BUILDING AGREEMENT AND PRELIMINARIES · SECTION 1 BILL NO. 1 PRELIMINARIES The JBCC Series 2000 Principal Building Agreement (July 2007 edition 5.0 - reprint 1) prepared by the Joint

AmountItemNo

Quantity Rate

Meclenburg LDSD Offices

SECTION 1

BILL NO. 1

PRELIMINARIES

The JBCC Series 2000 Principal Building Agreement (July 2007 edition 5.0 - reprint 1) prepared by the Joint Building Contracts Committee shall be the applicable building agreement, amended as hereinafter described

BUILDING AGREEMENT AND PRELIMINARIES

The JBCC Principal Building Agreement Contract Data EC and the JBCC Principal Building Agreement Contract Data CE form an integral part of this agreement

The ASAQS Preliminaries (November 2007 edition) published by the Association of South African Quantity Surveyors for use with the said JBCC Principal Building Agreement shall be deemed to be incorporated in these bills of quantities

Contractors are referred to the abovementioned documents for the intent and meaning of each clause thereof

These clauses are hereinafter referred to by clause number and heading only. Where standard clauses or alternatives are not entirely applicable to this agreement such modifications, corrections or supplements as will apply are given under each relevant clause heading and such modifications, corrections or supplements shall take precedence notwithstanding anything contrary contained in the abovementioned documents

Where any item is not relevant to this specific agreement such item is marked N/A (signifying "not applicable")

133

PreliminariesBill No. 1Section 1

Carried to Collection R


The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained

PREAMBLES FOR TRADES

Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the said Model Preambles

The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles

Should the contractor select Option A in terms of subclause 3.2.1 in the Contract Data - Contractor to Employer (CE) for the purpose of adjustment of these preliminaries, the amount entered into the amount column in these preliminaries is to be divided into one or more of the three categories provided namely Fixed (F), Value Related (V) and Time Related (T)

PRICING OF PRELIMINARIES

SECTION A: PRINCIPAL BUILDING AGREEMENT

Item

Clause 1.0 - Definitions and interpretation

The measuring system used for the preparation of the bills of quantities is the Standard System of Measuring Building Work (sixth edition, revised 1999) published by the Association of South African Quantity Surveyors [1.1]

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

1

Definitions (A1)

134




Item

Clause 2.0 - Offer acceptance and performance obligations

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

2

Objective and preparation (A2 - A14)

Item

Clause 3.0 - Documents

Refer to Annexure A for a list of the contract drawings

Provision is made in the summary page of these bills of quantities for the inclusion of Value Added Tax (VAT) [3.5]

The principal agent shall decide which portion of the priced document may be used as a specification of materials and goods or methods, if any [3.9]

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

3

Item

Clause 4.0 - Design responsibility

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

4

Item

Clause 5.0 - Employer's agents

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

5

Item

Clause 6.0 - Contractor's site representative

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

6

135




Item

Clause 7.0 - Compliance with laws and regulations

Without limiting the generality of the provisions of clause 7.0, the contractor's attention is drawn to the provisionsof the Construction Regulations, 2003 issued in terms of the Occupational Health and Safety Act, 1993. It is specifically stated that the employer shall prepare a documented health and safety specification for the works and that the employer shall ensure that the contractor has made provision for the cost of health and safety measures during the execution of the works. The contractor shall price opposite this item for compliance with the act and the regulations and the reasonable provisions of the aforementioned health and safety specification [7.1]

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

7

Item

Clause 8.0 - Works risk

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

8

Item

Clause 9.0 - Indemnities

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

9

Item

Clause 10.0 - General insurances

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

10

Item

Clause 11.0 - Special insurances

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

11

Item

Clause 12.0 - Effecting insurances

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

12

Item

Clause 13.0 - Assignment

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

13

136




Item

Clause 14.0 - Security

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

14

Item

Clause 15.0 - Preparation for and execution of the works

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

15

Execution (A15 - A23)

Item

Clause 16.0 - Site and access

Certain areas will be occupied during the construction period and the contractor must execute the works with as little noise and disturbance as possible to the occupants. [16.6]

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

16

Item

Clause 17.0 - Contract instructions

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

17

Item

Clause 18.0 -Setting out of the works

The contractor shall notify the principal agent if any encroachment of adjoining foundations, buildings, structures, pavements, boundaries, etc. exist in order that the necessary arrangements may be made for the rectification of any such encroachments [18.1]

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

18

Item

Clause 19.0 - Temporary works and plant

Clause 19.1.1 - Enclosure of the works

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

19

Item

Clause 19.1.2 - Office accommodation - provide suitable office accomodation for site meetings with tables and chairs for ten people

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

20

137




Item

Clause 20.0 - Nominated subcontractors

Refer to the provisions on general attendance hereinafter

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

21

Item

Clause 21.0 - Selected subcontractors

General attendance of n/s subcontractors for pricing by the contractor shall be in accordance with the n/s agreement. Notwithstanding this provision, general attendance shall be deemed to include for the contractor to provide free of charge to any n/s subcontractor such scaffolding as may reasonably be required by such n/s subcontractor for the execution of the relevant subcontract work

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

22

Item

Clause 22.0 - Employer's direct contractors

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

23

Item

Clause 23.0 - Contractor's domestic subcontractors

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

24

Item

Clause 24.0 - Practical completion

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

25

Completion (A24 - A30)

Item

Clause 25.0 - Works completion

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

26

Item

Clause 26.0 - Final completion

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

27

138




Item

Clause 27.0 - Latent defects liability period

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

28

Item

Clause 28.0 - Sectional completion

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

29

Item

Clause 29.0 - Revision of date for practical completion

The removal and replacement of materials and/or workmanship which do not conform to the specification or the contract drawings shall not constitute grounds for the extension of the construction period nor for the adjustment of the contract value (Clause 29.3)

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

30

Item

Clause 30.0 - Penalty for late or non-completion: 0.05% of the Contract Amount inclusive of Value Added Tax per Calendar day

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

31

Item

Clause 31.0 - Interim payment

Materials and goods stored off site shall not be included in the amount authorised for payment [31.6.5]

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

32

Payment (A31 - A35)

139




N/A

Clause 32.0 - Adjustment to the contract value - NOT APPLICABLE

All fluctuations in costs, with the exception of fluctuations in the rate of Value Added Tax, shall be for the account of the contractor [32.13]

Where prices are submitted by the contractor or n/s subcontractor during the progress of the works in respect of contract instructions or in regard to a claim under the terms of the agreement and notwithstanding the fact that such prices may be used in an interim payment certificate there is to be no presumption of acceptance. Should the principal agent wish to accept any such prices prior to the issue of the certificate of final completion, it shall be in writing

The contractor shall not receive any mark-up for overheads and profit on any omission of tenant installation work or tenant installation work by others. Claims for loss of profit shall not be entertained [32.2]

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

33

Item

Clause 33.0 - Recovery of expense and loss

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

34

Item

Clause 34.0 - Final account and final payment

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

35

Item

Clause 35.0 - Payment to other parties

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

36

Item

Clause 36.0 - Termination by employer - contractor's default

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

37

Termination (A36 - A39)

140




Item

Clause 37.0 - Termination by employer - loss and damage

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

38

Item

Clause 38.0 - Termination by contractor - employer's default

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

39

Item

Clause 39.0 - Termination - cessation of the works

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

40

Item

Clause 40.0 - Settlement of disputes

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

41

Dispute (A40)

Item

Clause 41.0 - Post tender provisions

The contractor is to complete and submit with his tender the JBCC Principal Building Agreement Contract Data CE

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

42

Contract variables (A41 - A42)

Item

Clause 42.0 - Contractual agreement

The required information of the parties and the amount of the contract sum shall be inserted in the agreement for signature of the agreement by the parties

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

43

SECTION B: PRELIMINARIES

141




Item

Clause 1.0 - Definitions and interpretation

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

44

Definitions and interpretation (B1)

Item

Clause 2.1 - Checking of documents

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

45

Documents (B2)

Item

Clause 2.2 - Provisional bills of quantities

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

46

Item

Clause 2.3 - Availability of construction documentation

The budgetary allowances and selected subcontract amounts allocated for subsequent trades included in this agreement will be separately procured, based on multiple procurement of selected subcontractors during the construction period

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

47

Item

Clause 3.1 - Previous work - dimensional accuracy

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

48

Previous work and adjoining properties (B3)

Item

Clause 3.2 - Previous work - defects

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

49

Item

Clause 3.3 - Inspection of adjoining properties

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

50

142




Item

Clause 4.1 - Samples of materials

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

51

Samples, shop drawings and manufacturer's instructions (B4)

Item

Clause 4.2 - Workmanship samples

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

52

Item

Clause 4.3 - Shop drawings

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

53

Item

Clause 4.4 - Compliance with manufacturer's instructions

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

54

Item

Clause 5.1 - Deposits and fees

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

55

Deposits and fees (B5)

Item

Clause 6.1 - Water

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

56

Temporary services (B6)

Item

Clause 6.2 - Electricity

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

57

Item

Clause 6.3 - Telecommunication facilities

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

58

Item

Clause 6.4 - Ablution facilities

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

59

143




Item

Clause 7.1 - Responsibility for prime cost amounts

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

60

Prime cost amounts (B7)

Item

Clause 8.1 - Special attendance

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

61

Special attendance on n/s subcontractors (B8)

Item

Clause 9.1 - Protection of the works

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

62

General (B9)

Item

Clause 9.2 - Protection/isolation of existing/ occupied works

Certain areas of the sitewill be occupied during the construction period (see item 4 page 14)

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

63

Item

Clause 9.3 - Security of the works

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

64

Item

Clause 9.4 - Notice before covering work

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

65

Item

Clause 9.5 - Disturbance

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

66

Item

Clause 9.6 - Environmental disturbance

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

67

144




Item

Clause 9.7 - Works cleaning and clearing

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

68

Item

Clause 9.8 - Vermin

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

69

Item

Caluse 9.9 - Overhand work

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

70

Information necessary for elections and completion of those clauses contained in the schedule which are necessary for tender purposes is given hereunder. Where no information is given it shall mean that no specific requirements are expected or that the clause is not relevant to this specific contract

Schedule of variables (B10)

10.1 - Provisional bills of quantities [2.2] The quantities are provisional No

10.2 - Availability of construction documentation [2.3] Construction documentation is complete Yes

10.3 - Previous work - dimensional accuracy [3.1]

10.4 - Previous work - defects [3.2]

10.5 - Inspection of adjoining properties [3.3]

10.6 - Water [7.2]

Option A (by contractor) YesOption B (by employer - free of charge) NoOption C (by employer - metered) No

145




10.7 - Electricity [7.3]

Option A (by contractor) YesOption B (by employer - free of charge) NoOption C (by employer - metered) No

10.8 - Telecommunications [7.4]

Telephone YesFacsimile YesE-mail Yes

10.9 - Ablution facilities [7.5]

Option A (by contractor) YesOption B (by employer) No

10.10 - Protection of the works [9.1]

10.11 - Protection/isolation of existing/sectionally occupied works [9.2]

Protection/isolation is requiredNo

10.12 - Disturbance [9.5]

10.13 - Environmental disturbance [9.6]

Any special items to meet the particular circumstances of a specific project are embodied in this section. Where required for an aspect of the works to be executed according to a design by a consulting engineer, a recital of the headings to the individual clauses of the JBCC Engineering General Conditions are included

SECTION C: SPECIFIC PRELIMINARIES

146




Item

Black economic empowerment and training

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

71

Item

Proprietary branded products

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

72

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

Item

Contract instructions

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

73

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

Item

Labour record

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

74

At the end of each week the contractor shall provide the principal agent with a written record, in schedule form, reflecting the number and descriptions of tradesmen and labourers employed by him and all subcontractors on the works each day of that week

Item

Plant record

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

75

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

147




Item

Guarantees

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

76

Where guarantees are called for, the contractor shall obtain a written guarantee, addressed to the employer, from the firm supplying the materials and/or doing the work and shall deliver same to the principal agent on the certified completion of the contract. The guarantee shall state that workmanship, materials and installation are guaranteed for a specified period from the date of certified completion of the contract, and that any defects that may arise during the specified period shall be made good at the expense of the firm supplying the materials and/or doing the work, upon written notice from the principal agent to do so. This guarantee will not be enforced if the work is damaged by defects in the construction of the building in which case the responsibility for replacement shall rest entirely with the contractor. The principal agent shall be the sole judge of the cause responsible for defects in the work and his decision shall be final and binding in terms of clause 40.2 of the agreement

Item

Overtime

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

77

Should overtime be required to be worked for any reason whatsoever, the costs of such overtime are to be borne by the contractor unless the principal agent has specifically authorised, in writing, prior to execution thereof, that costs for such overtime are to be borne by the employer

Item

Co-operation of contractor for cost management

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

78

148




It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants in implementing proper cost management. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors

Item

Occupational Health and Safety Specification

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

79

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

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

The contractor must take note that compliance with the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is compulsory. In the event of parial or total non-compliance, the principal agent, notwithstanding the provisions of clause A31.0 of Section A or any other clause to the contrary, reserves the right to delay issuingany progress payment certificate until the contractor provides satifactory proof of compliance. The contractor shall not be entitled to any compensation of whatsoever nature, including extension of time or interest, due to such delay of payment.

Provisions for pricing of the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is made under this clause and it is explicitly pointed out that all requirements of the aforementioned are deemed to be priced hereunder and no additional claims in this regard shall be entertained.

149




Item

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

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

80

Item

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

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

81

Item

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

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

82

Item

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

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

83

Item

Allow for compulsory health and safety files that must be completed daily and must be handed to the employer on completion of the contract

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

84

Item

Scope of Application as per Act No 85 of 1993

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

85

150




Item

Notification of Construction Work as per Act No 85 of 1993

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

86

Item

Employer's responsiblities as per Act No 85 of 1993

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

87

Item

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

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

88

Item

Supervision of construction work as per Act No 85 of 1993

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

89

Item

Risk assessment as per Act No 85 of 1993

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

90

Item

Fall protection as per Act No 85 of 1993

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

91

151




Item

Structures Formwork and Support as per Act No 85 of 1993

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

92

Item

Excavation as per Act No 85 of 1993

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

93

Item

Demolotion work as per Act No 85 of 1993

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

94

Item

Tunnelling as per Act No 85 of 1993

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

95

Item

Scaffolding as per Act No 85 of 1993

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

96

Item

Suspended platforms as per Act No 85 of 1993

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

97

152




Item

Botswains chairs as per Act No 85 of 1993

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

98

Item

Materials hoists as per Act No 85 of 1993

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

99

Item

Batch plant as per Act No 85 of 1993

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

100

Item

Explosive powered tools as per Act No 85 of 1993

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

101

Item

Cranes as per Act No 85 of 1993

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

102

Item

Construction vehicles and mobile plant as per Act No 85 of 1993

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

103

153




Item

Electrical installations and machinery on construction sites as per Act No 85 of 1993

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

104

Item

Use and temporary storage of flammable liquids on construction sites as per Act No 85 of 1993

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

105

Item

Water environments as per Act No 85 of 1993

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

106

Item

Housekeeping on construction sites as per Act No 85 of 1993

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

107

Item

Stacking and storage on construction sites as per Act No 85 of 1993

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

108

Item

Fire precautions as per Act No 85 of 1993

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

109

154




Item

Construction welfare as per Act No 85 of 1993

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

110

Item

Approved inspection Authorities as per Act No 85 of 1993

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

111

Item

Offences and penalties as per Act No 85 of 1993

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

112

Item

Repeal of regulations as per Act No 85 of 1993

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

113

Item

Short title as per Act No 85 of 1993

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

114

Item

Obligatory Sub-contracting and Training

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

115

155




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

The Principal Agent and the Contractor shall at all times make sure 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 the necessary skills transfer and assistance to complete the sub-contracted section of the works.

The Principal Agent and the Contractor shall provide the necessary documentation to the Domestic Sub-Contractor for upgrading of the rating by CIDB.

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

Item

Expanded Public Works Programme

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

116

The Contractor shall study the guidelines for the implimentation of labour-intensive infrastructure projects under the Expanded Public Works Programme (EPWP) attached to this document. The Contractor shall take note of the requirements and inform all selected and or other sub-contractors, as no claim afterwards will be entertained

Item

C11.1 Local and targeted labour

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

117

Item

Allow for regular submission of proof of employment of local skilled and unskilled labour to Employer's representative

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

118

156




Item

Training allowance paid to targeted labour in respect of formal training.

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

119

Item

Extra over for the administration of payment of training allowances to targeted labour

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

120

Item

Transport and accommodation of workers for training where it is not possible to undertake the training in close proximity to the site

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

121

Item

C12: Contract drawings

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

122

The drawings issued with the tender documents do not comprise the complete set but serve as a guide only for tendering purposes and for indicating the scope of the work to enable the tenderer to acquaint himself with the nature and extent of the works and the manner in which they are to be executed

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

Item

C13: General preambles

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

123

157




Item

C14: Trade names

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

124

Wherever a trade name form any product has been described in the bills of quantities / lump sum document, the tenderer's attention is drawn to the fact that any other product of equal quality may be used subject to the written approval of the principal agent being obtained prior to the closing date for submission of tenders

If prior written approval for an alternative product is not obtained, the product described shall be deemed to have been tendered for

Item

C15: Community Liaison Officer

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

125

Item

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

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

126

Item

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

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

127

Item

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

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

128

158




Item

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

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

129

Item

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

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

130

Item

General requirements (Clause 4.1)

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

131

Item

HIV/AIDS awareness programme (Clause 4.2)

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

132

Item

Reporting (Clause 4.3)

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

133

Category : Fixed R........................................

Category : Value R........................................

Category : Time R........................................

SUMMARY OF CATEGORIES

159



154

153

152

151

150

149

148

147

146

145

144

143

142

141

140

139

138

137

136

135

134

133Total Brought Forward from Page No.

Preliminaries

Section 1

Bill No. 1

AmountPageNo

COLLECTION


160


Carried Forward R

Preliminaries

Section 1

Bill No. 1

AmountPageNo

COLLECTION

Brought Forward R


159

158

157

156


161


Carried to Final Summary R

AmountItemNo

Quantity Rate


SECTION 2

BUILDINGS

BILL NO. 1

NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes

FOUNDATIONS (PROVISIONAL)

SUPPLEMENTARY PREAMBLES

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

Nature of ground

Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site

Carting away of excavated material

EARTHWORKS

SITE CLEARANCE ETC

2,748m2

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

1

Site clearance

2,748m2Stripping average 150mm thick layer of top soil and stockpiling on site

2

EXCAVATION, FILLING, ETC

655m3Reduced level3

Excavation in earth not exceeding 2m deep

162

Foundations (Provisional)Bill No. 1Section 2



487m3Trenches4

37m3Holes5

28m3Soft rock6

Extra over trench and hole excavations in earth for excavation in

15m3Hard rock7

989m3Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor

8

Extra over all excavations for carting away

1,539m2Sides of trench and hole excavations not exceeding 1,5m deep

9

Risk of collapse of excavations

ItemKeeping excavations free of all water other than subterranean water

10

Keeping excavations free of water

402m3Under floors, steps, pavings, etc11

Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density

306m3Backfilling to trenches, holes, etc12


Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density


Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II B-L 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density

1,247m2Under floors etc15

Coarse river sand filling supplied by the contractor

163




SOIL POISONING

1,453m2

Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming

16

Soil insectiside

1,885m2To bottoms and sides of trenches17

CONCRETE

(CPAP FORMULA WORK GROUP NO. 110)

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

22m3Surface blinding under footings and bases18

15MPa/19mm concrete

REINFORCED CONCRETE

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

7m3Strip footings19

25MPa/19mm concrete

12m3Bases20

1m3Columns21

40MPa/19mm concrete

101m3Beams22

36NoMaking and testing 150 x 150 x 150mm concrete strength test cube (Provisional)

23

TEST BLOCKS

ROUGH FORMWORK (DEGREE OF ACCURACY II)

164




208mEdges, risers, ends and reveals not exceeding 300mm high or wide (Provisional)

24

Rough formwork to sides

34m2Column bases25

Rough formwork to soffits

24m2Vertical sides of columns26

REINFORCEMENT


1.61t8mm Diameter bars 27

Mild steel reinforcement to structural concrete work


High tensile steel reinforcement to structural concrete work

12.95t12mm Diameter bars29


MOVEMENT JOINTS, ETC

224m12mm Joints not exceeding 300mm high31

Expansion joints with softboard between vertical concrete surfaces

BRICKWORK


109m2One brick walls32

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

545m150mm Wide reinforcement built in horizontally33

Brickwork reinforcement

FACE BRICKWORK

165




100m2Extra over brickwork for face brickwork34

External face bricks (Prime Cost Amount R 5 000.00/1000) pointed with flush horizontal and vertical joints

166



Foundations (Provisional)

Section 2

Bill No. 1

AmountPageNo

COLLECTION


166

165

164

163


167


Carried Forward to Summary of Section No. 2 R

AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 2


CONCRETE, FORMWORK AND REINFORCEMENT


The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the Principal Agent. The testing shall be undertaken by an independent firm or institution nominated by the contractor to the approval of the Principal Agent. (Test cubes are measured separately)

Cost of tests

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

Formwork

The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself.

Formworks to soffits of solid etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described

168

Concrete, Formwork and ReinforcementBill No. 2Section 2



Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in "Earthworks"

UNREINFORCED CONCRETE

2m3Steps, urinal steps, cupboard platforms, etc1

25MPa/19mm concrete

REINFORCED CONCRETE

1m3Vanity slabs, cupboard slabs, cover slabs, etc2

25MPa/19mm concrete

185m3Surface beds on waterproofing3

30MPa/19mm concrete

41m3Ramps, Aprons, etc4

15m3Roof slab5

20m3Roof beams and inverted beams6

2m3Walls7

7m3Isolated beams8

3m3Concrete benches/planter9

6m3Columns10

40MPa/19mm concrete

20NoMaking and testing 150 x 150 x 150mm concrete strength test cube (Provisional)

11

TEST BLOCKS

CONCRETE SUNDRIES

169




19m2Vanity slabs, cupboard slabs, cover slabs, etc12

Finishing top surfaces of concrete smooth with a steel trowel including rounding edges to form a bullnose finish

410m2Ramps, slabs, etc to falls13

Finishing top surfaces of concrete smooth with a wood float

SMOOTH FORMWORK (DEGREE OF ACCURACY II)


19m2Vanity slabs, cupboard slabs, cover slabs, etc. propped up not exceeding 1500mm high

14

Smooth formwork to

12mEdges, risers, ends and reveals not exceeding 300mm high

15

Smooth formwork to sides

ROUGH FORMWORK (DEGREE OF ACCURACY II)

195mEdges, risers, ends and reveals not exceeding 300mm high or wide (Provisional)

16

Rough formwork to sides

90m2Slabs propped up exceeding 3,5m and not exceeding 5,0m high

17

Rough formwork to soffits

20m2Vertical sides of walls18

66m2Sides and soffit of isolated beams19

217m2Vertical sides and soffit of beams20

16m2Sides of concrete benches/planter21

34m2Vertical sides of circular columns22

Smooth formwork to

170




MOVEMENT JOINTS ETC

563mNot exceeding 300mm wide23

Slip joint formed of two layers 375micron embossed damp proof courses between horizontal concrete and brick surfaces including cement mortar bed

1,052m10mm Joints not exceeding 300mm high24

Expansion joints with closed cell expanded polystirene joint filler between vertical concrete surfaces

629m10mm Joints not exceeding 300mm high25

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

892m3 x 30mm Saw cut joints in two operations in top of concrete

26

Saw cut joints

REINFORCEMENT (PROVISIONAL)



Mild steel reinforcement to structural concrete work


High tensile steel reinforcement to structural concrete work


2.21t12mm Diameter bars30


1,235m2Type 395 fabric reinforcement in concrete surface beds, slabs, etc

32

Fabric reinforcement

222m2Type 193 fabric reinforcement in concrete surface beds, slabs, etc

33

171



Concrete, Formwork and Reinforcement

Section 2

Bill No. 2

AmountPageNo

COLLECTION


171

170

169


172



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 3


MASONRY


BRICKWORK

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

Sizes in descriptions

Bricks shall be ordered timeously to obtain uniformity in size and colour

Face bricks

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

Pointing

SUPERSTRUCTURE

501m2Half brick walls1

Brickwork of NFP bricks in class II mortar

72m2One brick walls in beamfilling2

725m2One brick walls3

532m2280mm cavity wall4

196m2345mm brick walls5

BRICKWORK SUNDRIES

173

MasonryBill No. 3Section 2



2,315m75mm Wide reinforcement built in horizontally6

Brickwork reinforcement



64m110 x 75mm Lintels in lengths not exceeding 3m9

Prestressed fabricated lintels

113m110 x 75mm Lintels in lengths exceeding 4.5m and not exceeding 6,0m

10

236m230 x 75mm Lintels in lengths not exceeding 3m11

20m330 x 75mm Lintels in lengths exceeding 4.5m and not exceeding 6,0m

12

233No30 x 1,6mm Roof tie 1,5m long with one end fixed to timber and other end built into brickwork

13

Galvanised hoop iron cramps, ties, etc

FACE BRICKWORK

1,273m2Extra over brickwork for face brickwork14

External face bricks (Prime Cost Amount R 5 000.00/1000) pointed with flush horizontal and vertical joints

WINDOW SILLS

330m180mm Wide sill set sloping and slightly projecting15

Brick-on-edge header course copings, sills, etc with wood float plaster pointed with flush joints on all exposed faces

174



Masonry

Section 2

Bill No. 3

AmountPageNo

COLLECTION


174


175



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 4


WATERPROOFING

DAMP-PROOFING OF WALLS AND FLOORS

32m2In walls1

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

1,247m2Under surface beds2

One layer of 250 micron "Consol Plastics Gunplas USB Green" waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape"

JOINT SEALANTS, ETC

1,000m5 x 40mm In saw cut joints in floors3

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

176

WaterproofingBill No. 4Section 2


AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 5


ROOF COVERINGS ETC

Where roof coverings are fixed on top of rigid board insulation to purlins, etc. descriptions of roof coverings are to include therefor.

PROFILED METAL SHEETING AND ACCESSORIES

1,174m2Roof covering with pitch not exceeding 25 degrees1

0,6mm "Kliplok" roof sheeting or equally approved, on timber purlins in strict accordance to manufacturer's specification on timber roof structure and structural engineer's detail

343mFlashing to edges of sheeting and sides of parapet2

375m2Roof covering with pitch not exceeding 25 degrees3

0,6mm "Kliplok" roof sheeting or equally approved, on steel purlins in strict accordance to manufacturer's specification on timber roof structure and structural engineer's detail

62mFlashing to edges of sheeting and sides of parapet4

ROOF AND WALL INSULATION

"Sisalation FR430" fire retardant aluminium foil insulation

1,619m2

Insulation laid taut over rafters (at approximately 1 200mm centres) and fixed concurrent with battens, purlins, etc

5

"Sisalation 410" housing grade glass fibre reinforced aluminium foil bonded insulation

177

Roof Coverings, etcBill No. 5Section 2


AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 6

NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No.126 for CPAP formula purposes

CARPENTRY AND JOINERY


Particle board shall comply with the following specifications:

a) SABS 1300 Particle board: exterior and flooring type

b) SABS 1301 Particle board: interior type

Particle board:

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

Joinery:

Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes

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

Fixing

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

Decorative laminate finish:

ROOFS, ETC

178

Carpentry and JoineryBill No. 6Section 2



The following is applicable in respect of roof trusses:

Trusses are at maximum 1,04m centres

Roof covering is galvanised IBR roof sheeting on 50 x 75mm purlins at 1,2m maximum centres.

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

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

Metal connector plates shall have a minimum yield strength of 228 MPa and a minimum ultimate tensile strength of 330 Mpa with hot-dip galvanised finish.

All joints to be close fitted butt joints.

Trusses shall be designed by a registered supplier of prefabricated trusses who shall issue an Engineers Certificate upon completion of the installation. The dimensions in the descriptions of the trusses are nominal and actual measurements are to be obtained onsite before design or fabricaton commences.

Plate nailed timber roof truss construction

167m38 x 114mm Wall plates1

Sawn softwood

2No

Design, manufacture and deliver on site, plate nailed roof truss construction to Office building, size 36 780 x 11 110mm overall on plan consisting of thirty six double pitched trusses, each truss 11 110 x 2 050mm high overall with 800 and 1000mm eaves overhang projecting both sides respectively, including all necessary purlins, runners, bracing and cross bracing (wall plates elsewhere)

2

1No

Design, manufacture and deliver on site, plate nailed roof truss construction to guard house, size 4 690 x 2 830mm overall on plan consisting of six mono pitched trusses, each truss 2 830 x 1 450mm high overall with 600mm eaves overhang projecting both sides respectively, including all necessary purlins, runners, bracing and cross bracing (wall plates elsewhere)

3

179




24m2

Take delivery, temporary store, hoist in position and erect plate nailed timber roof trusses, purlins, gangboarding, temporary and permanent bracing, etc (measured on slope of roof)

4

6m2Two coats creosote on sawn timbers5

Sundries

EAVES , VERGES , ETC

20m12 x 225mm Fascias and barge boards including galvanised steel H-profile jointing strips

6

"Everite Flexit" pressed nutec-cement

SKIRTINGS

16m19 x 76mm Skirting including 19mm quadrant bead nailed

7

Wrought meranti

DOORS ETC

26No40 mm door size, 813 x 2400mm high8

Interior grade flush semi solid core timber single door with 3mm thick commercial ply on both sides with consolidated edges fitted and complying with SABS 545



5No40mm door size, 813 x 2400 mm high with aluminium door grill as per drawing 703 rev A

11

6No

40 mm door size, 813 x 2400mm high including kick plate as per drawing number 703 rev A

12

4No

40 mm door size, 900 x 2400mm high including kick plate and vertical grab rail as per drawing number 703 rev A

13

180




3No

Lotus Amoretti Michaelangelo collection 40mm thick horizontal 813 meranti door with horizontal slats, size 813 x 2032mm high

14

PANEL DOORS

1NoAcoustic panel door size, 8675 x 3230 mm high15

Acoustic panel door to supplier specification

181



Carpentry and Joinery

Section 2

Bill No. 6

AmountPageNo

COLLECTION


181

180

179


182



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 7


CEILINGS, PARTITIONS AND ACCESS FLOORING


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

Descriptions:

Items described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres, and where described as "bolted" the bolts have been given elsewhere

CEILINGS ETC

953m275mm Insulation closely fitted and laid on top of brandering between roof timbers etc

1

"Aerolite" insulation

CEILINGS

54m2

9.5mm Rhino Plasterboard tapered edged ceiling boards secured to a DONN Suspended hidden T-Steel Grid suspended from concrete slab with 25 x 25 metal angle hangers all as per manufacturers requirements. Boards installed with printed side up and all joints to be taped with Rhino tape and scimmed with Rhinolite or cretestone plaster all in accordance with manufacturers instruction to ensure a smooth unblemished ceiling surface edged with a prepainted shadowline cornice.

2

Ceiling Type A

183

Ceilings, Partitions and Access FlooringBill No. 7Section 2



43m2

GYPREX FISSURED 600 x 600 x 12.5mm thick LAYIN Ceiling tiles on a DONN EXPOSED GRID (T38) with cappings of prepainted Aluminium Grid Suspended from concrete or trusses with metal hangers all as per manufacturers requirements. Ceiling edged with a prepainted shadowline cornice

3

Ceiling Type B

184m2

OWA SANDILE 600 x 600 x 15mm thick LAYIN Ceiling tiles on a DONN EXPOSED GRID (T38) Main tees and T25 cross tees with cappings of prepainted Aluminium Grid Suspended from concrete or trusses with metal hangers all as per manufacturers requirements. Ceiling edged with a prepainted shadowline cornice

4

Ceiling Type C

771m2

OWA SANDILE 1200 x 600 x 15mm thick LAYIN Ceiling tiles on a DONN EXPOSED GRID (T38) Main tees and T25 cross tees with cappings of prepainted Aluminium Grid Suspended from concrete or trusses with metal hangers all as per manufacturers requirements. Ceiling edged with a prepainted shadowline cornice

5

Ceiling Type D

13m2

16mm thick particle board/chipboard ceiling with plum tree finish laid in 800 x 1600mm Grid system as per detail

6

Ceiling Type G

4No

Extra over ceiling for 650 x 650mm trap door of 38 x 50mm wrought softwood rebated framing with one 38 x 50mm sawn softwood cross brander covered with ceiling board and fitted flush in opening

7

54m75mm Coved cornices 8

"Rhino" gypsum plasterboard cornices

184



Ceilings, Partitions and Access Flooring

Section 2

Bill No. 7

AmountPageNo

COLLECTION


184


185



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 8


IRONMONGERY


Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelled AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD SandedNP Nickle plated

Finishes to ironmongery

51No200mm Brass barrel bolt with keep fixed to metal1

HINGES, BOLTS, ETC.

51No"8052-150" Nickle plated flush bolt with keep fixed to metal

2

"Union"

14No"CZ80941SC" WC indicator bolt with keep fixed to metal3

LOCKS

186

IronmongeryBill No. 8Section 2



37No"CZ682-24/2247-78" or other similar and approved four lever lockset with striking plate fixed to metal or timber

4

"Union"

13No

"952/2L" or other equal and approved two lever lockset with chrome plated finish with striking plate fixed to metal

5

"Mazac Tarpon"

36No

66mm five pin Euro-profile knob cylinder master keyed. Code DKC106601 MK. Satin Nickel finish

6

"Dorma"

15.0PairsDCE-105 S.S Stainless steel narrow stile cylinder escutcheon

7

HANDLES

50No32 x 515mm Stainless steel "D" straight back-to-back pull handles

8

"Dorma"

PUSH PLATES AND KICKING PLATES

DOOR CLOSERS

31No"TS83DC BC/BC/EN2-6" door closer with bracket fixed to metal

9

"Dorma"

11No60 x 3mm Thick perspex plate with two 40mm high engraved and painted numerals

10

LETTERS, NAMEPLATES, ETC

3No"DSS-145 FHR" 150 x 150mm stailess steel plate with fire hose reel symbol

11

"Dormakaba"

2No

"DSS-130 M" 150 x 150mm stailess steel plate with male symbol

12

187




2No"DSS-131 F" 150 x 150mm stailess steel plate with female symbol

13

2No"DSS-133 P" 150 x 150mm Stainless steel plate with paraplegic symbol

14

1No

"DSS-136 el" 150 x 150mm Stainless steel plate with ELECTRICAL symbol

15

2No"IFSBO" Illuminated fire escape signage16

1No"DSS-130M"150 x 150mm Baby change sign17

14No

Stainless steel toilet roll holders, size 304 x 156 x 140.7mm deep for 2 rolls maximum 108mm diameter with spindle system and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws..

18

"BATHROOM FITTINGS"

14No

Stainless steel sanitary towel disposal bins, size 304 x 205 x 134mm deep with capacity of 6 litres, plugged andscrewed to the wall with stainless steel screws

19

51No

Stainless steel recessed waste disposal bins, size 396 x 270 x 520mm high with capacity of 45 litres and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws or equal approved

20

14No

Stainless steel paper towel dispenser, size 300 x 270 x 340mm high with capacity of 300-400 towels and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws or equal approved

21

9No

Stainless steel soap dispensers, size 304 x 100 x 134mm deep with a replaceable and refillable 1 litre container and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws or equal approved

22

6No

Stainless steel Automatic hands free hand dryer, size 284 x 202 x 248mm deep with 2 vandal proof lock screws and key wrench, plugged and screwed to the wall with stainless steel screws, 200 W Motor connected to 230/240 volt power supply, with 5 year warranty

23

188




2No

32mm stainless steel rear grab rail, in satin finish complete with SS fixing screws and plastic wall plugs. Installed as per manufacturer's instructions to latest standards

24

"Chairman Industries"

2No

32mm stainless steel 300x300x300 right hand side grab rail, in satin finish complete with SS fixing screws and plastic wall plugs. Installed to latest SABS standards

25

SUNDRIES

52NoNickel plated floor mounted door stop. Code DDS-NP-018

26

'Dormakaba'

10NoHat and coat hook with rubber buffer. Code DHC-SS-031B

27

15NoStainless steel dust proof strike. Code DPS-SS-03228

10NoStainless steel adjustable roller bolt. Code DBC-SS-02229

8No'DDH-SS-020' Stainless steel wall buffer30

8NoBBBO Barrel/Necked bolt with keep fixed to metal31

3.0PairsFBDM Flush bolts32

52No"BFBDM" Built-in flush bolts33

3No"37651 AS" WC helping hand indicator bolt for the paraplegic with keep fixed to metal

34

"Dormakaba"

189



Ironmongery

Section 2

Bill No. 8

AmountPageNo

COLLECTION


189

188

187


190



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 9


METALWORK


Descriptions of bolts shall be deemed to include nuts and washers

Descriptions

Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete

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

PRESSED STEEL DOOR FRAMES

17NoFrame for door 813 x 2 032mm high1

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


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


1NoFrame for double door 1 500 x 2 400mm high4

ALUMINIUM WINDOWS, DOORS, ETC

191

MetalworkBill No. 9Section 2



3NoPurpose made door size 1500 x 2400mm high as per D01 in drawing number 703-rev A

5

Bronze anodised swing doors with subframes, and ironmongery complete with double clear safety "GSA SMARTGLASS CLEARVUE GLASS, glazed in accordance with NBF N Schedule 1 and SABS 0137, sealing, etc and fixing to brickwork or concrete

3NoPurpose made door size 1500 x 2400mm high as per D02 in drawing number 703-rev A

6

3No

Purpose made door size 1200 x 2400mm high as per D08 in drawing number 703-rev A

7

16NoPurpose made aluminium window, 600 x 900mm high8

Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with subframes, ironmongery, 8.76mm laminated obscured safety glass in all panels below 900mm height from first floor level and 6.38mm thick obscured glass in other panels, sealing, etc and fixing to brickwork or concrete

1NoPurpose made aluminium window, 900 x 1200 mm high9

49NoPurpose made aluminium window, 900 x 1200 mm high10

Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with subframes, ironmongery, 8.76mm laminated safety glass in all panels below 900mm height from first floor level and6.38mm thick glass in other panels, sealing, etc and fixing to brickwork or concrete

1NoPurpose made aluminium window, 2885 x 2700mm high

11

Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with subframes, ironmongery, Low- E glass with ATC30 CH SR HPR (Charcoal) window film with 33% visible light transmission,36% Total solar energy-rejection,22% IR energy rejection,29% Selection IR rejection,>99% Utravio-let protection,63% Glare rejection, 6% visible light reflection, sealing, etc and fixing to brickwork or concrete

192





12


13


14

1No

Purpose made aluminium window, 1590 x 2350mm high

15

1No


16

1No


17

2No


18

1No


19

1No


20

1No


21

1No


22

193




7No


23

Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with Double Safety Glass complying with SANS 1263 part 1, 2 or 3 with manufacturer's name permanently marked on each sheet visible after glazing in accordance with NBR N schedule 1 and SABS 0137 including all necessary ironmongery (All in accordance with Architect's design)

1No


24


25

1No

Purpose made aluminium window, 1595 x 2400 mm high

26

1No


27

1NoPurpose made window size, 8048 x 750 mm high28

Purpose made fully glazed aluminium window with openable end panel manufactured to minimum requirements of AAAMSA complete, with one way view laminated glass complying with SANS 1263 part 1, 2 or 3 with manufacturer's name permanently marked on each sheet visible after glazing in accordance with NBR N schedule 1 and SABS 0137

1NoPurpose made window size, 5935 x 961mm high29

1NoPurpose made window size, 8475 x 1645mm high30



194




STRONG ROOM

2NoStrong room door size, 870 x 1970mm high33

SABS Category 2 strongroom door and frame complete with chrome finished furniture, overal frame size of 1030 x 2010mm

1No75 x 1mm powder coated steel slats, perforated with 2mm holes complete with frame and locking system

34

SLATTED STEEL DOOR

BALUSTRADES, ETC

50m

Horizontal balustrades 1000mm high of 75mm diameter continuous top and bottom rails and 50mm diameter galvanised stanchions at average 500mm centres, bolted to concrete including bolts.

35

"Galvanised" welded and bolted patent balustrades to stairs, balconies, etc including bends and ends

ALUMINIUM LOUVRE GRILLS

1NoLouvre grill size, 2100 x 2125mm high36

Purpose made steel frame louvre constructed out of 50 x 50 x2.5mm SHS mild steel tubing frame work. "TROX AGS or equal approved natural anodised aluminium louvre grill as per engineer's specification fixed to inside of mild steel frame

195



Metalwork

Section 2

Bill No. 9

AmountPageNo

COLLECTION


195

194

193

192


196



AmountItemNo

Quantity Rate


BILL NO. 10


STRUCTURAL STEEL (PROVISIONAL)

Descriptions of bolts shall be deemed to include nuts and washers

Descriptions

Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete


Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete. Where anchor bolts are described as embedded in sides or soffits of concrete it shall be deemed to include holes through formwork.


STEEL COLUMNS AND BEAMS

0.10t120 x 120 x 4mm SHS columns1

Welded beams in single lengths with flat section bearer and connection plates bolted to concrete columns

0.60t152 x 4.0mm circular hollow columns2

0.30t200 x 150 x 4.0mm rectangular hollow section columns3

0.75tIPE 180 Beam4

0.40t60 x 60 x 6mm knee bracing5

197

Structural steelworkBill No. 10Section 2



0.95t70 x 70 x 6mm horizontal angle section bracing6

0.03t114mm diameter x 3mm thick CHS bracing connected to rafter

7

0.05tRound sag rods with threaded ends8

70No425 x 140 x 6mm thick plate at intersection of bracing including holes and 4No M16 Grade 8.8 bolts

9

70No

450 x 250 x 6mm thick plate welded to steel rafter including holes and bolts sizes 4No M20 Grade 8.8 bolts and 4NO M16 Grade 8.8 bolts

10

50No394 x 150 x 6mm thick plate welded to 114 diameter bracing including holes and 2No M20 Grade 8.8 bolts

11

200NoM16 bolts grade 8.812

Bolts to columns, beams, etc

120NoM20 bolts grade 8.813

50No

M16 bolts using 16mm Hilti HST stud anchors 200mm long with domed nut and washer including mortice in concrete

14

STEEL TRUSSES ETC

2.37tTruss member, 100 x 100 x 8mm angle section top chord

15

Design, supply, fabricate and erect "MITEK" or equalapproved engineered light weight "ULTRA-SPAN" steel trusses, designed by professional and erected by licensed and approved fabricator and erector

2.12tTruss member, 90 x 90 x 8mm angle section bottom chord

16

1.27tTruss member, 60 x 60 x 6mm angle section diagonal17

0.86tTruss member, 70 x 70 x 6mm angle section vertical18

8.70tTruss member, IPE 180 Eaves beam19

0.46t100 x 100 x 3.0mm square hollow section20

Steel members to roof canopy

198




0.05t30 x 30 x 3mm angle section21

0.22tIPE-AA 200 support beam22

0.86tTruss member, 70 x 70 x 6mm angle section vertical23

8.70tTruss member, IPE 180 Eaves beam24

0.45t50 x 50 x 3mm angle section along roof25

0.10tM20 high tensile stainless steel rods26

HOT DIPPED GALVANISED PURLINS, GRITS, BRACING, ETC

0.30t75 x 50 x 20 x 2.0mm lipped channel purlin27

Purlins, etc, welded and bolted on including cutting, holing, bolting, etc



199



Structural steelwork

Section 2

Bill No. 10

AmountPageNo

COLLECTION


199

198


200



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 11

NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 142 for CPAP formula purposes.

PLASTERING

SCREEDS

1,238m235mm Thick on floors and landings1

1:4 Cement plaster screeds wood floated on concrete

INTERNAL PLASTER

3,602m2On walls2

Cement plaster on brickwork

104m2On narrow widths3

114m2Soffit of Slab 4

44m2Concrete walls5

320m2Sides and soffit of beams 6

76m2Sides of circular columns7

EXTERNAL PLASTER

1,345m2On walls8

Cement plaster on brickwork and marmoran finish according to manufacturer's instruction


201

PlasteringBill No. 11Section 2



147m3 x 32mm Flat section brass dividing strips between different floor finishes

10

CORNER PROTECTORS, DIVIDING STRIPS, ETC

202



Plastering

Section 2

Bill No. 11

AmountPageNo

COLLECTION


202


203



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 12


TILING


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

Descriptions

WALL TILING

266m2On walls1

200 x 200 x 6mm "Cercisa Tinte Unite" White glazed ceramic tiles fixed with adhesive to plaster (plaster elsewhere)

FLOOR TILING

1,238m2On floors and landings2

300 x 300mm x 8mm Porcelain tiles (PC Amount R130.00/m2) fixed with adhesive to bedding (bedding elsewhere) and flush pointed with tinted waterproof jointing compound

1,135mSkirting 150mm high3

204

TilingBill No. 12Section 2


AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 13


PLUMBING AND DRAINAGE (PROVISIONAL)


Soil, waste and vent pipes and fittings shall be solvent weld jointed

uPVC pipes and fittings:

Pipes for water supply shall be of the class stated

uPVC pressure pipes and fittings:

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

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

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

Copper pipes:

205

Plumbing and Drainage (Provisional)Bill No. 13Section 2



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

Fixing of pipes

Where fittings have reducing ends or branches they are described as "reducing". In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained

Reducing fittings

Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye marker slabs, gulley tops, cleaning eye tops, catchpits, inspection chambers, etc shall be finished smooth with plaster

Exposed concrete surfaces

No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling

Excavations

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

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

Laying, backfilling, bedding, etc. of pipes

Where no manufacturers' instructions exist pipes shall be laid in accordance 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 clauses 3, 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 be class B bedding

206




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

Flush pans

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

Stainless steel basins, sinks, wash troughs, urinals, etc.

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

Waste unions

SOIL DRAINAGE

28m110mm Pipes vertically or ramped to cleaning eyes etc (no excavation)

1

uPVC pipes

52m110mm Pipes laid in and including trenches not exceeding 1m deep

2

26No110mm Bend 3

Extra over uPVC pipes for fittings

6No110mm Junction 4

13No110mm Access bend5

6No110mm Access junction 6

2No110mm Access double junction7

13No110mm Dished gulley not exceeding 750mm deep8

uPVC gulleys

SANITARY FITTINGS

1Nostainless steel sink 1000x 457mm inset single end bowl

9

"Vaal" stainless steel or equal approved

207




12No

Floor standing WC, wash down close coupled dual flush toilet complete with toilet, cistern, push button actuator, pan, seat, float value and flush valve

10

"LAUFEN" or equal approved

1No

Ceramic Paraplegic semi close coupled 90 degree outlet open rim washdown pan and matching 9 litre cistern complete with lid, fitments, and purpose made C.P. right side-flush lever, complete with purpose made thermostatseat and cover plate

11

4No

Wall hung back entry urinal with integral spreader and trap complete with urinal, outlet seal, inlet bung/seal, metal grating, hunger brackets and integral spreader

12

10No

"Vanity basin" 490 x 310mm Under counter basin without tap hole but with overflow complete with mounting kit

13

2No

"Paraplegic Basin" 510 x 405mm Ceramic rectangular wall mounted basin with one tap hole configuration and concealed brackets, including 12mm C.P. lever action pillar tap with ceramic disks.

14

2No"TALUX" Wash basin code 1467.115

10No

Single lever basin mixer complete with pop-up waste, mounting kit,1/2 female flexible inlets including alternative flow straighter for low pressure installation

16

LAUREN OR EQUAL APPROVED

1NoWall type sink mixer complete with aerated swivel outlet and concealed connections

17

2NoMedical pillar mixer with aerated swan neck swivel outlet18

208




1No

Koala stainless steel clad surface mounted horizontal baby changing station with polyethylene interior. Full length steel-on-steel hinges with 11 gauge steel mounting bracket eliminating plastic wear points and providing superior child protection and durability. Gas spring mechanism ensures smooth open and close. Built-in liner cavity and two bag hooks. Includes child safety straps. Bed surface exclusively contains Microban antimicrobial, reducing odor causing bacteria. ASTM compliant. Meets ADA requirements when mounted properly. Liner dispenser hold 15 liners. Constructed with 55% recycled materials, contributes to LEED certified build requirements

19

BABY CHANGING STATION

"Libra"

WASTE UNIONS, ETC

16No32mm "301CP" Basin waste union20

"Cobra Watertech"

3No40mm "316CP" Bath or sink waste union21

TRAPS, ETC

15No32 x 50mm Deep seal "P" or "S" trap22

"Marley"

3No40 x 50mm Deep seal "P" or "S" trap23

2No40 x 300mm Sink combination for double bowl with deepseal "P" trap

24

20No32mm "345/50CP" bottle trap25

"Cobra Watertech"

Brass

TAPS, VALVES, ETC

16No22mm Stopcock26

Brass

3No22mm Fullway gate valve27

209




15No22mm Bibcock with hose union28

29No15mm 059CP Extension piece with sliding wall flange29

"Cobra Watertech"

17No15mm 126CP stopcock30

16No15mm 128CP "Star" underwall pattern stopcock31

16No15mm 111CP Pillartap32

3No15mm "232/350CA" angle regulating valve with no service connection

33

3No22mm Non-return valve34

4NoPB1.10RB vacuum breaker35

4NoPA1.1RB "Kwikflo" 400 kPa pressure reducing valve36

SANITARY PLUMBING

92m50mm Pipes37

uPVC pipes

58m110mm Pipes38

14No110mm Reducer39

Extra over uPVC pipes for fittings

41No110mm Bend40

76No50mm Bend41

20No50mm Access bend42

20No50mm Junction43

20No110 x 50 x 110mm Reducing junction44

ItemTesting waste pipe system45

Sundries

WATER SUPPLIES

210




83m15mm Pipes46

Class 0 copper pipes

163m15mm Pipes chased into brick walls47

68m22mm Pipes48

151m22mm Pipes chased into brick walls49

84No15mm Fittings50

Extra over class 0 copper pipes for capillary fittings

43No22mm Fittings51

41No15mm Service pipe 500mm girth52

Copper overflow and service pipes

1No

225 x 225mm x 10kg Type 11B cast iron stopcock box including brick chamber below not exceeding 500mm deep internally

53

Sundries

ELECTRIC WATER HEATERS

2No50 litre hydroboil complete with all necessary instalations

54

"Kwikot"

ItemTesting water pipe system55

TESTING

WATER SUPPLIES TO FIRE APPLIANCES

87m110mm Pipes laid in and including trenches 56

Class 16 uPVC pressure pipes

15No110mm Elbow57

Extra over uPVC pipes for uPVC solvent welded pressure fittings

15No110mm Bend 58

211




8No110mm Tee59

Extra over uPVC pipes for cast iron pressure fittings

6No110mm Hydrant tee60

33m32mm Pipes61

Galvanised steel pipes

64m100mm Pipes 62

10No32mm Bush63

Extra over galvanised steel pipes for steel fittings

10No32mm Elbow64

11No100mm Elbow 65

8No100mm Tee 66

48m28mm Pipes67

Class 0 copper pipes

43No28mm Fittings68

Extra over class 0 copper pipes for brass compession fittings

ItemTesting fire water pipe system 69

212



Plumbing and Drainage (Provisional)

Section 2

Bill No. 13

AmountPageNo

COLLECTION


212

211

210

209

208

207

206


213



AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 14


GLAZING

TOPS, SHELVES, DOORS, MIRRORS, ETC

5NoMirror 600 x 1200mm high with four screws1

6mm Silvered float glass copper backed mirrors with polished edges holed for and fixed with chromium plated dome capped mirror screws with rubber buffers to plugs in brickwork or concrete







214

GlazingBill No. 14Section 2


AmountItemNo

Quantity Rate


SECTION 2

BILL NO. 15


PAINTWORK

ON FLOATED PLASTER

3,908m2On internal walls1

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


126m2Soffit of Slab 3

339m2Sides and soffit of beams 4

118m2Sides of columns5

118m2On soffit of concrete slab6

Ripple paint as per Architect's approved colour

1,471m2On walls7

EXTERNAL WALLS


ON FIBRE-CEMENT

74m2On ceilings and cornices9

One coat primer and two coats exterior quality PVA emulsion paint

354mOn external window sills not exceeding 300mm wide or girth

10

4m2On fascias and bargeboards11

215

PaintworkBill No. 15Section 2



ON METAL

51m2On door frames12

Spot priming defects in pre primed surfaces with zinc chromate primer and applying one undercoat and two coat high gloss enamel paint on steel

375m2On structural steel roof, etc13

ON WOOD

156m2On doors14

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

69m2On doors15

Three coats polyurethane semi-gloss varnish

45mOn skirtings, rails, etc not exceeding 300mm girth16

216



Paintwork

Section 2

Bill No. 15

AmountPageNo

COLLECTION


216


217




SECTION SUMMARY - Builders Work

BillNo

PageNo

Amount

167Foundations (Provisional)1

172Concrete, Formwork and Reinforcement2

175Masonry3

176Waterproofing4

177Roof Coverings, etc5

182Carpentry and Joinery6

185Ceilings, Partitions and Access Flooring7

190Ironmongery8

196Metalwork9

200Structural steelwork10

203Plastering11

204Tiling12

213Plumbing and Drainage (Provisional)13

214Glazing14

217Paintwork15

218

Section 2


AmountItemNo

Quantity Rate


SECTION 4

BILL NO. 1

Refer to 'The Preambles to Trades' as issued by the Office of the Chief Director, Department of Public Works, Roads and Transport

EARTHWORKS, ETC (PROVISIONAL)

NOTE:

EPWP: All the work in this trade shall be executed in accordance with the principles of Expanded Public Works Programme, that is, labour intensive methods shall be used (www.epwp.gov.za)


A soils investigation has been carried out on site by the Engineers and the report is available for inspection at their offices

Descriptions of excavations shall be deemed to include all ground conditions classifiable as "earth" described in the above report and where conditions of a more difficult character are indicated these are separately measured

Nature of ground

Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site

Carting away of excavated material

10,450m2


1

Site clearance

219

Earthworks, etcBill No. 1Section 3



10,450m2Stripping average 150mm thick layer of top soil and stockpiling on site

2

BULK EXCAVATION, FILLING, ETC

619m3

Open face excavations to form platforms and depositing excavated materials over fill areas including haulage not exceeding 300m from perimeter of excavations

3

Open face excavation in earth over sloping site

31m3Soft rock4

Extra over bulk excavation in earth for excavation in

16m3Hard rock5

300m2Removal of existing 150mm thick concrete including kerbs

6


7


619m3Surplus material from excavations and/or stock piles on site to a dumping site not exceeding 1km

8




926m3Over site to form platforms10

Earth filling of G5 material supplied by the contractor compacted to 95% Mod AASHTO density

575m3Over site to form platforms11

Earth filling of G7 material supplied by the contractor compacted to 95% Mod AASHTO density

220




4,600m2

Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density

12

Compaction of surfaces

20No"Field Density" test including "Optimum Moisture Content" (four readings per test)

13

Prescribed density tests

221



Earthworks, etc

Section 3

Bill No. 1

AmountPageNo

COLLECTION


221

220


222



AmountItemNo

Quantity Rate


BILL NO. 2


ROADWORK, ETC

NOTE:


ROADWORKS

EARTHWORKS

800m3Excavte to reduced level1

Excavate in all materials and use for embankment or backfill or dispose as required

25m3Soft rock2

Extra over bulk excavation in earth for excavation in

14m3Hard rock3

ItemKeeping excavations free of water other than subterranean water

4


800m3Surplus material from excavations and/or stock piles on site to a dumping site not exceeding 1km

5


223

Parking, Walkways, etcBill No. 2Section 3



1,945m2

Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density

6

Compaction of surfaces

SUB BASE

271m3Roadbed preparation and compaction of material to 93% MOD AASHTO Density (150mm) deep

7

Construction of pavement layers with material from designated excavations

542m3

150mm G7 sub-base course under road compacted to 93%ModAASHTO density

8

Approved filling material supplied by the contractor

271m3Upper selected layer (G5) compacted to 95% MOD AASHTO, 150mm thick

9

20NoModified AASHTO density test10

Prescribed density tests on filling

10NoIn-situ dry density test11

Additional tests required by the engineer

10NoMaximum dry density and optimum moisture content test

12

5NoCBR test13

Kerbing and Channelling

600m

Barrier kerb (SABS 927 fig 7) with 150 x 150 x 300mm unreinforced concrete haunching at back of each joint including excavation, backfilling, etc

14

Precast concrete, finished smooth on exposed surfaces including bedding, jointing and pointing

1,945m2Grey 80mm SA-type interlocking concrete paving block15

Segmented paving including sand fill and compaction

224




324m2Red 60mm SA-type interlocking concrete paving block16

360m

200 x 200mm edge beam including all necessary excavation, backfill, concrete, formwork and reinforcement

17

20m3Construct concrete channel as per drawings18

Sundries

2m2Not exceeding 2m219

Sign faces with painted or galvanized background as may be required with painted symbols, characters, legend, borders and with signboards constructed from aluminium sheet (2.0mm thick) of area

2m2Provision and application of retro-reflective material20

5mTimber, 150mm dia, treated saligna posts21

Sign supports made from

2m3Excavation and backfilling for road sign support (cemented treated soil backfill)

22

Retro-reflective marking paint

CARPORT (PROVISIONAL)

EARTHWORKS

9m3Holes23


24m2Sides of trench and hole excavations not exceeding 1,5m deep

24


3m3In trenches, holes, etc. 25


225





6m3Bases26

30MPa/20mm Concrete

STRUCTURAL STEELWORK

15No350 x 350 x 6mm Baseplate to columns27

The following in 2 No. 7500 x 5000mm pre-fabricated shade port treble unit constructed of tubular mild steel welded and bolted frame

15NoEnd cap to 219mm diameter steel column28

135No80 x 80 x 6mm Flat section bracket29

1,887.00kg219mm Diameter 3mm thick, hollow section steel column

30

285.00kg60mm Diameter 2mm thick, hollow section beam31

171.00kg51mm Diameter 2mm thick, hollow section support32

522.00kg48mm Diameter 2mm thick, hollow section arched purlin33

258.00kg38mm Diameter 2mm thick, hollow section purlin support

34

396m2Roof covering with pitch not exceeding 25 degrees 35

0,6mm "IBR 686" Spelter galvanised ribbed sheet steel with "globalcoat" finish on one side in single lengths fixed to timber/steel purlins and 0,6mm galvanised sheet steel accessories with "globalcoat"finish on one side

60m2Linings to valleys with riveted and soldered joints36

226



Parking, Walkways, etc

Section 3

Bill No. 2

AmountPageNo

COLLECTION


226

225

224


227



AmountItemNo

Quantity Rate


BIIL NO. 3


WATER RETICULATION (PROVISIONAL)

NOTE:



Pipes for water supply shall be of the class stated

uPVC pressure pipes and fittings:

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

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


Fixing of pipes

228

Water Reticulation, etcBill No. 3Section 3




Reducing fittings


Excavations

Pipes shall be laid and bedded and trenches shall be carefully backfilled in layers with specified granular and selected materials and in accordance with manufacturers' instructions


Where no manufacturers' instructions exist pipes shall be laid in accordance 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 clauses 3, 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 be class B bedding

EXCAVATIONS

560m3Trenches1


230m3Soft rock2


229




14m3Hard rock3

113m3Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor

4


1,440m2Sides of trench and hole excavations not exceeding 1,5m deep

5



6


248m3Backfilling to trenches compacted to 93% Mod AASHTO density

7


43m3Selected granular filling in bedding under and around pipes

8

86m315mm diameter crushed stone bedding under pipes9

21m3Bedding under pipes10

Unreinforced concrete Mpa15

uPvc Pipes

480m50mm diameter class 16 uPvc pipe11

Supply, lay, bed and test the following uPvc pressure pipes complete with couplings

3No22mm diameter valve12

Extra over item for the suppling, laying and bedding of valves

1No50mm diameter valve13

1No50mm fire hydrant14

Extra over item for the suppling, laying and bedding of fire hydrant

230




10No50 x 50mm tees including reducers15

Extra over item for the suppling, laying and bedding the following fittings for use with uPvc pipes

10No2 x 22 mm tees including reducers16

7No50 x 90mm degrees bends17

3No50 x 45mm degrees bends18

2No50mm iron cast end cap19

1No

Excavate, supply, install and connect valve and bulk water meter as per details on drwings complete with chamber, etc

20

1NoDN 75 fire booster connection21

1NoDN 90 fire booster pump 22

3NoDN 90 fire reels23

3m3

Unreinforced concrete Mpa15 in thrust blocks in trenches at bend s, trees,etc including extra excavation, formwork,etc

24

5No1785 x 115mm cast iron valve/meter box including brick chamber below 800mm deep internally

25

4No450 x 450mm brick valve chamber 800mm deep internally including concrete kerb, excavations,etc

26

4No450 x 450mm x 45kg cast iron single seal cover and frame

27

5No262 x 105mm x 5.5kg cast iron single seal cover and frame

28

Item

Construct 3 000 x 3 000mm x 750mm high concrete base for water tank including all necessary excavations, concrete, formwork and reinforcement, etc

29

Reinforced concrete tank base

ItemProvide the sum of R20 000.00 for municipal connection30

Municipal connection

ItemAdd for profit if required31

231




ItemAdd for attendance32

232



Water Reticulation, etc

Section 3

Bill No. 3

AmountPageNo

COLLECTION


232

231

230

229


233



AmountItemNo

Quantity Rate


BILL NO. 4

SEWER RETICULATION

267m3Trenches, Holes, etc1


270m3Trenches, Holes, etc2


230m3Soft rock3


11m3Hard rock4

285m3

Extra over all excavations for carting away surplus material from excavations and/or stockpile on site to a dumping site to be located by the contractor

5


1,240m2Sides of trench and hole excavations not exceeding 1.5m deep

6


ItemKeeping excavations free of water7


198m3Backfilling behind walls, trenches,etc8

Earth filling obtained from the excavations and/or prescribed stockpiles on site including compaction to 93%Mod AASHTO density

Beddings

29m3Selected granular material9

Imported from commercial sources

234

Sewer Reticulation, etcBill No. 4Section 3



87m3Selected fill material10

SEWER PIPELINES

UPvc Pipes

310m110mm diameter pipes11

Supply, lay, join bed maincore uPVC pipes, 400 Kpa hoop stiffness heavy duty, to SABS 1601-1994 sewer pipes of the following diameter in main lines

7No45 deg 110mm dia PVC acccess bend12

Extra over sewer pipes for special fittings

4No90 deg 110mm dia PVC access bend13

8No45 deg 110mm dia PVC access junction14

3No110mm single socket15

3No160mm single socket16

MANHOLES

Concrete ring manholes

Supply and install pre-cast concrete manholes manhole bases and rings including the pre-cast heavy duty concrete manhole cover slabs and frames, step irons cast into concrete rings at 300mm staggered intervals including all necessary excavations, backfill in 150mm layers compacted to 90% Mod, AASHTO density, the connection of the main sewer pipe to the manhole and the water tight sealing of the structure

1NoDepth 0.0m up to 1.0m17

1000 internal diameter

14NoDepht 1.0m up to 2.0m18



20NoExtra-over pre-cast manhole for type 2A heavy duty manhole covers and frames

21

235




4No

Rodding eye complete as typical detail, including cover frame and lid, 3% soilcrete surround, 2 x 22.5 deg bend, 160mm dia pipe, end cap, excavation and backfill and trimming complete as per typical detail

22

1NoSupply, installation and construction of a 19.425 KL septic tank complete as per the drawings

23

Septic tank

236



Sewer Reticulation, etc

Section 3

Bill No. 4

AmountPageNo

COLLECTION


236

235


237



AmountItemNo

Quantity Rate


BILL NO. 5


STORMWATER RETICULATION (PROVISIONAL)

NOTE:



Soil, waste and vent pipes and fittings shall be solvent weld jointed

uPVC pipes and fittings:


Fixing of pipes


Reducing fittings

238

Stormwater Reticulation, etcBill No. 5Section 3



Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye marker slabs, gulley tops, cleaning eye tops, catchpits, inspection chambers, etc shall be finished smooth with plaster

Exposed concrete surfaces


Excavations

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


Where no manufacturers' instructions exist, pipes shall be laid in accordance 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 clauses 3, 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 be class B bedding

PIPE TRENCHES

25m3Excavate for trenches, backfilling and compact and dispose surplus material

1

Excavation

5m3Soft rock2

Extra over excavations for

3m3Hard rock3

STORMWATER DRAINAGE

239




38m300mm diameter, (Class 50D)4

Supply, lay, bed on class B, joint, test and connect to stormwater grid-inlet various portal culverts of the following sizes and types including all necessary excavation, backfil, compact, concrete, formwork and reinforcement

2No

Supply, install and construct grid inlets (Type 2D) complete with frames, brickwork, plastering and benching, etc as per the drawings

5

Sundries

1NoSupply, install and construct stormwater out-let structure as per the drawings

6

Bedding (Pipes)

4m3Selected granular material7

Provision of bedding from commercial sources

13m3Selected fill material8

62m3Excavation for open drains on soft materials and placement of material for berm construction

9

KERBING AND CHANNELLING

108m2Soft material10

Trimming of excavation for concrete lined open drain and berms

13m3In-situ concrete (25 Mpa) in open drains and berms11

Concrete, formwork and reinforcement

13m2To sides of slabs12

Formwork to open drains and berms

13m2To ends of slabs13

54mSealed joints in concrete linings of open drains and berms as per drawings

14

240




210kgWelded steel fabric type 39515

Reinforcement

108m2Polyethylene sheeting for concrete lined open drain and berms

16

Sundries

2No

Supply 5m high tank stand and install 2 x 5 500L horizontal jojo tank complete with foundation plinth including galvanised flanged riser, outlet and overflow pipe including fittings to connect the tanks as per drawings

17

Elevated stormwater storage tank

SUBSURFACE DRAINAGE

21No63mm dia PVC class 6 weephole pipe18

Drainage Pipes

130m110mm dia perforated drainage pipe19

22m110mm dia non-perforated drainage pipe20

456m2Synthetic fibre filter fabric, bidim or approved equal21

57m3Crushed stone in drainage strips22

TESTING, CONNECTIONS, ETC

ItemTesting the whole of the stormwater pipe system23

Testing

241



Stormwater Reticulation, etc

Section 3

Bill No. 5

AmountPageNo

COLLECTION


241

240

239


242



AmountItemNo

Quantity Rate


BILL NO. 6


FENCING (PROVISIONAL)

NOTE:



The boundary line shall be cleared of all vegetation, trees, rocks, rubble and rubbish for a width of 500mm on each side and the same removed from site.

The one meter wide boundary line shall be graded to an even line so that the fencing mesh later described, shall have a 50mm gap at the bottom and a height of 1800mm above ground level.

Allowance shall therefore be made as required to excavate areas that are to high and to fill depressions with approved clean filling, carted on where necessary and well compacted prior to erection of posts.

Work on site

796m2


1

Site clearance

796m2Stripping average 150mm thick layer of top soil and stockpiling on site

2

243

Fencing, etcBill No. 6Section 3



141m3Excavate in all materials and use for embankment or backfill or dispose as required

3

EARTHWORKS

16m3Soft rock4

Extra over excavation in earth for excavation in

8m3Hard rock5


60m3Trenches including formwork6

25 Mpa concrete in

1.97tHigh tensile steel bars in 10 or 12mm dia7

Reinforcement

229m2230mm face brickwall (Prime cost amount of R5000/1000)

8

Brickwork

18No600 x 2100mm brickwork columns as per drawings9

398m

Clearview fencing (Type A) complete with posts, fencing panel, brickwork, plastering, painting, etc as per drawings

10

Clear-vu fencing

1No

Purpose made electrically operated sliding gate 7300 x 2530mm high constructed out of 75 x 50 x 2.5mm GMS square tubing frame work, 50 x 50 x 2.5mm welded mesh to be welded into frame work, gate to be dipped galvanised. Gate must be designed to receive mechanical operating mechanism with industrial type roller wheels rolling on ground track including padbolt.

11

Gates, screens, etc.

244




1No

Purpose made double steel gate 1500 x 2400mm high of 50 x 50 x 2.5mm GMS square tubing frame work and 50 x 50 x 2.5mm welded mesh to be welded into frame work. Gate to be dipped galvanised. 3 x heavy bullet hinges welded to post and 1 x latch for padlocks mounted at 1100mm high. Secure lockbox for and including 5 lever lockset with deadbolt.

12

245



Fencing, etc

Section 3

Bill No. 6

AmountPageNo

COLLECTION


245

244


246




SECTION SUMMARY - External works

BillNo

PageNo

Amount

222Earthworks, etc1

227Parking, Walkways, etc2

233Water Reticulation, etc3

237Sewer Reticulation, etc4

242Stormwater Reticulation, etc5

246Fencing, etc6

247

Section 3


AmountItemNo

Quantity Rate


SECTION 5

BILL NO. 1

PROVISIONAL SUMS

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

NOTES:

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

3. Where special attendance includes the provision of hoisting facilities for a Sub-Contractor then the Contractor shall:-

* Ensure that the capacities of his hoisting equipment are sufficient to deal with the masses and the quantities of the items to be hoisted,

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

* Provide all necessary personnel to operate the hoisting equipment,

all to enable the Sub-Contractor to execute the hoisting or lowering of his material, etc. using the facilities provided by the Contractor

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

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

PROVISIONAL SUMS FOR NOMINATED SUB-CONTRACTS

248

Provisional SumsBill No. 1Section 4



2,600,000.00Item

Provide the amount of R 2 600 000.00 (Two million six hundred thousand Rand) for Electrical installations by a nominated sub-contractor.

1

Electrical installations

ItemProfit2

ItemAllow for general attendance3

2,840,000.00Item

Provide the amount of R 2 840 000.00 (Two million eight hundred and forty thousand Rand) for Mechanical installations by a nominated sub-contractor.

4

Mechanical installations

ItemProfit5

ItemAllow for general attendance6

500,000.00ItemProvide the amount of R 500,000.00 (Five hundred thousand Rand) for furniture, cupboards and shelving

7

Furniture, Cupboards and shelving

150,000.00ItemProvide the amount of R 150,000.00 (One hundred and fifty thousand Rand) for generator/waste house

8

Generator/waste house

100,000.00ItemProvide the amount of R 100,000.00(One hundred thousand Rand) for landscaping, etc

9

Landscaping, etc

50,000.00ItemProvide the amount of R 50,000.00(One hundred thousand Rand) for Kitchen equipment, etc

10

Kitchen Equipment, etc

249



Provisional Sums

Section 4

Bill No. 1

AmountPageNo

COLLECTION


249


250




PageNo

FINAL SUMMARY

SectionNo

Amount

161Preliminaries1

BUILDERS WORK

218Builders Work2

247External works3

250Provisional Sums4

RSub Total

Contingencies

1,000,000.00Item

Provide the sum of R1 000 000.00 (One million rand) for contingencies, to be used at the discretion of the Employer/or his appointed agent, and deducted in whole or in part if not requested

Community liaison officer (CLO)

90,000.00ItemProvide the amount of R90 000.00 for community liaison officer (CLO)

CPAP

RCPAP: Allow 5% for escalations

RSub-Total

RAdd value added tax @ 15%

251

Carried to Form of Tender R