

F:............................. V:............................ T:............................ Item

63 Technical meetings (B4.4)

F:............................. V:............................ T:............................ Item

64 Labour and Plant records (B4.5)

F:............................. V:............................ T:............................ Item

Samples, Shop Drawings and Manufacturer's Instructions (B5)

65 Samples of materials (B5.1)

F:............................. V:............................ T:............................ Item

66 Workmanship samples (B5.2)

F:............................. V:............................ T:............................ Item

67 Shop drawings (B5.3)

F:............................. V:............................ T:............................ Item


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68 Compliance with Manufacturer's Instructions (B5.4)

F:............................. V:............................ T:............................ Item

Temporary works and plant (B6)

69 Deposits and fees (B6.1)

F:............................. V:............................ T:............................ Item

70 Enclosure of the works (B6.2)

F:............................. V:............................ T:............................ Item

71 Advertising (B6.3)

F:............................. V:............................ T:............................ Item

72 Plant, equipment, sheds and offices (B6.4)

F:............................. V:............................ T:............................ Item

73 Main notice board (B6.5)

F:............................. V:............................ T:............................ Item

74 Subcontractors' notice board (B6.6)

F:............................. V:............................ T:............................ Item

Temporary services (B7)

75 Location (B7.1)

F:............................. V:............................ T:............................ Item

76 Water (B7.2)Option [A] shall apply

F:............................. V:............................ T:............................ Item


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77 Electricity (B7.3)Option [A] shall apply

F:............................. V:............................ T:............................ Item

78 Telecommunication facilities (B7.4)

F:............................. V:............................ T:............................ Item

79 Ablution facilities (B7.5)Option [A] shall apply

F:............................. V:............................ T:............................ Item

Prime cost amounts (B8)

80 Responsibility for prime cost amounts (B8.1)

F:............................. V:............................ T:............................ Item

Attendance on N/S Subcontractors (B9)

81 General attendance (B9.1)

F:............................. V:............................ T:............................ Item

82 Special attendance (B9.2)

F:............................. V:............................ T:............................ Item

83 Commissioning - Fuel, water and power (B9.3)

F:............................. V:............................ T:............................ Item

Financial aspects (B10)

Statutory taxes, duties and levies (B10.1)

F:............................. V:............................ T:............................ Item


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84 Payment of preliminaries (B10.2)Option [A] shall apply

F:............................. V:............................ T:............................ Item

85 Adjustment of preliminaries (B10.3)Option [A] shall apply

F:............................. V:............................ T:............................ Item

86 Payment certificate cash flow (B10.4)

F:............................. V:............................ T:............................ Item

General (B11)

87 Protection of works (B11.1)

F:............................. V:............................ T:............................ Item

88 Protection/isolation of existing/sectionally occupied works(B11.2)

F:............................. V:............................ T:............................ Item

89 Security of the Works (B11.3)

F:............................. V:............................ T:............................ Item

90 Notice before covering work (B11.4)

F:............................. V:............................ T:............................ Item

91 Disturbance (B11.5)

F:............................. V:............................ T:............................ Item

92 Environmental Disturbance (B11.6)

F:............................. V:............................ T:............................ Item

93 Works cleaning and clearing (B11.7)

F:............................. V:............................ T:............................ Item


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94 Vermin (B11.8)

F:............................. V:............................ T:............................ Item

95 Overhand work (B11.9)

F:............................. V:............................ T:............................ Item

96 Instruction manuals and guarantees (B11.10)

F:............................. V:............................ T:............................ Item

97 As built information (B11.11)

F:............................. V:............................ T:............................ Item

98 Tenant Installations (B11.12)

F:............................. V:............................ T:............................ Item

Schedule of variables (B12)

99 Pre-tender information (B12.1)

F:............................. V:............................ T:............................ Item

12.1.1 Provisional bills of quantities (B2.2)The quantities are provisional:

YES

12.1.2 Availability of construction documentation (B2.3)Construction documentation is not complete

No

12.1.3 Interest of agents (B2.4)

12.1.4 Defined works area (B3.1)

12.1.5 Geotechnical investigation (B3.2)

No information available


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12.1.6 Existing premises occupied (B3.4)

12.1.7 Previous work - dimensional accuracy (B3.4)

12.1.8 Previous work - defects (B3.5)

12.1.9 Services - known (B3.7)

12.1.10 Protection of trees (B3.9)

All trees should be protected and only on instruction ofthe Principal Agent may any trees be removed

12.1.11 Inspection of adjoining properties (B3.11)

12.1.12 Enclosure of the works (B6.2)

12.1.13 Offices (B6.4.3)

An office for the site technician should be provided

12.1.14 Main notice board (B6.5)

Yes

12.1.15 Subcontractors notice board (B6.6)A notice board is required

No

12.1.16 Water (B7.2)Alternative Selected: A

12.1.17 Electricity (B7.3)Alternative selected: A


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12.1.18 Telecommunications (B7.4)

12.1.19 Ablution facilities (B7.5)Alternative selected: A

12.1.20 Protection of existing/sectionally occupied works(B11.2)

12.1.21 Special attendance (B9.2)

Subcontractor (1) details:

N/A

12.1.22 Protection of the works (B11.1)

N/A

12.1.23 Disturbance (B11.5)

N/A

12.1.24 Environmental Disturbance (B11.6)

N/A

Post tender information (B12.2)

12.2.1 Payment of preliminariesAlternative selected: A

12.2.2 Adjustment of preliminariesAlternative selected: A

12.2.3 Additional agreed preliminaries itemsN/A

SECTION C: SPECIFIC PRELIMINARIES

Any special items to meet the particular circumstances of aspecific project are embodied in this section. Where requiredfor an aspect of the works to be executed according to a designby a consulting engineer, a recital of the headings to theindividual clauses of the JBCC Engineering General Conditionsare included


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100 C1: Black economic empowerment and training

F:............................. V:............................ T:............................Item

101 C2: Proprietary branded products

F:............................. V:............................ T:............................Item

The contractor shall take delivery of, handle, store, use, applyand/or fix all proprietary branded products in strict accordancewith the manufacturers' instructions after consultation with themanufacturer's authorised representative

102 C3: Contract instructions

F:............................. V:............................ T:............................Item

Contract instructions issued on site are to be recorded intriplicate in a contract instruction book which is to be suppliedand maintained on site by the contractor

103 C4: Labour record

F:............................. V:............................ T:............................Item

At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form, reflectingthe number and descriptions of tradesmen and labourersemployed by him and all subcontractors on the works each dayof that week

104 C5: Plant record

F:............................. V:............................ T:............................Item

At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form, reflectingthe number, type and capacity of all plant, excluding hand toolsused on the works each day of that week


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105 C6: Guarantees

F:............................. V:............................ T:............................Item

Where guarantees are called for, the contractor shall obtain awritten guarantee, addressed to the employer, from the firmsupplying the materials and/or doing the work and shall deliversame to the principal agent on the certified completion of thecontract. The guarantee shall state that workmanship,materials and installation are guaranteed for a specified periodfrom the date of certified completion of the contract, and thatany defects that may arise during the specified period shall bemade good at the expense of the firm supplying the materialsand/or doing the work, upon written notice from the principalagent to do so. This guarantee will not be enforced if the workis damaged by defects in the construction of the building inwhich case the responsibility for replacement shall rest entirelywith the contractor. The principal agent shall be the sole judgeof the cause responsible for defects in the work and hisdecision shall be final and binding in terms of clause 40.2 of theagreement

106 C7: Overtime

F:............................. V:............................ T:............................Item

Should overtime be required to be worked for any reasonwhatsoever, the costs of such overtime are to be borne by thecontractor unless the principal agent has specificallyauthorised, in writing, prior to execution thereof, that costs forsuch overtime are to be borne by the employer

107 C8: Co-operation of contractor for cost management

F:............................. V:............................ T:............................Item


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It is specifically agreed that the contractor accepts theobligation of assisting the professional consultants inimplementing proper cost management. The contractor will beadvised by the principal agent of all cost managementprocedures which will be implemented to ensure that the finalbuilding cost does not exceed the budget. The quantitysurveyor undertakes to make available to the contractor allbudgetary allowances and cost assessments/reports to enablethe proper procedures to be implemented and the contractorwill attend all cost plan review and cost management meetings.The contractor undertakes to extend these procedures inregard to all subcontractors

108 C9: Occupational Health and Safety Specification

F:............................. V:............................ T:............................Item

The contractor shall comply with all the requirements set out inthe Construction Regulations 2003 issued under theOccupational Health and Safety Act, 1993 (Act No 85 of 1993).

It is required of the contractor to thoroughtly study the Healthand Safety Specification that must be read together with and isdeemed to be incorporated under this Section of the bills ofquantities / lump sum document.

The contractor must take note that compliance with theOccupational Health and Safety Act, Construction Regulationsand Health and Safety Specification is compulsory. In the eventof parial or total non-compliance, the principal agent,notwithstanding the provisions of clause A31.0 of Section A orany other clause to the contrary, reserves the right to delayissuing any progress payment certificate until the contractorprovides satifactory proof of compliance. The contractor shallnot be entitled to any compensation of whatsoever nature,including extension of time or interest, due to such delay ofpayment.

Provisions for pricing of the Occupational Health and SafetyAct, Construction Regulations and Health and SafetySpecification is made under this clause and it is explicitlypointed out that all requirements of the aforementioned aredeemed to be priced hereunder and no additional claims in thisregard shall be entertained.


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109 Allow for the compulsory equipment and clothing, ie hats, safetyshoes, safety clothing, safety glasses, safety masks,harnesses, etc

F:............................. V:............................ T:............................Item

110 Allow for all compulsory health and safety posters, boards, etc

F:............................. V:............................ T:............................Item

111 Allow for all compulsory health and safety workshops,meetings, lectures, demonstrations, etc

F:............................. V:............................ T:............................Item

112 Allow for all compulsary health and safety pamphlets, cards,paperwork, etc to each worker, consultant, public individual, etccoming onto the site

F:............................. V:............................ T:............................Item

113 Allow for compulsory health and safety files that must becompleted daily and must be handed to the employer oncompletion of the contract

F:............................. V:............................ T:............................Item

114 Scope of Application as per Act No 85 of 1993

F:............................. V:............................ T:............................Item

115 Notification of Construction Work as per Act No 85 of 1993

F:............................. V:............................ T:............................Item


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116 Employer's responsiblities as per Act No 85 of 1993

F:............................. V:............................ T:............................Item

117 Principal Contractor's responsibility as per Act No 85 of 1993

F:............................. V:............................ T:............................Item

118 Supervision of construction work as per Act No 85 of 1993

F:............................. V:............................ T:............................Item

119 Risk assessment as per Act No 85 of 1993

F:............................. V:............................ T:............................Item

120 Fall protection as per Act No 85 of 1993

F:............................. V:............................ T:............................Item

121 Structures Formwork and Support as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

122 Excavation as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item


- 1 2 8 -


123 Demolotion work as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

124 Tunnelling as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

125 Scaffolding as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

126 Suspended platforms as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

127 Botswains chairs as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

128 Materials hoists as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

129 Batch plant as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item


- 1 2 9 -


130 Explosive powered tools as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

131 Cranes as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

132 Construction vehicles and mobile plant as per Act No 85 of1993

F:............................. V:............................ T:............................

Item

133 Electrical installations and machinery on construction sites asper Act No 85 of 1993

F:............................. V:............................ T:............................

Item

134 Use and temporary storage of flammable liquids onconstruction sites as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

135 Water environments as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item


- 1 3 0 -


136 Housekeeping on construction sites as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

137 Stacking and storage on construction sites as per Act No 85 of1993

F:............................. V:............................ T:............................

Item

138 Fire precautions as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

139 Construction welfare as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

140 Approved inspection Authorities as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

141 Offences and penalties as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item


- 1 3 1 -


142 Repeal of regulations as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

143 Short title as per Act No 85 of 1993

F:............................. V:............................ T:............................

Item

144 C10: Obligatory Sub-contracting and Training (Clause A2,A3 and A4 of the additions to the JBCC Principal Agreement)

F:............................. V:............................ T:............................Item

The Contractor shall sub-contract 40% of the work to DomesticSub-contractors as listed in the Schedule of Sub-Contractors inthe Returnable Schedules

The Principal Agent and the Contractor shall at all times makesure that the work complies with the relevant specifications,standards and norms as contained in this tender.

The Principal Agent and the Contractor shall provide for thenecessary skills transfer and assistance to complete thesub-contracted section of the works.

The Principal Agent and the Contractor shall provide thenecessary documentation to the Domestic Sub-Contractor forupgrading of the rating by CIDB.

BEE Sub-Contractors must be 100% black owned and haveoffices in Mpumalanga Province

The Contractor shall appoint 20% of the sub-contract work to aPreferred Sub-Contractor from the list of SakhabakhiContrators included in the Scope of Works section of thisdocument.

The Contractor to take note that these will be DomesticSub-contractors and will be appointed after the award of thecontract


- 1 3 2 -


145 C11: Expanded Public Works Programme (Clause A6 of theadditions to the JBCC Principal Agreement)

F:............................. V:............................ T:............................Item

The Contractor shall study the guidelines for the implimentationof labour-intensive infrastructure projects under the ExpandedPublic Works Programme (EPWP) attached to this document.

The Contractor shall employ staff which satisfy the EPWPrequirements as stipulated in this Contract.

The Contractor shall take note of the requirements and informall selected and or other sub-contractors, as no claimafterwards will be entertained

146 C11.1 Local and targeted labour

F:............................. V:............................ T:............................

Item

147 Allow for regular submission of proof of employment of localskilled and unskilled labour to Employer's representative

F:............................. V:............................ T:............................

Item

148 Training allowance paid to targeted labour in respect of formaltraining.

F:............................. V:............................ T:............................

Item

149 Extra over for the administration of payment of trainingallowances to targeted labour

F:............................. V:............................ T:............................

Item


- 1 3 3 -


150 Transport and accommodation of workers for training where itis not possible to undertake the training in close proximity to thesite

F:............................. V:............................ T:............................

Item

151 C12: Contract drawings

F:............................. V:............................ T:............................Item

The drawings issued with the tender documents do notcomprise the complete set but serve as a guide only fortendering purposes and for indicating the scope of the work toenable the tenderer to acquaint himself with the nature andextent of the works and the manner in which they are to beexecuted

Should any part of the drawings not be clearly understood bythe tenderer he shall, before submitting his tender, obtainclarification in writing from the principal agent

152 C13: General preambles

F:............................. V:............................ T:............................Item

The document "Specifications of Materials and Methods to beused (PW371)" is obtainable on request from the head officeand all regional offices of the Department, and shall be read inconjunction with the bills of quantities and be referred to for thefull descriptions of work to be done and materials to be used

153 C14: Trade names

F:............................. V:............................ T:............................Item


- 1 3 4 -


Wherever a trade name form any product has been describedin the bills of quantities / lump sum document, the tenderer'sattention is drawn to the fact that any other product of equalquality may be used subject to the written approval of theprincipal agent being obtained prior to the closing date forsubmission of tenders

If prior written approval for an alternative product is notobtained, the product described shall be deemed to have beentendered for

154 C15: Community Liaison Officer

F:............................. V:............................ T:............................Item

155 Allow for a Community Liaison Officer (CLO) to be appointed

F:............................. V:............................ T:............................

Item

156 Allow for net extra cost involved in the emloyment of aCommunity Liaison Officer (CLO) in respect of the site office.

F:............................. V:............................ T:............................

Item

157 Allow for net extra cost involved in the employment of aCommunity Liaison Officer (CLO) in respect of the toilets.

F:............................. V:............................ T:............................

Item

158 Allow for net extra cost involved in the employment of aCommunity Liaison Officer (CLO) in respect of the sheds.

F:............................. V:............................ T:............................

Item


- 1 3 5 -


159 C16: SANS 1921-6: HIV/AIDS Awareness read in conjunctionwith the Associated Specification Data

F:............................. V:............................ T:............................

Item

160 General requirements (Clause 4.1)

F:............................. V:............................ T:............................

Item

161 HIV/AIDS awareness programme (Clause 4.2)

F:............................. V:............................ T:............................Item

162 Reporting (Clause 4.3)

F:............................. V:............................ T:............................Item


- 1 3 6 -


Section 1

Bill No. 1

Preliminaries

COLLECTION

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-113-

-114-

-115-

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-117-

-118-

-119-

Carried Forward R Section 1Bill No. 1PreliminariesNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

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Section 1

Bill No. 1

Preliminaries

COLLECTION

Page AmountNo

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-121-

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-123-

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-126-

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-128-

-129-

-130-

-131-

-132-

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-134-

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Carried to Final Summary R Section 1Bill No. 1PreliminariesNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 3 8 -



SECTION 2

BILL NO. 1

FOUNDATIONS

NOTE:Unless otherwise stated herein, all items in this bill shall bedeemed to fall into Work Group No. 104 for CPAP formulapurposes.

SUPPLEMENTARY PREAMBLES

Nature of ground

The nature of the ground is assumed to be loose sandymaterial, 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.

GENERAL NOTES TO TENDERERS

The tenderers are advised to visit the site to acquaintthemselves fully as to the conditions on site as no claim in thisregard will be entertained.

Tenderers are advised to discuss site security, access to theworks, sequences of the work, programme, etc. with thePrincipal Agent to ensure that no delays occur.

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

SITE CLEARANCE ETC

Site clearance

1 Digging up and removing rubbish, debris, vegetation, hedges,shrubs and trees not exceeding 200mm girth, bush, etc m2 2 998

Carried to Collection R Section 2Bill No. 1FoundationsNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 3 9 -


2 Stripping average 150mm thick layer of top soil and stockpilingon site m2 2 998

EXCAVATION, FILLING, ETC

Excavation in earth not exceeding 2m deep

3 Reduced levels under floors m3 377

4 Trenches m3 945

5 Holes m3 53

Extra over trench and hole excavations in earth forexcavation in

6 Soft rock m3 93

7 Hard rock m3 54

Extra over all excavations for carting away

8 Surplus material from excavations and/or stock piles on site toa dumping site to be located by the contractor m3 613

Risk of collapse of excavations

9 Sides of trench and hole excavations not exceeding 1,5m deep m2 2 924

Keeping excavations free of water

10 Keeping excavations free of all water other than subterraneanwater Item

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 93% ModAASHTO density

11 Under floors, steps, pavings, etc m3 255

12 Backfilling to trenches, holes, etc m3 524

Earth filling supplied by the contractor compacted to 93%Mod AASHTO density

13 Under floors, steps, pavings, etc m3 383


- 1 4 0 -


Coarse river sand filling supplied by the contractor

14 Under floors etc m3 63

SOIL POISONING

Soil insectiside

15 Under floors etc including forming and poisoning shallowfurrows against foundation walls etc, filling in furrows andramming m2 1 623

16 To bottoms of trenches m2 3 686

CONCRETE

(CPAP formula work group no. 110)

UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

15MPa/19mm concrete

17 Surface blinding under footings and bases m3 33

REINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES

25MPa/19mm concrete

18 Strip footings m3 178

19 Bases m3 11

REINFORCED CONCRETE

25MPa/19mm concrete

20 Columns in foundations m3 3

ROUGH FORMWORK (DEGREE OF ACCURACY II)


Rough formwork to sides

21 Rectangular columns in foundations m2 35


- 1 4 1 -


SMOOTH FORMWORK (DEGREE OF ACCURACY II)

Smooth formwork to circular columns

22 450mm Diameter column 1,50m high No 1

REINFORCEMENT


Mild steel reinforcement to structural concrete work

23 8mm Diameter bars t 1.530

High tensile steel reinforcement to structural concretework






BRICKWORK


Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class I mortar

29 Piers m3 4

30 One brick walls m2 1 317

31 One and half brick walls m2 108

32 280mm Solid brick walls m2 4

Brickwork reinforcement

33 150mm Wide reinforcement built in horizontally m 13 786



- 1 4 2 -


External face bricks (Prime Cost Amount R 4 500.00/1000)pointed with flush horizontal and vertical joints

35 Extra over brickwork for face brickwork m2 286

PLASTERING


Cement plaster on concrete

36 On walls m2 11

PAINTWORK


One coat alkali resistant primer, one undercoat and twocoats eggshell enamel paint

37 On external walls m2 11


- 1 4 3 -


Section 2

Bill No. 1

Foundations

COLLECTION

Page AmountNo


-140-

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-142-

-143-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 1FoundationsNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 4 4 -



SECTION 2

BILL NO. 2

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

Descriptions 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.

Carried to Collection R Section 2Bill No. 2Concrete, Formwork and ReinforcementNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 4 5 -


Formwork to soffits of solid slabs etc shall be deemed to be toslabs not 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 or collapse of excavatedfaces will not be measured and the cost thereof shall bedeemed to be included in the allowance for taking the risk ofcollapse of the sides of the excavations, provision for which ismade in "Earthworks"

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

REINFORCED CONCRETE

25MPa/19mm concrete

1 Surface beds on waterproofing m3 174

2 Slabs including beams and inverted beams m3 3

3 Columns m3 1

4 Isolated beams m3 2

TEST BLOCKS

5 Making and testing 150 x 150 x 150mm concrete strength testcube No 44

SMOOTH FORMWORK (DEGREE OF ACCURACY II)


Smooth formwork to sides

6 Edges, risers, ends and reveals not exceeding 300mm high orwide m 15

Smooth formwork to circular columns

7 450mm Diameter column 2,89m high No 1


- 1 4 6 -


Smooth formwork to soffits

8 Slabs propped up exceeding 1,5m and not exceeding 3,5mhigh m2 4

Smooth formwork to sides and soffits

9 Isolated beams propped up exceeding 1,5m and not exceeding3,5m high m2 4

MOVEMENT JOINTS ETC

Slip joints between horizontal concrete and brick surfacesincluding cement mortar bed

10 Not exceeding 300mm wide m 204

Expansion joints with closed cell expanded polystirenejoint filler between vertical concrete and/or brick surfaces

11 10mm Joints not exceeding 300mm high m 1 193

REINFORCEMENT


Mild steel reinforcement to structural concrete work


High tensile steel reinforcement to structural concretework






Fabric reinforcement

18 Type 193 fabric reinforcement in concrete surface beds, slabs,etc m2 1 737


- 1 4 7 -


Section 2

Bill No. 2

Concrete, Formwork and Reinforcement

COLLECTION

Page AmountNo


-146-

-147-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 2Concrete, Formwork and ReinforcementNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 4 8 -



SECTION 2

BILL NO. 3

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.

Face bricks

Bricks shall be ordered timeously to obtain uniformity in sizeand colour

Pointing

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

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

SUPERSTRUCTURE

Brickwork of NFP bricks in class II mortar

1 Piers m3 6

2 Half brick walls m2 727

3 Half brick walls in beamfilling m2 122

4 One brick walls m2 2 100

Carried to Collection R Section 2Bill No. 3MasonryNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 4 9 -


5 One brick walls in beamfilling m2 15

6 One and half brick walls m2 47

7 280mm Hollow walls of two half brick skins including wire ties m2 9

8 345mm Hollow walls of two half brick skins including wire ties m2 179

Brickwork reinforcement



11 230mm Wide reinforcement built in horizontally m 155

Prestressed fabricated lintels

12 110 x 75mm Lintels in lengths not exceeding 3m m 247

13 110 x 75mm Lintels in lengths exceeding 3m and not exceeding4,5m m 30

Turning pieces

14 115mm Wide turning piece to lintels, etc m 414

15 230mm Wide turning piece to lintels etc m 74

Galvanised hoop iron cramps, ties, etc

16 30 x 1,6mm Roof tie 1,5m long with one end fixed to timber andother end built into brickwork No 367

FACE BRICKWORK

External face bricks (Prime Cost Amount R 4 500.00/1000)pointed with flush horizontal and vertical joints

17 Extra over brickwork for face brickwork m2 2 026

18 Extra over brickwork for brick-on-edge header course lintelpointed on face and 115mm soffit m 220

19 Extra over brickwork for brick-on-edge header course lintelpointed on face and 230mm soffit m 59

20 Fair raking cutting m 52


- 1 5 0 -


21 Fair cutting and fitting around pipe not exceeding 100mmdiameter No 58

External brick-on-edge header course copings, sills, etc ofexternal face bricks (Prime Cost Amount R3500.00/1000)pointed with flush horizontal and vertical joints

22 Coping on top of one brick wall m 72

23 180mm Wide sill set sloping and slightly projecting m 212

NUTEC-CEMENT/FIBRE-CEMENT WINDOW SILLS

Natural grey sills in single lengths bedded in class I mortarincluding metal fixing lugs etc

24 15 x 150mm Wide sills set flat and slightly projecting m 38

PAVING

60mm Standard grey interlocking paving blocks laid withbutt joints on 25mm thick river sand bed with sand sweptinto joints

25 Paving in herringbone bond m2 381

26 Paving in ramps m2 8

Precast concrete finished smooth on exposed surfacesincluding bedding, jointing and pointing

27 Garden kerb (SABS 927 fig 12) 50 x 100 x 200mm highunreinforced concrete, each joint including excavation,backfilling, etc m 191

28 Kerb (SABS 927 fig 7) 180 x 280mm high with 150 x 150 x300mm unreinforced concrete haunching at back of each jointincluding excavation, backfilling, etc m 47


- 1 5 1 -


Section 2

Bill No. 3

Masonry

COLLECTION

Page AmountNo


-150-

-151-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 3MasonryNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 5 2 -



SECTION 2

BILL NO. 4

WATERPROOFING


DAMP-PROOFING OF WALLS AND FLOORS

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

1 In walls m2 341

One layer of 250 micron "Consol Plastics Gunplas USBGreen" waterproof sheeting sealed at laps with "GunplasPressure Sensitive Tape"

2 Under surface beds m2 1 856

JOINT SEALANTS, ETC

"Denbraven LM15" polysulphide sealing compoundincluding backing cord, bond breaker, primer, etc

3 10 x 10mm In expansion joints in floors m 1 193

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 4WaterproofingNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 5 3 -



SECTION 2

BILL NO. 5

ROOF COVERINGS ETC


PROFILED METAL SHEETING AND ACCESSORIES

0,58mm "Brownbuilt Klip-lok 700" Z275 spelter galvanisedtroughed sheet steel with "globalcoat" finish on one sidein single lengths fixed to timber purlins and 0,6mmgalvanised sheet steel accessories with "globalcoat" finishon one side

1 Roof covering with pitch not exceeding 25 degrees m2 2 465

2 Ridge capping 550mm girth m 62

3 Hip capping 550mm girth m 102

4 Sidewall flashing 408mm girth m 21

5 Head wall flashing 375mm girth m 96

6 Cover flashing 185mm girth m 154

ROOF AND WALL INSULATION

"Isoboard" high density 32-36kg/m3 rigid extrudedpolystyrene 100% closed cell insulation boarding and tightbutt joints

7 Insulation laid taut over purlins (at approximately 1 200mmcentres) and fixed concurrent with roof covering includinggalvanised steel straining wires m2 1 981

SHEET METAL FLASHINGS, LININGS, COPINGS, ETC

Carried to Collection R Section 2Bill No. 5Roof Coverings, etcNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 5 4 -


0,6mm Galvanised sheet iron with "globalcoat" finish onone side

8 Linings to valleys with riveted and soldered joints m2 22

Carried to Collection R Section 2Bill No. 5Roof Coverings, etcNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 5 5 -


Section 2

Bill No. 5

Roof Coverings, etc

COLLECTION

Page AmountNo


-155-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 5Roof Coverings, etcNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 5 6 -



SECTION 2

BILL NO. 6

CARPENTRY AND JOINERY



Particle board:

Particle board shall comply with the following specifications:

a) SABS 1300 Particle board: exterior and flooring type

b) SABS 1301 Particle board: interior type

Joinery:

Descriptions of frames shall be deemed to include frames,transomes, mullions, rails, etc

Descriptions of hardwood joinery shall be deemed to includepelleting of bolt holes

Fixing

Items described as "nailed" shall be deemed to be fixed withhardened steel nails or shot pins to brickwork or concrete

Decorative laminate finish:

Laminate finish shall be glued under pressure. Edge stripsshall be butt jointed at junctions with adjacent similar finish

Carried to Collection R Section 2Bill No. 6Carpentry and JoineryNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 5 7 -


ROOFS, ETC

Plate nailed timber roof truss construction

The following is applicable in respect of roof trusses:

Trusses are at maximum 1,10m centres

Roof covering is galvanised "IBR" roof sheeting with"Globalcoat" finish on one side on 50 x 75mm purlins at 1,1mmaximum centres.

Ceilings are generally 6,4mm gypsum plasterboard on 38 x38mm brandering.

All timber to be sawn softwood in accordance with V4 or M4 asdefined in SABS 563 or SABS 1245.

Metal connector plates shall have a minimum yield strength of228 MPa and a minimum ultimate tensile strength of 330 Mpawith hot-dip galvanised finish.

All joints to be close fitted butt joints.

Trusses shall be designed by a registered supplier ofprefabricated trusses who shall issue an EngineersCertificate upon completion of the installation.

The dimensions in the descriptions of the trusses arenominal and actual measurements are to be obtained onsite before design or fabricaton commences.

Tenderers must study the roof plan and sections asattached to the back of these bills of quantities and mustobtain prices from a qualified and registered roof trusssupplier as no claims in this regard will be entertained.

Sawn softwood

1 38 x 114mm Wall plates m 294

Plate nailed timber roof truss construction

2 Allow the amount of R 530,000.00 (Five Hundred and ThirtyThousand Rand) for the design, manufacture, supply anddeliver on site of the plate nailed roof truss construction for theClinic building, wall plates, purlins, gangboarding, temporaryand permanent bracing, cleats, connectors and hangers Item 530 000 00


- 1 5 8 -


3 Allow the amount of R 40,000.00 (Fourty Thousand Rand) forthe design, manufacture, supply and deliver on site of the platenailed roof truss construction for the Gatehouse, wall plates,purlins, gangboarding, temporary and permanent bracing,cleats, connectors and hangers Item 40 000 00

4 Allow the amount of R 16 800.00 (Sixteen Thousand EightHundred Rand) for the design, manufacture, supply and deliveron site of the plate nailed roof truss construction for the Refuseareas, wall plates, purlins, gangboarding, temporary andpermanent bracing, cleats, connectors and hangers Item 16 800 00

5 Allow the amount of R 189 000.00 (One Hundred and EightyNine Thousand Rand) for the design, manufacture, supply anddeliver on site of the plate nailed roof truss construction for theStaff Housing, wall plates, purlins, gangboarding, temporaryand permanent bracing, cleats, connectors and hangers Item 189 000 00

6 Allow for profit on the supply of the roof truss Construction Item

7 Take delivery, temporary store, hoist in position and erectlean-to-roof plate nailed timber roof trusses, purlins,gangboarding, temporary and permanent bracing, etc(measured on slope of roof) m2 2 465

Sundries

8 Two coats creosote on sawn timbers m2 596

EAVES , VERGES , ETC

"Everite Flexit" pressed nutec-cement

9 12 x 225mm Fascias and barge boards including galvanisedsteel H-profile jointing strips m 128

SKIRTINGS

Wrought meranti

10 19 x 76mm Skirting including 19mm quadrant bead nailed m 122

DOORS ETC


- 1 5 9 -


Wrought meranti doors hung to steel frames

11 44mm Framed door 813 x 2 032mm high of 110mm top rail andstiles and 230mm bottom rail in single pane rebated all roundincluding solid timber infill panel No 10

12 44mm Framed double door 1 511 x 2 032mm high with rebatedmeeting stiles, each leaf of 110mm top rail and stiles and230mm bottom rail in single pane rebated all round includingsolid timber infill panel No 8

13 44mm Framed batten double door 1 511 x 2 032 mm high withrebated meeting stiles, each leaf of 44 x 146 mm top rail andstiles, 22 x 146 mm middle ledge and braces and 22 x 222 mmbottom rail filled in with 22 mm V-jointed one side boarding andcovered on other side with 3 mm plywood with veneer to matchdoor let into and including rebates all round No 4

14 Extra for 300 x 550mm opening for metal louvre unit No 6

Solid flush doors with 3,2mm standard hardboard coveringon both sides and with hardwood edge strips hung to steelframes

15 44mm Door 813 x 2 032mm high No 57

16 44mm Double door 1 511 x 2 032mm high with rebatedmeeting edges No 2

17 44mm Double door 1 511 x 2 032mm high with rebatedmeeting edges, the one leaf 504mm and the other leaf 1007mm wide No 7

18 44mm Double door 1 511 x 2 032mm high with rebatedmeeting edges, each leaf with 300 x 600mm opening fitted with16 x 16mm wrought hardwood glazing beads on both sides No 1

19 Extra for 300 x 300mm opening for metal louvre unit No 1

Semi-solid flush doors with sapele veneer on both sideshung to steel frames

20 44mm Door 813 x 2 032mm high No 20


- 1 6 0 -


Fire doors with 3,2mm standard hardboard covering onboth sides

21 Class A fire door 900 x 2 032mm high including pressed steelframe for one brick wall No 2

DUCT COVERS

Interior type particle board with commercial veneer

22 20mm Duct cover 626 x 2 125mm high plugged No 1

Sawn softwood

23 38 x 38mm Framed frames plugged m 6


- 1 6 1 -


Section 2

Bill No. 6

Carpentry and Joinery

COLLECTION

Page AmountNo


-158-

-159-

-160-

-161-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 6Carpentry and JoineryNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 6 2 -



SECTION 2

BILL NO. 7

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.

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.

NAILED UP CEILINGS

4mm "Everite Nutec" fibre-cement boards

1 Ceilings including 50 x 75mm sawn softwood brandering at450mm centres m2 10

6,4mm "Rhino" gypsum plasterboard with 50mm widestrips of fibre tape taped over joints and the whole finishedwith "Rhino" glide trowelled to a smooth polished surfaceto the thickness recommended by the manufacturer

2 Ceilings including 38 x 38mm sawn softwood brandering at400mm centres in one direction m2 408

3 Extra over ceiling for 700 x 700mm trap door of 38 x 38mmwrought softwood rebated framing with one 150 x 38mm sawnsoftwood cross brander covered with ceiling board and fiitedflush in opening No 4

Carried to Collection R Section 2Bill No. 7Ceilings, Partitions and Access FlooringNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 6 3 -


"Rhino" gypsum plasterboard cornices

4 75mm Coved cornices m 68

SUSPENDED CEILINGS

Proprietary suspended ceilings

NOTE: Electrical light fittings, diffusers, panels, etc.generally are "lay in" units of the same dimensions asthe suspension grid described and allowance must bemade accordingly for their support inclusive of anyflexibility in setting out that may be required (ceilingpanels have not been deducted and pricing is to takecognisance thereof).

1 200 x 600 x 12,5mm "BPB Gyprex White" vinyl coveredceiling panels on "Donn T38" pre-painted exposed teesuspension system including main and cross tees,necessary hangers, grids, etc.

5 Ceilings suspended exceeding 1m and not exceeding 5mextreme below timber purlins at 1 500mm centres (trusses at 1100mm centres) m2 247

6 Extra over ceiling for opening for 1 200 x 600mm light fitting(Provisional) No 72

600 x 600 x 12,5mm "BPB Gyprex White" vinyl coveredceiling panels on "Donn T38" pre-painted exposed teesuspension system including main and cross tees,necessary hangers, grids, etc.

7 Ceilings suspended exceeding 1m and not exceeding 5mextreme below timber purlins at 1 200mm centres (trusses at950mm centres) m2 127

8 Extra over ceiling for opening for 600 x 600mm light fitting(Provisional) No 45

1 200 x 600 x 15mm "BPB OWA Futura Premium" acousticceiling panels on "Donn T38" pre-painted exposed teesuspension system including main and cross tees,necessary hangers, grids, etc.

9 Ceilings suspended exceeding 1m and not exceeding 5mextreme below timber purlins at 1 200mm centres (trusses at950mm centres) m2 369


- 1 6 4 -


10 Sloping ceilings suspended exceeding 1m and not exceeding5m extreme below timber purlins at 1 200mm centres (trussesat 950mm centres) m2 339

11 Extra over ceiling for opening for 1 200 x 600mm light fitting(Provisional) No 80

"Donn" cornices to suspended ceilings

12 "LSM25" pre-painted cornices plugged m 1 014


- 1 6 5 -


Section 2

Bill No. 7

Ceilings, Partitions and Access Flooring

COLLECTION

Page AmountNo


-164-

-165-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 7Ceilings, Partitions and Access FlooringNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 6 6 -



SECTION 2

BILL NO. 8

FLOOR COVERINGS, PLASTIC LININGS, ETC


FLOOR COVERINGS

Carpeting laid as per Manufacturer's instruction (PrimeCost Amount R200.00/m2)

1 On floors m2 92

2mm "Polyflor XL Pu" homogeneous fully flexible vinylsheeting (colour: porcelain - code: 3880) with welded joints

2 On floors m2 678

3 Margins and borders 200mm wide m 84

4 Margins with turn-ups over coves and up against walls 400mmgirth m 583

5 Insets 100mm wide of differing colour to form "redline"demarcation m 16

2mm "Polyflor XL Pu" homogeneous fully flexible vinylsheeting (colour: sablee beige - code: 3900) with weldedjoints

6 On floors m2 153



Carried to Collection R Section 2Bill No. 8Floor CoveringsNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 6 7 -


2mm "Polyflor 2000 PuR" homogeneous fully flexible vinylsheeting (colour: oak - code: 8300) with welded joints

9 On floors m2 74



WALL LININGS

1,5mm "Polyflor XL Pu" homogeneous fully flexible vinylsheeting (colour: porcelain - code: 8330) with welded joints

12 On walls m2 156

13 On narrow widths m2 0.2

SKIRTINGS, NOSING, ETC.

"Polyflor"

14 PC20 Polycove pvc halfround corner strip m 836

15 Extra over for PC20 Polycove pvc taper door piece No 272

"Marley Extruda"

16 MFE16 vinyl edging m 836

POLISH, SEALERS, ETC

Two coats wax polish

17 On vinyl floors m2 1 254

BUMPRAILS, CORNER PROTECTORS, ETC

"Gradus Inpro" 700i wall guard system

18 26 x 196mm "700i" wall guard complete with and including PVCu-covers, PVC u-inner bumper and infinity aluminium retainerclips m 127

19 "701" injection moulded thermoplastic end cap No 76


- 1 6 8 -


20 "702" injection moulded thermoplastic 90 degree outside corner No 19

21 "707" injection moulded thermoplastic 90 degree inside corner No 10

"Gradus" 50mm standard corner guards

22 52 x 52 x 900mm High surface mounted high impact cornerguards consisting of and including modular clip-on PVCU-cover, PVC U-retainer and "161TC" top/bottom caps No 28


- 1 6 9 -


Section 2

Bill No. 8

Floor Coverings

COLLECTION

Page AmountNo


-168-

-169-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 8Floor CoveringsNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 7 0 -



SECTION 2

BILL NO. 9

IRONMONGERY



Finishes to ironmongery

Where applicable finishes to ironmongery are indicated bysuffixes in accordance with the following list:

BS Satin bronze lacqueredCH Chromium platedSC Satin chromium platedSE Silver enamelledGE Grey enamelledAS Anodised silverAB Anodised bronzeAG Anodised goldABL Anodised blackPB Polished brassPL Polished and lacqueredPT Epoxy coatedSD Sanded

HINGES, BOLTS, ETC.

"Union"

1 150mm "AL8208-AS" Nickle plated flush bolt with keep fixed tometal No 13

2 150mm "AL8208-AS" Nickle plated flush bolt with keep let intoconcrete No 13

3 "J883T SIL" touch bar panic bolt for double door 2 032mm high No 7

LOCKS

Carried to Collection R Section 2Bill No. 9IronmongeryNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 7 1 -


"Union"

4 "1022G" cylinder rim night latch No 1

5 "SS2016SS/SS5004-73SS" bathroom dead lockset withextended turn No 7

6 "J885 SIL/2x20SCMKD" euro profile single cylinder or othersimilar approved lockset No 7

7 "AL6C45-05AS/L-2215-78SS/2x18SCMKD" or other equal andapproved euro profile mortice sash lockset with silent latch No 62

8 "AL6C45-05AS/L-2215-78SS/2x18SCMKD" or other equal andapproved euro profile mortice sash lockset with silent latchincluding "2915SC" rebate conversion sets No 7

9 "AL6C63-05AS/L-2215-78SS/2x18SCMKD" or other equal andapproved euro profile mortice sash lockset with silent latchincluding "2915SC" rebate conversion sets No 5

10 "L-2215-78SS/2x18SCMKD" or other equal and approved europrofile mortice sash lock with silent latch including "2915SC"rebate conversion sets and two "5305-05" euro profileescutcheons No 1

HANDLES

"Union"

11 32 x 350mm "5213" Stainless steel "Dove" straightback-to-back pull handles No 2

12 "AL5D66-73AS" Dove pull handle on 152 x 152mm backplate No 13

13 "AL6C45-05AS" Cedar pull handle on 45 x 150mm backplate No 2

PUSH PLATES AND KICKING PLATES

"Union"

14 "SS5023-304W" 1,2mm stainless steel push plate size 152 x304mm high fixed to timber No 11

15 "SS5089-300W" 1,2mm stainless steel kick plate size 800 x300mm high fixed to timber No 11

DOOR CLOSERS


- 1 7 2 -


"Union"

16 "744/EN1-6" door closer with bracket fixed to metal No 21

SLIDING GEAR

"Hillaldam"

17 "Panther P3" sliding gear set for single door with track 2m longfixed to brickwork including brackets, hangers, rollers, guides,stops, etc No 1

PELMETS AND CURTAIN TRACKS

"Yokota"

18 "Silverline" hospital cubicle curtain rail fixed to suspendedceilings approximately 900mm below soffit of slab or timbertrusses including 11 gliders per metre, hangers, brackets,stopped ends, etc m 51

19 Extra for end plugged No 26

20 Extra for bend No 9

21 Extra for joint at bend No 2

"BATHROOM FITTINGS"

"Buchel"

22 20mm Diameter chromium plated towel rail 600mm longincluding flanged end brackets, plugged (Provisional) No 16

"Halcast"

23 20mm Diameter chromium plated curtain or hanging rail1355mm long including flanged end brackets. (Provisional) No 8

24 Approved plastic shower curtain to fit opening 1355mm wide,including hangers, fixed to rail (e/m) (Provisional) No 8

25 19mm Diameter chromium plated towel rail 900mm longincluding flanged end brackets, plugged (Provisional) No 8


- 1 7 3 -


"Masterbilt"

26 600 x 400mm High bathroom cabinet, with plate glass mirror,fixed to wall, above wash hand basin. No 8

"Stiebel Eltron"

27 "PTFS-S" Paper towel dispenser plugged No 28

28 "SDSS" Soap dispenser plugged No 33

"Nampak"

29 "TR2" lockable toilet roll holder plugged No 2

"Chairman Industries"

30 32mm Type DL2 side grab rail plugged No 2

31 32mm Type SR2 rear grab rail plugged No 2

SUNDRIES

"Union"

32 "87001SS" door stop plugged No 44

33 "8025SS" rubber tipped hat and coat hook No 17

SHOWER DOORS

Money Provision:

34 Provide a sum of R8 000,00 (eight thousand rand) for theprovsion of shower doors not clearly defined at the time oftender Item


- 1 7 4 -


Section 2

Bill No. 9

Ironmongery

COLLECTION

Page AmountNo


-172-

-173-

-174-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 9IronmongeryNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 7 5 -



SECTION 2

BILL NO. 10

METALWORK



Descriptions

Descriptions of bolts shall be deemed to include nuts andwashers.

Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washersand mortices in brickwork or concrete.

Metalwork described as "holed for bolt(s)" shall be deemed toexclude the bolts unless otherwise described.

SUNDRY STEELWORK (PROVISIONAL)

Welded columns in single lengths with flat section base,top, bearer and connection plates bolted to comcrete orbrickwork

1 150mm Diameter x 6mm hollow section columns t 1.74

Bolts to columns, beams, etc

2 70mm M8 expansion bolt No 66

WELDED SCREENS, GATES, ETC

Steel gates and frames

3 Single gate 2215 x 850mm high of 50 x 50 X 2,50mm squaretube section outer frame, 30 x 30 x 2mm diagonal bars weldedat a maximum 100mm centres, complete with bullet hinges etc. and lockable sliding bolt with keep in gate post (G1) No 4

Carried to Collection R Section 2Bill No. 10MetalworkNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 7 6 -


4 Single gate and frame for opening 756 x 2 088mm high overall,the outer frame of 50 x 50 x 2,5mm hollow section bolted towall with and including eight 70mm M80 expansion bolts andthe gate 656 x 2 038mm high of 50 x 50 x 2,5mm hollowsection frame with two 50 x 50 x 2,5mm hollow sectionhorizontal rails filled in with welded mesh and fitted with oneand a half pairs of suitable stainless steel hinges welded tohollow section steel frame, complete with and including latchesfor and including padlocks No 1

5 Double gate and frame for opening 1 665 x 2 025mm highoverall, the outer frame of 50 x 50 x 2,5mm hollow sectionbolted to wall with and including eight 70mm M80 expansionbolts and the gate 1 565 x 1 975mm high, each leaf of 50 x 50 x2,5mm hollow section frame with two 50 x 50 x 2,5mm hollowsection horizontal rails filled in with welded mesh and fitted withone and a half pairs of suitable stainless steel hinges welded tohollow section steel frame, complete with and including locablebarrelbolts, latches for and including padlocks No 2

6 Double gate and frame for opening 1 511 x 2 088mm highoverall, the outer frame of 50 x 50 x 2,5mm hollow sectionbolted to wall with and including eight 70mm M80 expansionbolts and the gate 1 411 x 2 038mm high, each leaf of 50 x 50 x2,5mm hollow section frame with two 50 x 50 x 2,5mm hollowsection horizontal rails filled in with welded mesh and fitted withone and a half pairs of suitable stainless steel hinges welded tohollow section steel frame, complete with and including "UnionAL6C45-05AS/L-2215-78SS/2x18SCMKD" lockset No 1

Money Provision:

7 Provide a sum of R 10 000,00 (Ten Thousand rand) for theprovision of gates not clearly defined at the time of tender Item 10 000 00

"Trellidoor" security gates to doors

8 "Trellidoor" security gate to single door 877 x 2 064mm highoverall No 1

9 "Trellidoor" security gate to double door 1 575 x 2 064mm highoverall No 1

PRESSED STEEL DOOR FRAMES

1,2mm Double rebated frames suitable for half brick walls

10 Frame for door 813 x 2 032mm high No 36


- 1 7 7 -


11 Frame for double door 1 511 x 2 032mm high No 2

1,2mm Double rebated frames suitable for one brick walls

12 Frame for door 813 x 2 032mm high No 50

13 Frame for double door 1 511 x 2 032mm high No 20

STEEL WINDOWS, DOORS, ETC

Standard residential windows with type "B2" burglar barsto opening sashes

14 Window type C5H, 533 x 949mm high No 20

15 Window type C5FH, 533 x 949mm high No 3

16 Window type D55FH, 533 x 1 540mm high No 5

17 Window type ND55, 533 x 1 540mm high No 4

18 Window type G2, 1 022 x 345mm high No 36

19 Window type G7, 1 022 x 345mm high No 2

20 Window type NEX7, 1 022 x 654mm high No 1

21 Window type NC4F, 1511 x 950mm high (W3) No 12

22 Window type ND4F, 1511 x 1245mm high (W2) No 8

23 Window type ND22F, 2000 x 1245mm high (W1) No 4

24 Combined window 2 044 x 345mm high overall consisting oftwo G2 type windows welded together side by side No 50

25 Combined window 2 044 x 345mm high overall consisting oftwo G8 type windows welded together side by side No 2

26 Combined window 3 066 x 345mm high overall consisting ofthree G2 type windows welded together side by side No 10

27 Combined window 3 066 x 345mm high overall consisting ofthree G8 type windows welded together side by side No 1


- 1 7 8 -


Standard awning type windows with type "B2" burglar barsto opening sashes

28 Window type TD7, 1 022 x 1 264mm high No 1

Standard school type windows with type "B2" burglar barsto opening sashes

29 Window type 2-BH, 1 143 x 457mm high No 28

Standard industrial type windows with type "B2" burglarbars to opening sashes

30 Window type SS42, 1 303 x 987mm high No 12

ALUMINIUM LOUVRES

"Trox" or similar approved aluminium louvre

31 300 x 300mm "AGS" Louvre fixed in timber doors No 1

32 300 x 550mm "AGS" Louvre fixed in timber doors No 6

ALUMINIUM WINDOWS AND DOORS


Scope

This section specifies material, contstruction, finishes,hardware, fastenings, installation and performance standard foraluminium windows and doors.

The abbreviation AAAMSA used herein shall mean theAssociation of Architectural Aluminium Manufacturers of SouthAfrica.

Materials

Extruded aluminium members shall be fabricated from alloy6063 or 6061 in Temper T5 or T6 all in accordance with thelatest addition of BS EN 755. Ancilliary members such as sills,flashings, infill panels and the like which may be formed fromflat sheet material having an appropriate alloy selected fromalloy designations - 1200 or 3004, or 5251, of a temper suitablefor the method of forming and composition suitable foranodising or painting as required. Alloys shall comply with BSEN 573.


- 1 7 9 -


Finishings

All anodising shall be executed in strict adherence to SANS999. A certificate is to be supplied which meet with SANS 999in all respects.

All powder coating shall be in strict accordance with SANS1796. The powder applied shall be in strict accordance withSANS 1578.

The powder manufacturer shall issue a powder guarantee of aminium of 15 years. The specific conditions contained in thisguarantee shall form part of the powder coating "process" andmay only be applied by an approved powder applicator.

Construction

Construction shall comply with the minimum recommendedperformance requirements as contained in AAAMSA's GeneralSpecification for Architectural Aluminium and Glass Products.

Selection of appropriate class designation (A0, A1, A2 and A3)shall be made in strict accordance with the table below, whichcomplied in all respects with SANS 10160 - The Code ofPractice for the General Procedures and Loading to be adoptedin the design of buildings.

TERRAIN CATEGORY AS HEIGHT FROM GROUND TOAS PER SANS 10160 HEAD OF PRODUCTS IN

METRES5 10 15 20

Category 1 A2 A3 A3 A3Category 2 A2 A2 A3 A3Category 3 A0 A1 A1 A2Category 4 A0 A1 A1 A2

Category 1 Open sea, lake shortes and flat treeless plains

Category 2 Airfields, open parklands or farmlands andundeveloped outskirts of towns and suburbs

Category 3 & 4 Built-up areas or city centres

No glazed Architectural Aluminium Products shall be installedon site before relevant AAAMSA Performance Test Certificatesfor the products have been provided.


- 1 8 0 -


Manufacture

Joints in frames and sashes shall be made by mechanicalmeans and are to be sealed to prevent water penetration.

The windows, doors, etc shall be free from all sharp edges,burring and the like.

Hardware and fittings shall be removable without removing thealuminium frames from the structure and must be compatiblewith the aluminium framing.

Sliding members shall be constructed so that no direct contactbetween metal occurs but shall be separated by a durable,compatible material.

Fittings

Weather sealing shall be of materials that are compatible withaluminium and shall be such that any degradation, shrinking,warping or adherence to sliding or closing surfaces does notimpair the performance of the installation.

Glazing beads, gaskets and glazing compounds shall be ofmaterials that are compatible with the aluminium finishes, theglass and any other glazing materials. Putty glazing is notpermitted.

Hardware, bearing devices and fittings in general shall be madeof materials resistant to atmospheric corrosion and shall be of adesign so as to be accessible for adjustment, repair andreplacement after the window, etc have been installed.

Fastenings shall be of material which is compatible withaluminium and aluminium finishes.


- 1 8 1 -


Glazing

All glass and glazing shall be executed in strict accordance withthe National Building Regulations Part N, SANS 10137, SANS10400 and SANS 1263.

All safety glazing materials (individual panes) shall bepermenantly marked. Such marking to be visible afterinstallation (glazing). The successful Tenderer shall submit theAAAMSA Glass & Glazing Certificate confirming that glazinghas been installed in accordance with SANS 10137 and 10400ensuring that Safety Glazing Materials have been installed andindividually marked in the mandatory areas. All glazing shall be executed in safety glazing materials.

A warranty is to be provided, prior to instalation on site, by themanufacturer of the laminated glass, which warrants theproduct against delamination and colour degration for a periodof not less than 5 (five) years.

PRICES

Fixings, etc

Prices for all items shall include for all coupling members andfixing to steel, concrete or brickwork, including all lugs, cramps,shims, bolts, mortices, grouting, etc as requirded for a completeinstallation and for perimeter pointing with polysulphide sealantor similar compound.

Glazing

Prices for all items shall include for glazing with glass asspecified in the description, including all necessary glazingbeads, gaskets, etc.

Protection of frames

All exposed aluminium work shall be protected by means of lowtack adhesive tape against mortar droppings and othernon-mechanical damage during installation which shall only beremoved when directed by the Architect.

Size of opening

Tenderers shall check sizes of openings on site prior to anymanufacturing being put in hand.


- 1 8 2 -


Note:

Tenderers are referred to the Architect's window schedulesbound to the back of these bills of quantities for fullspecifications of items as measured.

PURPOSE MADE ALUMINIUM WINDOWS

Black powder coated aluminium windows glazed with 6mmclear laminated safety glass (0,76mm PVB thickness) andplugged to brickwork or concrete

33 Window 1 022 x 1 264mm high No 1


Black powder coated aluminium pay windows glazed with6mm clear laminated safety glass (0,76mm PVB thickness)and plugged to brickwork or concrete

35 Window 2 433 x 925mm high No 1

36 Window 900 x 925mm high No 3


PURPOSE MADE ALUMINIUM SHOPFRONTS

Matt black powdercoated aluminium doors, sidelights andfanlights glazed with 8mm PVB laminated intrudaprufesafety glass and plugged to brickwork or concrete

38 Shopfront 3 293 x 3 060mm high overall consiting of a singlefixed pane toplight 3 293 x 680mm high overall, two single fixedpane sidelights, each sidelight 629 x 2 380mm high overall andone double door and frame 1 575 x 2 120mm high overall withthree pair nylon washered hinges, one set "Union Dove 5213"stainless steel pull handles mounted back to back, two "Solid370" narrow stile cylinder deadlock with "G191" rollerbolt, two"Solid 810" double cylinder, two "Solid 208" lever flush bolts andtwo "Union AL8730AS" aluminium door stops No 1

STEEL ROLLER SHUTTERS ETC

Roller shutters fixed to brickwork or concrete

39 Manual push-up slatted roller shutter for 4 245 x 1 200mm highopening No 1


- 1 8 3 -


PRESSED STEEL TRANSFORMER ROOM DOORSAND FRAMES

"Durowin" doors

40 Type "M.V." double door 1 524 x 2 134mm high with 560 x746mm high louvred ventilation panels and rebated framesuitable for one brick wall No 1

WASHING LINES

41 Washing line consisting of two 50 x 50 x 5mm angle sectionbrackets 1200mm long each fixed to brickwork with andincluding three 75mm M8 expansion bolts and with three rowsof 4mm diameter galvanised steel wire strings each maximum3000mm long No 2


- 1 8 4 -


Section 2

Bill No. 10

Metalwork

COLLECTION

Page AmountNo


-177-

-178-

-179-

-180-

-181-

-182-

-183-

-184-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 10MetalworkNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 8 5 -



SECTION 2

BILL NO. 11

PLASTERING


SELF-LEVELLING SCREED

Apply "Poly Levelmaster" self-levelling screed strictlyaccording to manufacturers instructions on dry subsurface (moisture tests must be done) on and includingprimer in sufficient thickness (minimum 3mm), to obtainlevel surface and providing quality base for vinyl flooring

1 On concrete surfaces m2 1 254

SCREEDS

1:4 Cement plaster screeds wood floated on concrete

2 30mm Thick on floors and landings m2 453

1:4 Cement plaster screeds steel floated on concrete

3 30mm Thick on floors and landings m2 1 084

4 Average 50mm thick on floors to falls m2 6

GRANOLITHIC

Untinted granolithic on concrete

5 35mm Thick on floors and landings m2 70

6 Average 40mm thick on floors to falls m2 24

INTERNAL PLASTER

Carried to Collection R Section 2Bill No. 11PlasteringNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 8 6 -


Cement plaster on brickwork

7 On walls m2 3 480

8 On narrow widths m2 112

EXTERNAL PLASTER

Cement plaster on brickwork

9 On walls m2 18


Cement plaster on concrete

11 On walls m2 4

12 On ceilings and beams m2 1

13 On edges of slabs m2 1

CORNER PROTECTORS, DIVIDING STRIPS, ETC

14 3 x 32mm Flat section brass dividing strips between differentfloor finishes m 27

Carried to Collection R Section 2Bill No. 11PlasteringNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 8 7 -


Section 2

Bill No. 11

Plastering

COLLECTION

Page AmountNo


-187-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 11PlasteringNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 8 8 -



SECTION 2

BILL NO. 12

TILING



Descriptions

Unless described as "fixed with adhesive to plaster (plasterelsewhere)" descriptions of tiling on brick or concrete walls,columns, etc shall be deemed to include 1:4 cement plasterbacking and descriptions of tiling on concrete floors etc shall bedeemed to include 1:3 plaster bedding.

WALL TILING

200 x 200 x 6mm Ceramic tiles (Prime Cost Amount R200.00/m2) fixed with adhesive to plaster (plasterelsewhere)

1 On walls m2 238

2 On walls in isolated panels, splashbacks, etc m2 23


FLOOR TILING

300 x 300mm x 8mm Ceramic tiles (Prime Cost AmountR200.00/m2) fixed with adhesive to bedding (beddingelsewhere) and flush pointed with tinted waterproofjointing compound

4 On floors and landings in patterns m2 249

5 Skirting 100mm high m 248

Carried to Collection R Section 2Bill No. 12TilingNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 8 9 -


300 x 300mm x 8mm Slip resistant ceramic tiles (PrimeCost Amount R200.00/m2) fixed with adhesive to bedding(bedding elsewhere) and flush pointed with tintedwaterproof jointing compound

6 On floors and landings in patterns m2 113

CORNER PROTECTORS, DIVIDING STRIPS, ETC

"Kirk Marketing"

7 "M-trim" Aluminium square edge trim m 11

TOILET PAPER HOLDERS ETC

"Vaal" white glazed ceramic

8 150 x 150mm Semi-recessed toilet paper holder No 12

9 150 x 150mm Semi-recessed soap dish (Code 653110)(Provisional) No 20

Carried to Collection R Section 2Bill No. 12TilingNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 9 0 -


Section 2

Bill No. 12

Tiling

COLLECTION

Page AmountNo


-190-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 12TilingNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 9 1 -



SECTION 2

BILL NO. 13

PLUMBING AND DRAINAGE


"Polycop" polypropylene pipes:

Polypropylene pipes 54mm diameter and under shall beseamless copper coloured class 16 pipes jointed with"Fast-fuse" heat welded thermoplastic or brass compressionfittings as designed for use with copper pipes as stated

Pipes shall be firmly fixed to walls etc with coloured nylonsnap-in pipe clips with provision for accommodating thermalmovement and jointed and fixed strictly in accordance with themanufacturer's instructions

All pipe diameters are nominal external

Concrete pipes:

Pipes shall be jointed with ogee joints with rubber collars orsocket and spigot joints with rubber rings

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

Carried to Collection R Section 2Bill No. 13Plumbing and DrainageNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 1 9 2 -


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

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shallbe deemed to include fixing to walls etc, casting in, building inor suspending not exceeding 1m below suspension level

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

Wire gratings

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

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"


- 1 9 3 -


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

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

Waste unions

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

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

SOIL DRAINAGE

uPVC pipes

1 110mm Pipes vertically or ramped to cleaning eyes etc (noexcavation) m 12

2 110mm Pipes laid in and including trenches not exceeding 1mdeep m 50

3 110mm Pipes laid in and including trenches exceeding 1m andnot exceeding 2m deep m 50


- 1 9 4 -


Extra over uPVC pipes for fittings

4 110mm Bend No 12

5 110mm Junction No 12

6 110mm Gulley trap No 6

7 110mm Rodding eye cap No 2

8 190 x 110mm Gulley head and grate No 10

9 110mm Access junction No 8

Inspection chambers (covers elsewhere)

10 Inspection chamber 450 x 600mm x exceeding 750mm and notexceeding 1000mm deep internally No 6

Covers, etc

11 450 x 600mm x 74kg Type 8A cast iron double seal manholecover and frame No 6

SUNDRIES

12 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in hard rock m3 3

13 Standard pre-cast concrete gulley sorround No 6

14 457 x 457 x 50mm Precast concrete inspection eye markerslab set in ground No 6

15 110mm uPVC "ABC" cleaning eye including type 11B cast ironcover and frame No 12

16 Cutting into existing 110mm drain pipe for and forming junctionwith 110mm pipe No 1

17 Testing soil drainage pipe system Item

RAINWATER DISPOSAL

"Marley Streamline" uPVC

18 110mm Half round eaves gutters m 218


- 1 9 5 -


19 Extra over eaves gutter for angle No 28

20 Extra over eaves gutter for stopped end No 8

21 Extra over eaves gutter for outlet for 80mm diameter pipe No 44

22 80mm Diameter rainwater pipes m 132

23 Extra over rainwater pipe for shoe No 44

24 Extra over rainwater pipe for eaves or plinth offset 450mmprojection No 44

SANITARY FITTINGS

"Franke" stainless steel

25 "Rondo RDX610-44" prep bowl 405mm diameter x 145mmdeep No 1

26 "WB001" wash hand basins 520 x 420mm wide No 2

27 "CVN611 Curvline" sink and drainer 860 x 435mm wide withone bowl No 7

28 "Grade 304 18/10" polished stainless steel centre double bowldrop on sink (Code: 312081), size 1200 x 535mm wide with two343 x 410 x 169mm deep bowls, fitted onto cupboard(elsewhere specified) including 38mm waste fittings and PVCtraps (traps elsewhere specified). Sink guaranteed for 25 yearsagainst corrosion and supplied with protective plastic coatingfor transport and handling and to be removed once sink ismade operational.

No 4

29 "Luxtub LDL" wash trough 500 x 600mm wide No 5

30 "CBDT" Inset baby bath 915 x 550 x 150mm deep No 1

31 "CH" Slophopper 540 x 540mm with grid (flushing valveelsewhere) No 2

32 "EC" combination bedpan and wash up sink and drainer 1 830x 685mm wide including "Cobra" FM1.00 flushvalve,"CP171/041" pillar mixer with overarm swivel spout, "CP297"pillar mixer with retractable hand spray, 15mm bedpan spraynozzle and 15mm bottle spray nozzle No 1


- 1 9 6 -


"Vaal"

33 "Hibiscus 7050" 510 x 405mm white basin with two tapholes No 19

34 "Sola 610" 610 x 460mm white medical basin (no tapholes) No 19

35 "Pearl paraplegic 7300SC" semi closed coupled wc suitecomprising pan with double flap heavy duty plastic seat andmatching 9 litre cistern with purpose made side flush lever No 2

36 "Hibiscus 772654" close coupled wc suite comprising pan withdouble flap heavy duty plastic seat and 6/3 litre duel flushingcistern No 15

37 "Lavatera 705427" wall urinal with spreader (flushing valveelsewhere) No 3

38 "Daisy" vitreous china lavatory basin (code : 7008), size 510 x400mm with two tapholes including integrated overflow andchainstay hole bolted to wall with two 10mm bolts (code:8448Z0) and sealed with silicone sealant where basin meetswall. No 12

39 "Daisy" White vitreous china semi close coupled washdownsuite comprising 90º outlet open rim pan (code: 751400) andmatching 9 litre front dual flush cistern (code: 710539) includinglid, fitments and flushpipe elbow, with matching heavy toiletseat No 12

"Libra"

40 Libra 900 x 900 x 135mm high Quarter Round acrylic showertray in colour White, set on 1:5 cement mortar bedding andpoint all round with mildew resistant silicone between showertray and tiles, all in accordance with the manufacturer'srecommendations. No 8

"Plexicor"

41 "President" 1 700mm long white acrylic bath No 4

WASTE UNIONS, ETC

"Cobra Watertech"

42 32mm "308CP" Basin waste union No 19


- 1 9 7 -


43 32mm "303CP" Basin waste union with "309CP" anti-theft plugand spindle No 31

44 40mm "316CP" Bath or sink waste union with "309CP"anti-theft plug and spindle

No 24

45 40mm "317CP" Bath waste union with "309CP" anti-theft plugand spindle No 5

TRAPS, ETC

"Marley"

46 110mm Reseal "P" or "S" trap No 3

47 40 x 300mm Sink combination for double bowl with deepseal"P" trap No 4

"Dutton Plastics Engineering" (tel: 011 - 617 5000)

48 32mm "DB20A/V" White uPVC anti-vac bottle trap No 38

49 40mm "DB22A/V" White uPVC anti-vac bottle trap No 16

50 40mm "F40PBC" Bath trap complete with overflow outlet andpipe No 4

"Cobra Watertech"

51 32mm 340 CP bottle trap No 12

52 40mm "365/50CP" bottle trap No 3

53 Ref. 373 shower trap No 8

"Rofo Sales CC"

54 "RO200V(H)NW100" Full flow floor drain No 3

TAPS, VALVES, ETC

Brass

55 22mm Fullway gate valve No 3

56 22mm Bibcock with hose union No 2


- 1 9 8 -


"Cobra Watertech"

57 15mm 433 "Nova" shower cubicle setNo 8

58 15mm "232/350CP" angle regulating valve with 350mm flexihose No 2

59 15mm "AP8.311CP" wall elbow outlet with wall flange No 4

60 15mm "832/350F" angle regulating valve with 350mm flexi hose No 42

61 15mm "107ECCP Star" bibcock without hose union No 10

62 15mm "505-21CP" elbow action pillarcock with "P-WS/6" watersaving aerator No 6

63 15mm "510-21CP" elbow action wall type medical mixer with"P-WS/6" water saving aerator No 19

64 15mm 114 -15 "Carina" pillar tap No 24

65 "Cobra Ref. 3266/047/10S" Stella sink mixer No 4

66 15mm "166/041CP Carina" wall type sink mixer No 8

67 15mm "Noka NA-956" shower mixer No 1

68 15mm "Noka NA-952" basin mixer with "P-WS/6" water savingaerator No 18

69 20mm "Noka NA-961" Shower / bath diverter mixer No 4

70 15mm Handshower attachement complete with "007MJ/CPMultijet handshower with "P-WS/9L" water saving aerator,"003/1" rail with sliding holder, "APR3.25CP" adaptor and"008/5C" flexible tubing No 4

71 15mm Handshower attachment complete with "28021CP"swivel wall bracket, "007MJ/CP Multijet" adjustable handshowerwith "P-WS/9l" water saving aerator, "AP8.311" wall outlet and"008/5C" flexible tubing No 1

72 "PB1.10RB" vacuum breaker No 8

73 "PA1.1RB Kwikflow" 400 kPa pressure reducing valve No 4


- 1 9 9 -


74 FM1.000CP "Flushmaster" toilet flush valve with FJT1.2 straightflushpipe No 2

"Geberit"

75 "Pneumatic 115.808.46.1 UR20" urinal flush valve completewith pneumatic valve, mounting frame, access panel andintegrated touch actuator No 3

SANITARY PLUMBING

uPVC pipes

76 50mm Pipes m 323

77 110mm Pipes m 71


78 50mm Bend No 120

79 110mm Bend No 45

80 50mm Junction No 58

81 110mm Pan connector No 14

82 50mm Access bend No 55

83 110mm Access bend No 33

84 50mm Access junction No 28

85 110mm Access Junction No 27

86 110mm Access bend with anti-syphon horn No 11

87 50mm Access reducing junction No 19

88 50mm "GI Two-way" vent valve No 2

89 110mm "GI Two-way" vent valve No 7

Sundries

90 Testing waste pipe system Item

WATER SUPPLIES


- 2 0 0 -


Class 16 uPVC pressure pipes with solvent welded joints

91 28mm Pipes laid in and including trenches not exceeding 1mdeep m 50

Extra over class 16 uPVC pressure pipes for fittings withsolvent welded joints

92 28mm Bend No 25

93 28mm Tee No 10

Class 0 copper pipes

94 15mm Pipes m 215

95 15mm Pipes chased into brick walls m 366

96 22mm Pipes m 410


Extra over class 0 copper pipes for capillary fittings

98 15mm Fittings No 504


ELECTRIC WATER HEATERS

"E-boil Lazer Designer Series"

100 7,5 Litre "E-Boil 791075" electrical geyser with overflow No 6

"Kwikot"

101 150 Litre horizontal electric water heater in roof includingstandard galvanised sheet iron drip tray with overflow pipe toexternal wall No 6

102 "Kwikpump GT-SKR010B-07" 3.5kW domestic heat pump for150 litre horizontal wall mounted electric water heater No 4

TESTING

103 Testing water pipe system Item

FIRE APPLIANCES ETC


- 2 0 1 -


"Chubb"

104 "Everyway" hose reel complete with 30m plastic hose,chromium plated stopcock, shut-off nozzle and wall bracket No 4

105 9kg Dry chemical fire extinguisher No 18

WATER SUPPLIES TO FIRE APPLIANCES

Class 2 copper pipes

106 28mm Pipes m 9


Extra over class 2 copper pipes for brass compressionfittings


SLEEVES

uPVC pipes

109 75mm Pipes m 4


110 75mm Bend No 4


- 2 0 2 -


Section 2

Bill No. 13

Plumbing and Drainage

COLLECTION

Page AmountNo


-193-

-194-

-195-

-196-

-197-

-198-

-199-

-200-

-201-

-202-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 13Plumbing and DrainageNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 3 -



SECTION 2

BILL NO. 14

GLAZING


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

GLAZING TO STEEL WITH PUTTY

6,38mm Normal strength clear laminated safety glass

1 Panes exceeding 0,1 and not exceeding 0,5m2 m2 150

2 Panes exceeding 0,5m2 and not exceeding 2m2 m2 10

GLAZING TO WOOD WITH PINNED ON BEADS(BEADS ELSEWHERE)

6,38mm Normal strength clear laminated safety glass

3 Panes exceeding 0,1 and not exceeding 0,5m2 m2 0.4

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

4 Mirror 600 x 600mm high with four screws No 12

5 Mirror 600 x 900mm high with four screws No 5

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 14GlazingNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 4 -



SECTION 2

BILL NO. 15

PAINTWORK


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

ON FLOATED PLASTER


1 On internal walls m2 3 198


2 On external walls m2 39

3 On ceilings and beams m2 2

ON PLASTERBOARD

One coat primer and two coats interior quality PVAemulsion paint

4 On ceilings and cornices m2 408

ON FIBRE-CEMENT


5 On ceilings and cornices m2 10


6 On duct covers m2 1

Carried to Collection R Section 2Bill No. 15PaintworkNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 5 -


One coat primer and two coats exterior quality PVAemulsion paint

7 On fascias and barge boards m2 30

8 On window sills not exceeding 300mm girth

m 44

ON METAL

Spot priming defects in pre primed surfaces with zincchromate primer and applying one undercoat and two coathigh gloss enamel paint on steel

9 On door frames m2 181

10 On recordroom and strongroom doors and frames m2 9

11 On windows with burglar bars m2 311

12 On columns and beams m2 27

13 On gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) m2 37

ON WOOD

One coat wood primer, one coat undercoat and one coatpolyurethane gloss enamel paint

14 On doors m2 399

Three coats polyurethane semi-gloss varnish

15 On doors m2 60

Prepare, stop, sand down and and apply two coats applypolyurethane varnish

16 On skirtings, rails, etc not exceeding 300 mm girth m 310

Carried to Collection R Section 2Bill No. 15PaintworkNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 6 -


Section 2

Bill No. 15

Paintwork

COLLECTION

Page AmountNo


-206-

Carried Forward to Summary of Section No. 2 R Section 2Bill No. 15PaintworkNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 7 -


SECTION SUMMARY - Builderswork

Bill Page AmountNo No

1 -144-Foundations

2 -148-Concrete, Formwork and Reinforcement

3 -152-Masonry

4 -153-Waterproofing

5 -156-Roof Coverings, etc

6 -162-Carpentry and Joinery

7 -166-Ceilings, Partitions and Access Flooring

8 -170-Floor Coverings

9 -175-Ironmongery

10 -185-Metalwork

11 -188-Plastering

12 -191-Tiling

13 -203-Plumbing and Drainage

14 -204-Glazing

15 -207-Paintwork

Carried to Final Summary R Section 2NEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 8 -



SECTION 3

BILL NO. 1

SUPPLY AND INSTALLATION OF WATERRETICULATION INCLUDING BOREHOLE (ORCONNECTION TO EXISTING WATERRETICULATION) AND ELEVATED TANK.

SABS 1200 DB : EARTHWORKS (Pipe Trenches)

EXCAVATE

a) Excavate with machine in all materials for trenches,backfill, compact and dispose of surplus material fordepth :

1 OVER and UP TO0,0 m 0,5 m m 100

2 0,5 m 1,0 m m 20

SABS 1200 L : MEDIUM PRESSURE PIPELINES

Supply, handle, lay and bed pipes complete withcouplings, test and disinfect

uPVC Class 6

3 a) 50mm dia m 160

4 d) 110mm dia m 100

uPVC Class 9

5 a) 50mm dia m 5

6 d) 110mm dia m 8

uPVC Class 12

7 a) 50mm dia m 5

8 d) 110mm dia m 4

Carried to Collection R Section 3Bill No. 1Water ReticulationNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 0 9 -


45ø Bends (uPVC )

9 a) 50mm dia No 4

10 d) 110mm dia No 2

90ø Bends (uPVC )

11 a) 50mm dia No 2

12 d) 110mm dia No 1

Reducers (uPVC)

13 a) 50Ø75Ø Bosflo z-LOK No 3

14 c) 90Ø 110Ø Bosflo z-LOK No 1

Flange Adapters for uPVC

15 a) 50mm No 2

16 d) 110mm No 1

Extra-over 8.2.1 for the supplying, fixing and bedding ofClass 16 AVK Gate Valves (valve with socket ends)

a) On newly installed uPVC pipes

17 a) 50mm No 3

18 d) 110mm No 1

Extra-over 8.2.1 for the supplying, fixing and bedding ofClass 16 AVK Non-Return Valve (valve with socket ends)

a) On newly installed uPVC pipe

19 a) 50mm No 2

20 d) 110mm No 1

21 Anchor/thrust blocks and pedestals m3 2

22 Connection to existing water reticulation L.Sum 1

SABS 1200 AH: STRUCTURAL STEEL MATERIALS(SMALL WORKS)


- 2 1 0 -


TANKS AND SUPPORT STRUCTURES:

23 a ) Supply, deliver and erect on steel stands four 5000ltanks as per the drawings complete with a manholecover.

b ) Tank to include external access ladders and 110mmdiameter inlet, outlet and overflow pipe connectionsand pipes to ground level diameter.

c) On a 6m structural steel stand.

f ) Rate to include the supply, delivery and erection onprepared foundations measured elsewhere. SUM

SABS 1200 F: CONCRETE (STRUCTURAL)

FOOTINGS AND THRUST BLOCKS

a) Concrete(25 Mpa/19 mm)

24 i) Column footing m3 6

25 ii) Thrust blocks m3 1

b) Steel Reinforcement

26 i) High tensile steel bars kg 600

c) Formwork

27 i) Column footing m2 6

28 ii) Thrust blocks m2 1

SABS 1200 LB : BEDDING (Pipes)

29 a) Prepare bedding 100mm thich m 100

30 b) Place blanket 200 mm thick over pipe from excavatedmaterial m 100

31 c) Import material for bedding and selected backfill m3 50

BOREHOLE DRILLING & CONSTRUCTION

32 a) Borehole Siting / Geophysical Survey SUM


- 2 1 1 -


33 b) Establishment SUM

c) Drilling

34 i) Drilling 165mm 0m - 50m m 50

35 ii) Drilling 165mm 50m - 100m m 50

36 iii) Drilling 165mm 100m - 150m m 50

37 iv) Reaming m 50

38 v) Solid steel casing m 50

39 vi) Perforated m 50

40 vii) End Caps No 1

41 viii) Finishing off site SUM

42 ix) Plugging No 1

43 x) Air flushing No 1

44 xi) Marker plates No 1

45 xii) Concrete slab No 1

46 xiii) Sanitary Seal No 1

d) Aquifer Assessment (Test Pumping)

47 i) Establishment No 1

48 ii) Step Test No 1

49 iii) Constant yield test - 8 hrs No 1

50 e) Pumps and piping. As specified by the Engineer. No 1


- 2 1 2 -


Section 3

Bill No. 1

Water Reticulation

COLLECTION

Page AmountNo


-210-

-211-

-212-

Carried Forward to Summary of Section No. 3 R Section 3Bill No. 1Water ReticulationNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 1 3 -



SECTION 3

BILL NO. 2

SUPPLY AND INSTALL SEWERAGE NETWORKINCLUDING A SEPTIC TANK NETWORK. (ORCONNECTION TO EXISTING SEWERAGE)

SABS 1200 DB : EARTHWORKS (Pipe Trenches)

EXCAVATE

a) Excavate with machine in all materials for trenches, backfill, compact and dispose of surplus material fordepth :

1 OVER and UP TO0,0 m 0,5 m m 145

2 0,5 m 1,0 m m 60

SABS 1200 LD : SEWERS

Supply, handle, lay and bed pipes complete withcouplings, test and disinfect

uPVC Sewer Pipe Normal Duty

3 a) 110mm dia m 245

4 b) 125mm dia m 20

5 c) 160mm dia m 201

uPVC Sewer Pipe Heavy Duty

6 a) 110mm dia m 84

11.25ø Bends (uPVC )

7 a) 110mm dia No 10

8 c) 160mm dia No 9

Carried to Collection R Section 3Bill No. 2Sewer ReticulationNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 1 4 -


45ø Bends (uPVC )

9 a) 110mm dia No 3

10 c) 160mm dia No 2

90ø Bends (uPVC )

11 a) 110mm dia No 4

Reducers (uPVC)

12 a) 110Ø 125Ø Bosflo z-LOK No 2

13 b) 125Ø 160Ø Bosflo z-LOK No 2

14 Anchor/thrust blocks and pedestals m3 3

15 Manholes No 20

16 Connection to existing sewer network Item

SABS 1200 DA : EARTHWORKS (SMALL WORKS)

EXCAVATE

a) Excavate in all material and use for backfill or dispose,as ordered:

17 i) For septic tank m3 36

18 ii) For French drain m3 8

SABS 1200 GA: CONCRETE (SMALL WORKS)

BUILDER'S WORK

a) Concrete(25 Mpa/19 mm)

19 i) Septic Tank Floor and cover m3 6

b) Steel Reinforcement

20 i) High tensile steel bars kg 600

c) Formwork

21 i) Septic Tank floor and cover m2 60


- 2 1 5 -


22 d) 230 mm brickwall including brickface every 3rd layer m2 48

23 e) 115 mm brickwall including brickface every 3rd layer m2 12

24 f) Plaster 15 mm minimum thickness m2 120

25 g) All fittings and pipework as indicated on the drawings SUM

SABS 1200 LB : BEDDING (Pipes)

26 a) Prepare bedding 100mm thick m 145

27 b) Place blanket 200 mm thick over pipe from excavatedmaterial m 145

28 c) Import material for bedding and selected backfillm m3 20


- 2 1 6 -


Section 3

Bill No. 2

Sewer Reticulation

COLLECTION

Page AmountNo


-215-

-216-

Carried Forward to Summary of Section No. 3 R Section 3Bill No. 2Sewer ReticulationNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 1 7 -



SECTION 3

BILL NO. 3

CONSTRUCTION OF STORMWATERSTRUCTURES (Provisional)

SABS 1200 DA : EARTHWORKS (SMALL WORKS)

1 a) Removal of topsoil to nominal depth of 150mm, stockpileand maintain m3 10

b) Restricted excavation of material and use for backfilling orspoil as instructed by the Engineer (Including Freehaul of500m) Backfill material to be compacted as specified byEngineer

2 i) Soft material m3 4

3 ii) Intermediate material m3 2

4 iii) Hard material m3 2

SABS 1200 LE : STORM WATER DRAINAGE

a) Concrete pipe culverts:

5 i) On class B bedding 600Ø class 100D (including beddingmaterial from excavations) m 20

6 ii) On class B bedding 900Ø class 100D (including beddingmaterial from excavations) m 20

SABS 1200 GA: CONCRETE (SMALL WORKS)

Cast in-situ concrete and formwork:

7 In inlet and outlet structures, skewed ends, catchpits,manholes, thrust and anchor blocks, including formwork andincluding class U2 surface finish (30MPa/19mm) m3 5

Carried Forward to Summary of Section No. 3 R Section 3Bill No. 3StormwaterNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 1 8 -



SECTION 3

BILL NO. 4

CONSTRUCTION OF A PARKING AREA TOACCOMMODATE 16 PASSENGER VEHICLESAND TWO AMBULANCE BAYS (Provisional).

SECTION 1700 : CLEARING AND GRUBBING

1 Clearing and grubbing Ha 2

Removal and grubbing of large trees and tree stumps:

2 a) Grith exceeding 1m up to and including 2m No 2

3 b) Grith exceeding 2m up to and including 3m No 2

SECTION 2300 : CONCRETE KERBING, CONCRETECHANNELING, CHUTES AND DOWNPIPES, ANDCONCRETE LININGS FOR OPEN DRAINS:

Concrete kerbing complete including formwork butexcluding excavation (Class 30/19 cast in-situ concreteand precast concrete kerbing)

4 a) Fig 8a prefabricated battered kerb m 300

Cast insitu concrete chutes (excluding excavation)

5 a) Cast in situ concrete (30MPa / 19mm) m3 8

6 b) Form work (Class U2 surface finish) m2 15

SECTION 3100 : BORROW MATERIALS

Excess overburden

7 a) Depth up to and including 0.5m m3 488

8 b) Depth greater than 0.5m up to and including 1.0m m3 200

Finishing off borrow areas in:

9 b) Intermediate material Ha 0.4

Carried to Collection R Section 3Bill No. 4RoadworksNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 1 9 -


SECTION 3300 : MASS EARTHWORKS

Cut and borrow to fill, including free-haul up to 0,5km

10 a) Material in compacted layer thickness of 150mm and less:

i) Compacted to 93% of modified AASHTO density m3 1 500

Cut to spoil, including free-haul up to 0,5km Materialobtained from:

11 a) Soft excavation m3 300

12 b) Intermediate excavation m3 20

13 c) Hard excavation m3 20

Roadbed preparation and the compaction of material:

14 a) Compacted to 93% of modified AASHTO density m3 600

Insitu treatment of roadbed:

15 a) In situ treatment by ripping m3 600

16 Overhaul on material hauled in excess of a free-haul distanceof 0,5km, or haul up to or through 1,0km (restricted overhaul) m3 600

17 Overhaul on material hauled in excess of 1,0km (ordinaryoverhaul) m3.Km 600

SECTION 3400 : PAVEMENT LAYERS OF GRAVELMATERIAL

Pavement layers constructed from gravel taken from cut orborrow, including free-haul up to 1,0km:

a) Gravel subbase compacted to:

18 i) 95% of modified AASHTO density (150mm) m3 600

b) Gravel base (chemically stabilized material) compactedto:

19 i) 98% of modified AASHTO density (100mm) m3 600

20 Overhaul on material hauled in excess of 1,0km (ordinaryoverhaul) m3.Km 600


- 2 2 0 -


SECTION 3500 : STABILIZATION

Chemical stabilization extra over unstabilized compactedlayers:

21 a) Gravel base (100mm thick) m3 600

Chemical stabilizing agent:

22 a) Ordinary Portland cement t 10.00

23 Provision and application of water for curing K.Lt 200

SECTION 7300 : CONCRETE BLOCK PAVING FORROADS

24 Type S-A Double Zig-Zag 60mm (Sand bedding to be 20mmthick and mixed with 2% OPC) m2 3 000

SECTION 5700 : ROAD MARKINGS

Road marking paint:

25 a) 100mm White lines (broken or unbroken) m 550

26 b) 150mm Yellow lines (broken or unbroken) m 250

27 c) White lettering and symbols m2 50

28 d) Yellow lettering and symbols m2 20

29 e) Transverse lines, painted island and arrestor bed markings(any colour) m2 20

30 Setting out and premarking the lines (excluding traffic-islandmarkings, lettering and symbols) Item


- 2 2 1 -


Section 3

Bill No. 4

Roadworks

COLLECTION

Page AmountNo


-220-

-221-

Carried Forward to Summary of Section No. 3 R Section 3Bill No. 4RoadworksNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 2 2 -



SECTION 3

BILL NO. 4

SUPPLY AND INSTALL FENCING AROUNDCLINIC GROUNDS

FENCING

Type I reinforced precast concrete palisde fence finishedsmooth on exposed surfaces, inluding site clearance andpreparation of ground

1 a) Clear and grub vegetation to a width adequate for theerection of the fencing and leveling of ground m 600

2 b) Palisade fence 1.8m high above ground with over flatground with 60mm tapering to 100mm x 1.8m intermediateposts and end posts at 2m centres cast onto concretebases,100 x 60mm x 2m long top and bottom rails with endsgrouted into mortices in posts and 60 mm tapering to 100 x60 x 1.8m long palings at 50 mm centres bolted to rails atintersections including stopping off bolt holes with cementmortar. m 600

3 Gate 1,2 x 1,8m high including sliding lock and padlock No 2

4 Double gate 6 x 1,8m high including heavy duty hasp andstaple, padlock and two barrel bolts with two keeps in andincluding concrete anchor blocks No 2

Carried Forward to Summary of Section No. 3 R Section 3Bill No. 5FencingNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 2 3 -


SECTION SUMMARY - External Works

Bill Page AmountNo No

1 -213-Water Reticulation

2 -217-Sewer Reticulation

3 -218-Stormwater

4 -222-Pakring

5 -223-Fencing

Carried to Final Summary R Section 3NEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

- 2 2 4 -



SECTION 4

BILL NO. 1

PROVISIONAL SUMS

NOTES:

1. The Contractor's attention is drawn specifically to thePrincipal Building Agreement Clause 20.0 (NominatedSub-Contractors), Clause 21.0 (Selected Sub-Contractors)and Clause 22 (Work by Others) and to the relatedClauses in Section 1, Bill No. 1 - Preliminaries

2. The Contractor's attention is drawn also to the definitionof attendance on Nominated or Selected Sub-Contractorsand of fuel, power and water for commissioning ofmechanical and other specialised installations given in theJBCC Preliminaries

3. Where special attendance includes the provision ofhoisting facilities for a Sub-Contractor then the Contractorshall:-

* Ensure that the capacities of his hoisting equipmentare sufficient to deal with the masses and the quantitiesof the items to be hoisted,

* Schedule the times of availability of the hoistingequipment for each Sub-Contractor,

* Provide all necessary personnel to operate thehoisting equipment,

all to enable the Sub-Contractor to execute the hoisting orlowering of his material, etc. using the facilities provided bythe Contractor

4. Under no circumstances may any Provisional Amount,etc. be extended at an amount lower than the amountgiven in this Bill

5. CPAP Formula Work Group 190 shall apply to all lumpsum amounts of profit and attendance

Carried to Collection R Section 4Bill No. 1Provisional SumsNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

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PROVISIONAL SUMS FOR NOMINATED / SELECTEDSUB-CONTRACTS

Electrical Installation

1 Provide the amount of R 2 640 000.00 (Two Million SixHundred and Fourty Thousand Rand) for Electrical Installationto 24 Hour Clinic supplied and installed complete Item 2 640 000 00

2 Profit %

3 Allow for general attendance %

Electrical Installation to Staff Housing

4 Provide the amount of R 300 000.00 (Three Hundred ThousandRand) for Electrical Installation to Staff Housing supplied andinstalled complete Item 300 000 00

5 Profit %


UPS Installation

7 Provide the sum of R 132 000.00 (One Hundred and Thirty Two Thousand Rand) for UPS IT Room installation, supplied andinstalled complete Item 132 000 00

8 Profit %


Earthing of Roof Installation

10 Provide the sum of R 40 000.00 (Fourty Thousand Rand) forEarthing Roof installation, supplied and installed complete Item 40 000 00

11 Profit %


Alarm System Installation

13 Provide the sum of R 30 000.00 (Thirty Thousand Rand) forAlarm System installation, supplied and installed complete Item 30 000 00

14 Profit %


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Gate House and Site Lighting Installation

16 Provide the sum of R 150 000.00 (One Hundred and FiftyThounsand Rand) for gate house and site lighting installation,supplied and installed complete Item 150 000 00

17 Profit %


M.V. Substation and Reticulation Installation

19 Provide the sum of R 600 000.00 (Six Hundred ThounsandRand) for M.V. Substation and reticulation installation, suppliedand installed complete Item 600 000 00

20 Profit %


Generator Installation

22 Provide the sum of R 265 000.00 (Two Hundred and Sixty FiveThousand Rand) for generator installation, supplied andinstalled complete Item 265 000 00

23 Profit %


Stoves Installation

25 Provide the sum of R 22 000.00 (Twenty Two Thousand Rand)for stoves installation, supplied and installed complete Item 22 000 00

26 Profit %


Bedhead Ducting Installation

28 Provide the sum of R 132 000.00 (One Hundred and Thirty TwoThousand Rand) for bedhead ducting installation, supplied andinstalled complete Item 132 000 00

29 Profit %


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Nurse Call System Installation

31 Provide the sum of R 44 000.00 (Fourty Four Thousand Rand)for nurse call system installation, supplied and installedcomplete Item 44 000 00

32 Profit %


Air Conditioning Installation

34 Provide the sum of R 702 000.00 (Seven Hundred and TwoThousand Rand) for air conditioning installation, supplied andinstalled complete Item 702 000 00

35 Profit %


Medical Gas Installation

37 Provide the sum of R 96 800.00 (Ninety Six Thousand EightHundred Rand) for medical gas installation, supplied andinstalled complete Item 96 800 00

38 Profit %


Autoclave Installation

40 Provide the sum of R 242 000.00 (Two Hundred and FourtyTwo Thousand Rand) for Autoclave installation, supplied andinstalled complete Item 242 000 00

41 Profit %


Heat Pumps for Hot Water Installation

43 Provide the sum of R 48 400.00 (Fourty Eight Thousand FourHundred Rand) for Heat Pumps installation, supplied andinstalled complete Item 48 400 00


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44 Profit %


Joinery Fittings Installation

46 Provide the amount of R 1 000 000.00 (One Million Rand) forJoinery Fittings Installation supplied and installed complete Item 1 000 000 00

47 Profit %


Signage Installation

49 Provide the amount of R 50 000.00 (Fifty Thousand Rands) forSignage Installation supplied and installed complete Item 50 000 00

50 Profit %


Landscaping

52 Provide the sum of R 250 000.00 (Two Hundred and FiftyThousand Rand) for landscaping supplied and installedcomplete Item 250 000 00

53 Profit %


Carports

55 Provide the sum of R 50 000.00 (Fifty Thousand Rand) forcarports supplied and installed complete Item 50 000 00

56 Profit %


ESCALATION

58 Provide the sum of R 600 000.00 (Six Hundred ThousandRand) for Escalation, to be expended as theAgent/Representative may direct or deduct in whole or in part, ifnot required Item 600 000 00


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RISK ALLOWANCE

59 Provide the sum of R 885 000.00 (Eight Hundred and EightyFive Thousand Rand) for Risk Allowance, to be expended asthe Agent/Representative may direct or deduct in whole or inpart, if not required Item 885 000 00

VARIATIONS

60 Provide the sum of R 5 000 000.00 ( Five million Rand) forprovision for variation to builderswork with approval from theclient representative. The client may direct or deduct in whole orin part, if not required Item 5 000 000 00


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Section 4

Bill No. 1

Provisional Sums

COLLECTION

Page AmountNo


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-229-

-230-

Carried to Final Summary R Section 4Bill No. 1Provisional SumsNEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

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FINAL SUMMARY

Section Page AmountNo No

1 -138-Preliminaries

2 -208-Builderswork

3 -224-External Works

4 -231-Provisional Sums

Sub Total R

PART A: BUILDERS WORK

Contingencies

Allow the sum of R 1 830 000.00 (One Million Eight Hundredand Thirty Thousand Rand) for contingencies to be used at thediscretion of the Principlal Agent and to be deducted in whole orin part if not required Item 1 830 000 00

Sub Total R

Add value added tax @ 14% R

Carried to Form of Tender R

NEW NHLAZATSE CHC - 12 HOURGERT SIBANDE DISTRICT

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