|*|14042-20-03-4|23/10/2015|08:46:29|.|1.9.4.8|
|*|SARS Customs Warehouse - Tender BOQ Add 1|
COUNTER|ISC|SECTION|BILL|PAGE NO|ITEM NO|DOC REF|PAY REF|DESCRIPTION|UNIT|QUANTITY|RATE|AMOUNT|EDIT DATE
1|11881|1|1|1||1||BILL No. 1 |H1|0.0|||12/08/2015 10:59:45

2|14051|1|1|1||1||BILL NO. 1  |H1|0.0|||04/09/2015 14:32:23
||||||||
|||||||| 
||||||||
||||||||PRELIMINARIES 

3|14055|1|1|1||1||BUILDING AGREEMENT AND PRELIMINARIES |H2|0.0|||04/09/2015 14:32:24

4|14056|1|1|1||1||The JBCC Principal Building Agreement (March 2014 Edition||0.0|||04/09/2015 14:32:25
|||||||| 6.1) prepared by the Joint Building Contracts Committee shall
|||||||| be the applicable building agreement, amended as hereinafter
|||||||| described
||||||||
|||||||| 

5|14057|1|1|1||1||The JBCC Principal Building Agreement contract data form an||0.0|||04/09/2015 14:32:25
|||||||| integral part of this agreement
||||||||
|||||||| 

6|14058|1|1|1||1||The ASAQS Preliminaries (March 2014 edition) published by||0.0|||04/09/2015 14:32:25
|||||||| the Association of South African Quantity Surveyors for use
|||||||| with the JBCC Principal Building Agreement shall be deemed
|||||||| to be incorporated in these bills of quantities
||||||||
|||||||| 

7|14059|1|1|1||1||The contractor is deemed to have referred to the||0.0|||04/09/2015 14:32:25
|||||||| abovementioned documents for the full intent and meaning of
|||||||| each clause
||||||||
|||||||| 

8|14060|1|1|1||1||The clauses in the abovementioned documents are hereinafter||0.0|||04/09/2015 15:34:39
|||||||| referred to by clause number and heading only.
||||||||
|||||||| 

9|14061|1|1|1||1||Where any item is not relevant to this agreement such item is||0.0|||04/09/2015 14:32:26
|||||||| marked N/A (signifying "not applicable") 
||||||||
|||||||| 

10|14062|1|1|1||1||PREAMBLES FOR TRADES |H2|0.0|||04/09/2015 14:32:26

11|14063|1|1|1||1||The Model Preambles for Trades (2008 edition) as published||0.0|||04/09/2015 14:32:26
|||||||| 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
||||||||
|||||||| 

12|14064|1|1|1||1||Supplementary preambles are incorporated in these bills of||0.0|||04/09/2015 14:32:26
|||||||| quantities to satisfy the requirements of this project. Such
|||||||| supplementary preambles shall take precedence over the
|||||||| provisions of the Model Preambles
||||||||
|||||||| 

13|14065|1|1|1||1||The contractor's prices for all items throughout these bills of||0.0|||04/09/2015 14:32:26
|||||||| quantities shall take account of and include for all of the
|||||||| obligations, requirements and specifications given in the Model
|||||||| Preambles and in any supplementary preambles
||||||||
|||||||| 

14|14066|1|1|2||2||PRICING OF PRELIMINARIES |H2|0.0|||04/09/2015 14:32:26

15|14067|1|1|2||2||Should the contractor select Option A in terms of clause||0.0|||04/09/2015 14:32:27
|||||||| 26.9.4 of the contract data 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)
||||||||
||||||||
||||||||
|||||||| 

16|14068|1|1|2||2||SECTION A: PRINCIPAL BUILDING AGREEMENT  |H2|0.0|||04/09/2015 14:32:27

17|14069|1|1|2||2||Interpretation (A1-A7)  |H3|0.0|||04/09/2015 14:32:27

18|14070|1|1|2|A|2.A||Clause 1.0 - Definitions and interpretation|Item|0.00|||04/09/2015 16:08:54
||||||||
|||||||| 

19|14081|1|1|2|B|2.B||Clause 2.0 - Law, regulations and notices|Item|0.00|||04/09/2015 16:08:57
||||||||
|||||||| 

20|14092|1|1|2|C|2.C||Clause 3.0 - Offer and acceptance|Item|0.00|||04/09/2015 16:09:02
||||||||
|||||||| 

21|14093|1|1|2|D|2.D||Clause 4.0 - Assignment and cession|Item|0.00|||04/09/2015 16:09:05
||||||||
|||||||| 

22|14094|1|1|2|E|2.E||Clause 5.0 - Contract documents|Item|0.00|||04/09/2015 16:09:09
||||||||
|||||||| 

23|14108|1|1|2|F|2.F||Clause 6.0 - Employer's agents|Item|0.00|||04/09/2015 16:09:13
||||||||
|||||||| 

24|14322|1|1|2|G|2.G||Clause 7.0 - Design responsibility|Item|0.00|||04/09/2015 16:09:18
||||||||
|||||||| 

25|14323|1|1|2||2||Insurance and security (A8-A11) |H3|0.0|||04/09/2015 14:33:17

26|14324|1|1|2|H|2.H||Clause 8.0 - Works risk|Item|0.00|||04/09/2015 16:09:24
||||||||
|||||||| 

27|14325|1|1|2|J|2.J||Clause 9.0 - Indemnities|Item|0.00|||04/09/2015 16:09:27
||||||||
|||||||| 

28|14326|1|1|2|K|2.K||Clause 10.0 - Insurances|Item|0.00|||04/09/2015 16:09:31
||||||||
|||||||| 

29|14327|1|1|2|L|2.L||Clause 11.0 - Security|Item|0.00|||04/09/2015 16:09:36
||||||||
|||||||| 

30|14337|1|1|2||2||Execution (A12 - A17)  |H3|0.0|||04/09/2015 14:33:20

31|14338|1|1|2|M|2.M||Clause 12.0 - Duties of the parties|Item|0.00|||04/09/2015 16:09:40
||||||||
|||||||| 

32|14360|1|1|2|N|2.N||Clause 13.0 - Setting out|Item|0.00|||04/09/2015 16:09:44
||||||||
|||||||| 

33|14361|1|1|2|P|2.P||Clause 14.0 - Nominated subcontractors|Item|0.00|||04/09/2015 16:09:48
||||||||
|||||||| 

34|14362|1|1|2|Q|2.Q||Clause 15.0 - Selected subcontractors|Item|0.00|||04/09/2015 16:09:52
||||||||
|||||||| 

35|14363|1|1|2|R|2.R||Clause 16.0 - Direct contractors|Item|0.00|||04/09/2015 16:09:56
||||||||
|||||||| 

36|14369|1|1|2|S|2.S||Clause 17.0 - Contract instructions|Item|0.00|||04/09/2015 16:10:00
||||||||
|||||||| 

37|14370|1|1|3||3||Completion (A18 - A24)  |H3|0.0|||04/09/2015 14:33:26

38|14371|1|1|3|A|3.A||Clause 18.0 - Interim completion|Item|0.00|||04/09/2015 16:10:03
||||||||
|||||||| 

39|14372|1|1|3|B|3.B||Clause 19.0 - Practical completion|Item|0.00|||04/09/2015 16:10:09
||||||||
|||||||| 

40|14373|1|1|3|C|3.C||Clause 20.0 - Sectional completion|Item|0.00|||04/09/2015 16:10:13
||||||||
|||||||| 

41|14374|1|1|3|D|3.D||Clause 21.0 - Defects liability period and final completion|Item|0.00|||04/09/2015 16:10:19
||||||||
|||||||| 

42|14375|1|1|3|E|3.E||Clause 22.0 - Latent defects liability period |Item|0.00|||04/09/2015 16:10:23
||||||||
|||||||| 

43|14376|1|1|3|F|3.F||Clause 23.0 - Revision of date for practical completion|Item|0.00|||04/09/2015 16:10:37
||||||||
|||||||| 

44|14377|1|1|3|G|3.G||Clause 24.0 - Penalty for late or non-completion|Item|0.00|||04/09/2015 16:10:40
||||||||
|||||||| 

45|14378|1|1|3||3||Payment (A25 - A27)  |H3|0.0|||04/09/2015 14:33:28

46|14379|1|1|3|H|3.H||Clause 25.0 - Payment|Item|0.00|||04/09/2015 16:10:44
||||||||
|||||||| 

47|14385|1|1|3|J|3.J||Clause 26.0 - Adjustment of the contract value and final|Item|0.00|||04/09/2015 16:10:48
|||||||| account
||||||||
|||||||| 

48|14390|1|1|3|K|3.K||Clause 27.0 - Recovery of expense and/or loss|Item|0.00|||04/09/2015 16:10:51
||||||||
|||||||| 

49|14391|1|1|3||3||Suspension and termination (A28 - A29)  |H3|0.0|||04/09/2015 14:33:30

50|14392|1|1|3|L|3.L||Clause 28.0 - Suspension by the contractor|Item|0.00|||04/09/2015 16:10:56
||||||||
|||||||| 

51|14393|1|1|3|M|3.M||Clause 29.0 - Termination|Item|0.00|||04/09/2015 16:11:02
||||||||
|||||||| 

52|14394|1|1|3||3||Dispute resolution (A30)  |H3|0.0|||04/09/2015 14:33:31

53|14395|1|1|3|N|3.N||Clause 30.0 - Dispute resolution|Item|0.00|||04/09/2015 16:11:06
||||||||
|||||||| 

54|14397|1|1|3||3||Contract data||0.0|||04/09/2015 16:07:43
||||||||
||||||||
||||||||
||||||||Before submission of his tender the contractor is to complete
|||||||| the tenderer's selection in the contract data
||||||||
|||||||| 

55|11951|1|1|3||3||SECTION B: ASAQS PRELIMINARIES |H2|0.0|||12/08/2015 10:59:45
||||||||
|||||||| 
||||||||
||||||||1.0	DEFINITIONS AND INTERPRETATION 

56|11952|1|1|3|P|3.P||Definitions|Item|0.00|||04/09/2015 16:11:38
||||||||
||||||||Clause 1.1
||||||||
|||||||| 

57|14407|1|1|3|Q|3.Q||Interpretation.|Item|0.00|||04/09/2015 16:11:53
||||||||
||||||||Clause 1.2
||||||||
|||||||| 

58|11953|1|1|4||4||2.0	DOCUMENTS |H2|0.0|||12/08/2015 10:59:45

59|11954|1|1|4|A|4.A||Checking of documents.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 2.1
||||||||
|||||||| 

60|11955|1|1|4|B|4.B||Provisional bills of quantities.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 2.2
||||||||
|||||||| 

61|11956|1|1|4|C|4.C||Availability of construction documentation.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 2.3
||||||||
|||||||| 

62|11957|1|1|4||4||3.0	PREVIOUS WORK AND ADJOINING PROPERTIES: |H2|0.0|||12/08/2015 10:59:45

63|11958|1|1|4|D|4.D||Previous work - dimensional accuracy.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 3.1
||||||||
|||||||| 

64|11959|1|1|4|E|4.E||Previous work - defects.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 3.2
||||||||
|||||||| 

65|11960|1|1|4|F|4.F||Inspection of adjoining properties.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 3.3
||||||||
|||||||| 

66|11961|1|1|4||4||4.0	SAMPLES, SHOP DRAWINGS AND|H2|0.0|||12/08/2015 10:59:45
|||||||| MANUFACTURER'S INSTRUCTIONS 

67|11962|1|1|4|G|4.G||Samples of materials.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 4.1
||||||||
|||||||| 

68|11963|1|1|4|H|4.H||Workmanship samples.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 4.2
||||||||
|||||||| 

69|11964|1|1|4|J|4.J||Shop drawings|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 4.3
||||||||
|||||||| 

70|11965|1|1|4|K|4.K||Compliance with manufacturers' instructions.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 4.4
||||||||
|||||||| 

71|11966|1|1|4||4||5.0	DEPOSITS AND FEES |H2|0.0|||12/08/2015 10:59:45

72|11967|1|1|4|L|4.L||Deposits and fees.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 5.1
||||||||
|||||||| 

73|11968|1|1|4||4||6.0	TEMPORARY SERVICES |H2|0.0|||12/08/2015 10:59:45

74|11969|1|1|4|M|4.M||Water.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 6.1
||||||||
|||||||| 

75|11970|1|1|4|N|4.N||Electricity.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 6.2
||||||||
|||||||| 

76|11971|1|1|5|A|5.A||Telecommunication facilities.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 6.3
||||||||
|||||||| 

77|11972|1|1|5|B|5.B||Ablution facilities.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 6.4
||||||||
|||||||| 

78|11973|1|1|5||5||7.0	PRIME COST AMOUNTS |H2|0.0|||12/08/2015 10:59:45

79|11974|1|1|5|C|5.C||Responsibility for prime cost amounts.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 7.1
||||||||
|||||||| 

80|11975|1|1|5||5||8.0	SPECIAL ATTENDANCE ON N/S|H2|0.0|||12/08/2015 10:59:45
|||||||| SUBCONTRACTORS 

81|14408|1|1|5|D|5.D||General attendance.|Item|0.00|||04/09/2015 16:12:38
||||||||
||||||||Clause 8.1
||||||||
|||||||| 

82|11976|1|1|5|E|5.E||Special attendance.|Item|0.00|||04/09/2015 16:12:48
||||||||
||||||||Clause 8.2
||||||||
|||||||| 

83|11977|1|1|5||5||9.0	GENERAL |H2|0.0|||12/08/2015 10:59:45

84|11978|1|1|5|F|5.F||Protection of the works.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.1
||||||||
|||||||| 

85|11979|1|1|5|G|5.G||Protection/isolation of existing/sectionally occupied works.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.2
||||||||
|||||||| 

86|11980|1|1|5|H|5.H||Security of the works.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.3
||||||||
|||||||| 

87|11981|1|1|5|J|5.J||Notice before covering work.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.4
||||||||
|||||||| 

88|11982|1|1|5|K|5.K||Disturbance.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.5
||||||||
|||||||| 

89|11983|1|1|5|L|5.L||Environmental disturbance.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.6
||||||||
|||||||| 

90|11984|1|1|5|M|5.M||Works cleaning and clearing.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.7
||||||||
|||||||| 

91|11985|1|1|5|N|5.N||Vermin.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.8
||||||||
|||||||| 

92|11986|1|1|5|P|5.P||Overhand work.|Item|0.00|||12/08/2015 10:59:45
||||||||
||||||||Clause 9.9
||||||||
|||||||| 

93|11987|1|1|6||6||SECTION C : SPECIFIC PRELIMINARIES |H2|0.0|||12/08/2015 10:59:45

94|11988|1|1|6|A|6.A||The contractor to price against this item all costs deemed to be|Item|0.00|||04/09/2015 16:13:30
|||||||| incurred to in complying with specific preliminaries as per
|||||||| section C1.2.2
||||||||
|||||||| 

95|11989|1|1|6||6||SUMMARY OF CATEGORIES||0.0|||12/08/2015 10:59:45
||||||||
||||||||
||||||||
||||||||Category "F":	Fixed	R				
||||||||
||||||||
||||||||
||||||||Category "V":	Value	R				
||||||||
||||||||
||||||||
||||||||Category "T":	Time	R				
||||||||
|||||||| 

96|10792|1|2|8||8||BILL No. 2 |H1|0.0|||12/08/2015 10:59:45

97|10895|1|2|8||8||ALTERATIONS |H1|0.0|||03/09/2015 09:42:00

98|10896|1|2|8||8||NOTE:	Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill
||||||||
|||||||| 

99|10897|1|2|8||8||SUPPLEMENTARY PREAMBLES |H2|0.0|||12/08/2015 10:59:45

100|10898|1|2|8||8||Taking care of existing services and reinforcement |H3|0.0|||12/08/2015 10:59:45

101|10899|1|2|8||8||Care to be taken not to damage the reinforced concrete of||0.0|||12/08/2015 10:59:45
|||||||| the existing columns, beams and foundations.
||||||||
|||||||| 

102|10900|1|2|8||8||Care is to be taken not to damage any of the existing||0.0|||12/08/2015 10:59:45
|||||||| services.
||||||||
|||||||| 

103|10901|1|2|8||8||Old materials to be carted away|H3|0.0|||12/08/2015 10:59:45

104|10902|1|2|8||8||Old materials from the alterations, except where described||0.0|||12/08/2015 10:59:45
|||||||| to be re-used or handed over, as well as all rubbish, etc.,
|||||||| must be regularly carted from the site and not be allowed to
|||||||| accumulate on or around the site.

105|11623|1|2|8||8||Carting away of old materials, except where described to be||0.0|||12/08/2015 10:59:45
|||||||| re-used or handed over, are deemed to be included in the
|||||||| descriptions
||||||||
|||||||| 

106|10903|1|2|8||8||Old materials not to be re-used|H3|0.0|||12/08/2015 10:59:45

107|10904|1|2|8||8||None of the old materials are to be used for new work||0.0|||12/08/2015 10:59:45
|||||||| except where specifically described being set aside for
|||||||| re-use.
||||||||
||||||||
||||||||
||||||||Such materials shall be properly stored by the contractor
|||||||| until reused. The contractor is responsible to replace any
|||||||| damaged or stolen material.
||||||||
|||||||| 

108|10905|1|2|9||9||Handing over of materials|H3|0.0|||12/08/2015 10:59:45

109|10906|1|2|9||9||Where certain materials or articles from demolitions or||0.0|||12/08/2015 10:59:45
|||||||| articles are described as to be handed over by the
|||||||| contractor to the Regional Representative or
|||||||| Representative/Agent, such as materials or articles shall be
|||||||| properly stored by the contractor, until handing over thereof.
|||||||| The contractor must obtain an official receipt listing the
|||||||| materials or articles and dates of handing over.  If the
|||||||| contractor fails to submit the receipt when requested, it shall
|||||||| be deemed that the materials or articles are still in his
|||||||| possession and he will be held liable to the Department for
|||||||| the full replacement value thereof , which amount will be
|||||||| deducted from any monies due to the contractor.

110|10907|1|2|9||9||Building up of brickwork |H3|0.0|||12/08/2015 10:59:45

111|10908|1|2|9||9||All items for building up brickwork are deemed to include the||0.0|||12/08/2015 10:59:45
|||||||| necessary brickwork reinforcement
||||||||
|||||||| 

112|10909|1|2|9||9||REMOVAL OF EXISTING WORK |H2|0.0|||12/08/2015 10:59:45

113|10914|1|2|9||9||Breaking up and removing unreinforced concrete|H3|0.0|||04/09/2015 17:46:12
|||||||| including all neccesarry cutting 

114|11701|1|2|9|A|9.A||250mm Thick surface beds, etc|m2|7|||12/08/2015 10:59:45
||||||||
|||||||| 

115|13255|1|2|9||9||Breaking up and removing reinforced concrete|H3|0.0|||04/09/2015 17:46:22
|||||||| including all neccesarry cutting and retain existing
|||||||| reinforcement 

116|12424|1|2|9|B|9.B||Slabs|m3|1|||12/08/2015 10:59:45
||||||||
|||||||| 

117|14477|1|2|9||9||Breaking up and removing reinforced concrete|H3|0.0|||04/09/2015 17:47:27
|||||||| including reinforcement with and including all
|||||||| neccesarry concrete and steel cutting 

118|14479|1|2|9|C|9.C||Slabs|m3|3|||04/09/2015 17:47:46
||||||||
|||||||| 

119|10921|1|2|9||9||Breaking down and removing brickwork etc |H3|0.0|||12/08/2015 10:59:45

120|10923|1|2|9|D|9.D||230mm One brick walls|m2|25|||12/08/2015 10:59:45
||||||||
|||||||| 

121|13191|1|2|9|E|9.E||230mm Brick grille with vent slots |m2|26|||20/08/2015 14:59:30

122|10926|1|2|9||9||Taking up / off and removing finishes from walls, floor,|H3|0.0|||12/08/2015 10:59:45
|||||||| ceilings, etc. 

123|10931|1|2|9|F|9.F||Vinyl tiles fixed to floors|m2|145|||04/09/2015 11:14:52
||||||||
|||||||| 

124|12856|1|2|10||10||Taking out and removing external timber doors |H3|0.0|||18/08/2015 19:03:52

125|12857|1|2|10|A|10.A||Existing timber doors complete, with size 1 664 x 2 064mm|No|1|||18/08/2015 19:03:52
|||||||| high
||||||||
|||||||| 

126|13001|1|2|10||10||Taking out and removing roller shutter doors and|H3|0.0|||08/09/2015 16:22:19
|||||||| handing to employer 

127|13002|1|2|10|B|10.B||Existing Roller shutter doors complete with size 5 400 x 2|No|2|||19/08/2015 15:58:16
|||||||| 490mm high 
||||||||
|||||||| 

128|13003|1|2|10|C|10.C||Existing Roller shutter doors complete with size 5 400 x 3|No|4|||19/08/2015 15:58:22
|||||||| 400mm high 
||||||||
|||||||| 

129|13005|1|2|10|D|10.D||Existing Roller shutter doors complete with size 6 670 x 3|No|1|||19/08/2015 15:58:25
|||||||| 400mm high 
||||||||
|||||||| 

130|14405|1|2|10||10||Taking out and removing lift door and architrave |H3|0.0|||04/09/2015 16:07:34

131|14406|1|2|10|E|10.E||Existing lift door including architrave with size 1 800 x 1|No|1|||04/09/2015 16:08:22
|||||||| 900mm high complete
||||||||
|||||||| 

132|13853|1|2|10||10||Taking out and removing external windows |H3|0.0|||02/09/2015 17:22:39

133|13854|1|2|10|F|10.F||Existing window complete, approximately 8.0m each |m2|11|||02/09/2015 17:23:00
||||||||
|||||||| 

134|12864|1|2|10||10||Taking out and removing internal windows |H3|0.0|||18/08/2015 19:03:53

135|12865|1|2|10|G|10.G||Existing window complete, approximately 14.0m each |m2|34|||18/08/2015 19:03:53
||||||||
|||||||| 

136|11110|1|2|10||10||Taking out and removing internal partitions, doors etc |H3|0.0|||12/08/2015 10:59:45

137|10925|1|2|10|H|10.H||Timber Partitioning wall|m2|50|||21/08/2015 11:45:46
||||||||
|||||||| 

138|13040|1|2|10||10||Take out/off and remove sundry metalwork |H3|0.0|||19/08/2015 17:09:17

139|13041|1|2|10|J|10.J||1 200mm High Steel Mesh security dividing screen|m|16|||19/08/2015 17:09:17
||||||||
|||||||| 

140|13042|1|2|10|K|10.K||2 000mm High Steel Mesh security dividing screen|m|42|||19/08/2015 17:09:17
||||||||
|||||||| 

141|13419|1|2|10|L|10.L||400 x 200mm High steel burglar bar|No|24|||21/08/2015 11:43:06
||||||||
|||||||| 

142|13045|1|2|10|M|10.M||Steel "shute", 6 640 x 1 610mm wide overall on plan and|No|1|||04/09/2015 16:13:25
|||||||| rising 3 400mm, including 800mm high sides, etc
||||||||
|||||||| 

143|14411|1|2|11||11||Take out/off and remove existing fences, inclusive of|H3|0.0|||08/09/2015 16:21:16
|||||||| gates, etc and handing to employer 

144|13043|1|2|11|A|11.A||1 800mm High fencing|m|28|||19/08/2015 17:09:17
||||||||
|||||||| 

145|13044|1|2|11|B|11.B||2 100mm High fencing|m|18|||19/08/2015 17:10:01
||||||||
|||||||| 

146|14480|1|2|11||11||Take out/off and remove existing Precast concrete|H3|0.0|||04/09/2015 17:51:39
|||||||| coping to slab edge and set aside for re-use and later
|||||||| refix in similar new position 

147|14485|1|2|11|C|11.C||Precast concrete coping to slab edge|m|9|||04/09/2015 17:54:16
||||||||
|||||||| 

148|13859|1|2|11||11||Hacking up/off and removing granolithic, screeds,|H3|0.0|||03/09/2015 09:33:29
|||||||| plaster, etc from concrete or brickwork and preparing
|||||||| surfaces for new screed, plaster, tile finishes, etc 

149|13860|1|2|11|D|11.D||25mm Thick average screed from floors|m2|4601|||03/09/2015 09:34:25
||||||||
|||||||| 

150|13905|1|2|11|E|11.E||75mm Thick average screed from floors|m2|97|||04/09/2015 11:29:58
||||||||
|||||||| 

151|14015|1|2|11||11||Taking out and removing piping, sanitary fittings, etc|H3|0.0|||03/09/2015 19:46:01
|||||||| setting aside for re-use and later refixing in similar new
|||||||| position 

152|14016|1|2|11|F|11.F||Floor drain|No|34|||03/09/2015 19:47:11
||||||||
|||||||| 

153|14017|1|2|11||11||Block Off Unused Services |H3|0.0|||03/09/2015 19:46:10

154|14018|1|2|11|G|11.G||Floor drain complete|No|2|||03/09/2015 19:46:51
||||||||
|||||||| 

155|14040|1|2|11||11||CUTTING THROUGH FLOORS, WALLS, CEILINGS, ETC |H2|0.0|||04/09/2015 12:01:40

156|14041|1|2|11||11||Concrete Floors |H3|0.0|||04/09/2015 11:41:28

157|14043|1|2|11|H|11.H||Cutting through 250mm thick reinforced concrete slab for|No|1|||04/09/2015 12:06:23
|||||||| opening 350 x 350mm including making good concrete
||||||||
|||||||| 

158|13972|1|2|11||11||Metal glazed windows |H3|0.0|||04/09/2015 12:01:12

159|13973|1|2|11|J|11.J||Altering existing metal glazed window to suit 1 770 x 1|No|7|||04/09/2015 17:13:54
|||||||| 620mm high mechanical ventilation duct and fan (duct and
|||||||| fan elsewhere measured) 

160|12634|1|2|11||12||Cutting through for and forming plain openings through|H3|0.0|||04/09/2015 17:06:18
|||||||| 230mm brick walls including prestressed concrete
|||||||| lintels, making good plaster on both sides and into
|||||||| reveals and with unreinforced concrete thresholds with
|||||||| steel trowelled finish 

161|13975|1|2|11|K|12.A||Opening Size 400 x 400mm high through 230mm brick wall|No|4|||04/09/2015 17:04:35
||||||||
|||||||| 

162|12635|1|2|12|A|12.B||Opening size 900 x 2 064mm high through 230mm brick|No|1|||04/09/2015 17:02:45
|||||||| wall 
||||||||
|||||||| 

163|12636|1|2|12|B|12.C||Opening size 5 400 x 3 400mm high through 230mm brick|No|1|||04/09/2015 17:14:11
|||||||| wall 
||||||||
|||||||| 

164|14432|1|2|12||12||Cutting through for and forming plain openings through|H3|0.0|||04/09/2015 17:06:11
|||||||| 270mm brick walls including prestressed concrete
|||||||| lintels, making good plaster on both sides and into
|||||||| reveals and with unreinforced concrete thresholds with
|||||||| steel trowelled finish 

165|13976|1|2|12|C|12.D||Opening Size 200 x 200mm high through 270mm brick wall |No|3|||04/09/2015 17:03:49
||||||||
|||||||| 

166|13977|1|2|12|D|12.E||Opening Size 300 x 300mm high through 270mm brick wall |No|1|||04/09/2015 17:03:57
||||||||
||||||||
||||||||
|||||||| 

167|13978|1|2|12|E|12.F||Opening Size 350 x 300mm high through 270mm brick wall |No|1|||04/09/2015 17:04:03
||||||||
||||||||
||||||||
|||||||| 

168|13979|1|2|12|F|12.G||Opening Size 400 x 400mm high through 270mm brick wall |No|3|||04/09/2015 17:04:09
||||||||
||||||||
||||||||
|||||||| 

169|13980|1|2|12|G|12.H||Opening Size 800 x 400mm high through 270mm brick wall |No|5|||04/09/2015 17:06:43
||||||||
||||||||
||||||||
|||||||| 

170|13981|1|2|12|H|12.J||Opening Size 1200 x 1200mm high through 270mm brick|No|1|||04/09/2015 17:07:16
|||||||| wall 
||||||||
|||||||| 

171|12637|1|2|12|J|12.K||Opening size 1 664 x 2 064mm high through 270mm brick|No|1|||18/08/2015 12:41:35
|||||||| wall 
||||||||
|||||||| 

172|12638|1|2|12|K|12.L||Opening size 5 400 x 2 900mm high through 270mm brick|No|1|||18/08/2015 12:41:35
|||||||| wall 
||||||||
|||||||| 

173|12639|1|2|12|L|12.M||Opening size 6 670 x 3 400mm high through 270mm brick|No|2|||18/08/2015 12:41:35
|||||||| wall 
||||||||
|||||||| 

174|10960|1|2|13||13||BUILDING-UP OPENINGS |H2|0.0|||12/08/2015 10:59:45

175|13196|1|2|13||13||Brickwork in NFP bricks in class II mortar in building up|H3|0.0|||20/08/2015 15:21:09
|||||||| openings, including bonding new to existing and
|||||||| making good cement plaster on both sides (making
|||||||| good paintwork elsewhere) 

176|13197|1|2|13|A|13.A||Opening 400 x 200m high overall in 230mm brick wall|No|24|||04/09/2015 17:14:42
||||||||
|||||||| 

177|10976|1|2|13||13||MAKING GOOD EXISTING |H2|0.0|||12/08/2015 10:59:45

178|11509|1|2|13||13||Making good cement plaster |H3|0.0|||12/08/2015 10:59:45

179|12045|1|2|13|B|13.B||Walls where 230mm brick walls removed|m|17|||12/08/2015 10:59:45
||||||||
|||||||| 

180|10994|1|2|13||13||GENERAL ALLOWANCE |H2|0.0|||12/08/2015 10:59:45

181|10995|1|2|13||13||NOTE:  Where appropriate the rates contained in the||0.0|||12/08/2015 10:59:45
||||||||
||||||||	bills of quantities will be used in determining the 
||||||||
||||||||	value of the budget allowance below
||||||||
|||||||| 

182|11008|1|2|13||13||General allowances |H3|0.0|||12/08/2015 10:59:45

183|10996|1|2|13|C|13.C||Allow the budgetary amount of R 250,000.00 (Two Hundred|Item|1.00|250 000.00|250 000.00|21/08/2015 16:10:46
|||||||| and Fifty Thousand Rand) for unforseen builders work and
|||||||| alterations to be used as directed by the Principal Agent and
|||||||| deducted in whole or in part if not required
||||||||
|||||||| 

184|14484|1|2|13|D|13.D||Allow the budgetary amount of R 50,000.00 (Fifty Thousand|Item|1.00|50 000.00|50 000.00|04/09/2015 17:51:52
|||||||| Rand) for crack repairsto be used as directed by the
|||||||| Principal Agent and deducted in whole or in part if not
|||||||| required
||||||||
|||||||| 

185|279|1|3|15||15||BILL No. 3 |H1|0.0|||12/08/2015 10:59:45

186|280|1|3|15||15||EARTHWORKS |H1|0.0|||12/08/2015 10:59:45

187|281|1|3|15||15||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

188|282|1|3|15||15||SUPPLEMENTARY PREAMBLES |H2|0.0|||12/08/2015 10:59:45

189|283|1|3|15||15||Nature of the ground |H3|0.0|||12/08/2015 10:59:45

190|284|1|3|15||15||The Tenderer shall acquaint himself by personal||0.0|||12/08/2015 10:59:45
|||||||| examination of the nature of the ground.  Descriptions of
|||||||| excavations shall be deemed to include all ground
|||||||| conditions classifiable as "earth" and where conditions of a
|||||||| more difficult character are indicated these are separately
|||||||| measured 

191|285|1|3|15||15||Carting away of excavated material |H3|0.0|||12/08/2015 10:59:45

192|286|1|3|15||15||Descriptions of carting away of excavated material shall be||0.0|||12/08/2015 10:59:45
|||||||| deemed to include loading excavated material onto trucks
|||||||| directly from the excavations or alternatively, from stock
|||||||| piles situated on the building site 

193|14036|1|3|15||15||SITE CLEARANCE ETC |H2|0.0|||04/09/2015 10:28:25

194|14037|1|3|15||15||Site clearance |H3|0.0|||04/09/2015 10:28:26

195|14038|1|3|15|A|15.A||Digging up and removing rubbish, debris, vegetation,|m2|163|||04/09/2015 10:28:26
|||||||| hedges, shrubs, bush, etc and trees not exceeding 200mm
|||||||| girth
||||||||
|||||||| 

196|287|1|3|16||16||EXCAVATION, FILLING, ETC |H2|0.0|||12/08/2015 10:59:45

197|288|1|3|16||16||Excavation in earth not exceeding 2m deep |H3|0.0|||12/08/2015 10:59:45

198|289|1|3|16|A|16.A||To reduce levels to final levels under floors, etc |m3|161|||12/08/2015 10:59:45

199|6656|1|3|16||16||Extra over excavations for excavations in |H3|0.0|||12/08/2015 10:59:45

200|6657|1|3|16|B|16.B||Soft Rock|m3|16|||12/08/2015 10:59:45
||||||||
|||||||| 

201|6658|1|3|16|C|16.C||Hard Rock|m3|8|||12/08/2015 10:59:45
||||||||
|||||||| 

202|296|1|3|16||16||Extra over all excavations for carting away |H3|0.0|||12/08/2015 10:59:45

203|297|1|3|16|D|16.D||Surplus material from excavations and/or stock piles on site|m3|161|||12/08/2015 10:59:45
|||||||| and/or within the building to a dumping site to be located by
|||||||| the Contractor
||||||||
|||||||| 

204|298|1|3|16||16||Risk of collapse of excavations |H3|0.0|||12/08/2015 10:59:45

205|299|1|3|16|E|16.E||Sides of trench and hole excavations not exceeding 1.5m|m2|61|||12/08/2015 10:59:45
|||||||| deep 

206|301|1|3|16||16||Keeping excavations free of water |H3|0.0|||12/08/2015 10:59:45

207|302|1|3|16|F|16.F||Keeping excavations free of water |Item|1.00|||12/08/2015 10:59:45

208|8082|1|3|16||16||Soilcrete filling in accordance with engineers general|H3|0.0|||04/09/2015 17:14:32
|||||||| notes drawing S-00 rev A 

209|8083|1|3|16|G|16.G||Under floors, steps, pavings, etc|m3|161|||04/09/2015 17:14:44
||||||||
|||||||| 

210|14035|1|3|16|H|16.H||Extra over for cement stabilise|m3|8|||04/09/2015 10:26:47
||||||||
|||||||| 

211|9761|1|3|17||17||G7 Earth filling  in accordance with SABS 1200 DM|H3|0.0|||12/08/2015 10:59:45
|||||||| supplied by the contractor compacted to 98% Mod
|||||||| AASHTO density 

212|9643|1|3|17|A|17.A||Under floors, steps, pavings, etc|m3|7|||12/08/2015 10:59:45
||||||||
|||||||| 

213|306|1|3|17||17||Compaction of surfaces |H3|0.0|||12/08/2015 10:59:45

214|307|1|3|17|B|17.B||Compaction of ground surface in service trenches, etc by|m2|136|||12/08/2015 10:59:45
|||||||| wetting and compacting with plate compactor
||||||||
|||||||| 

215|310|1|4|19||19||BILL No. 4 |H1|0.0|||12/08/2015 10:59:45

216|311|1|4|19||19||CONCRETE, FORMWORK AND REINFORCEMENT |H1|0.0|||12/08/2015 10:59:45

217|312|1|4|19||19||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

218|313|1|4|19||19||SUPPLEMENTARY PREAMBLES |H2|0.0|||12/08/2015 10:59:45

219|314|1|4|19||19||Cost of tests |H3|0.0|||12/08/2015 10:59:45

220|315|1|4|19||19||The costs of making, storing and testing of concrete test||0.0|||12/08/2015 10:59:45
|||||||| 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 Architect.  The testing shall be
|||||||| undertaken by an independent firm or institution nominated
|||||||| by the Contractor to the approval of the Architect  (Test
|||||||| cubes are measured separately)
||||||||
|||||||| 

221|316|1|4|19||19||Formwork |H3|0.0|||12/08/2015 10:59:45

222|317|1|4|19||19||Descriptions of formwork shall be deemed to include use||0.0|||12/08/2015 10:59:45
|||||||| 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. 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 

223|318|1|4|19||19||Formwork to soffits of solid slabs, etc shall be deemed to be||0.0|||12/08/2015 10:59:45
|||||||| to slabs not exceeding 250mm thick unless otherwise
|||||||| described 
||||||||
|||||||| 
||||||||
||||||||Formwork has been measured to the sides of all reinforced
|||||||| concrete in foundations and will be remeasured according to
|||||||| actual usage.  However, 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" 

224|319|1|4|20||20||UNREINFORCED CONCRETE |H2|0.0|||12/08/2015 10:59:45

225|320|1|4|20||20||20MPa/19mm concrete |H3|0.0|||12/08/2015 10:59:45

226|321|1|4|20|A|20.A||Filling to cavity of hollow walls |m3|1|||12/08/2015 10:59:45

227|333|1|4|20||20||REINFORCED CONCRETE |H2|0.0|||12/08/2015 10:59:45

228|9943|1|4|20||20||25MPa/19mm concrete |H3|0.0|||12/08/2015 10:59:45

229|326|1|4|20|B|20.B||Surface beds cast in panels on waterproofing |m3|24|||04/09/2015 13:59:12

230|10512|1|4|20||20||30MPa/19mm concrete |H3|0.0|||04/09/2015 13:50:56

231|10513|1|4|20|C|20.C||Slabs including beams and inverted beams|m3|32|||04/09/2015 14:54:21
||||||||
|||||||| 

232|14399|1|4|20|D|20.D||Structural topping 75mm thick on existing slabs|m3|346|||04/09/2015 14:54:35
||||||||
|||||||| 

233|7705|1|4|20|E|20.E||Stairs including landings, beams and inverted beams|m3|2|||04/09/2015 14:19:23
||||||||
|||||||| 

234|14516|1|4|20|F|20.F||Ramps|m3|1|||08/09/2015 17:10:43
||||||||
|||||||| 

235|13325|1|4|20|G|20.G||Columns|m3|2|||20/08/2015 20:20:53
||||||||
|||||||| 

236|13327|1|4|20|H|20.H||Isolated Beams|m3|2|||20/08/2015 20:21:23
||||||||
|||||||| 

237|346|1|4|20||20||TEST BLOCKS |H2|0.0|||12/08/2015 10:59:45

238|347|1|4|20||20||Test blocks |H3|0.0|||12/08/2015 10:59:45

239|348|1|4|20|J|20.J||Making and testing set of three 150 x 150 x 150mm|No|25|||12/08/2015 10:59:45
|||||||| concrete strength test cubes
||||||||
|||||||| 

240|349|1|4|20||20||CONCRETE SUNDRIES |H2|0.0|||12/08/2015 10:59:45

241|14509|1|4|20||20||Curing surfaces of concrete with "Sikafloor -|H3|0.0|||08/09/2015 16:03:16
|||||||| CureHard-24" curing compound applied as per
|||||||| manufacturers instructions 

242|14510|1|4|20|K|20.K||On power floated concrete surfaces|m2|4319|||08/09/2015 16:05:17
||||||||
|||||||| 

243|352|1|4|20||20||Finishing top surfaces of concrete smooth with a power|H3|0.0|||12/08/2015 10:59:45
|||||||| float 

244|9945|1|4|20|L|20.L||Surface beds, slabs, etc |m2|4811|||12/08/2015 10:59:45

245|356|1|4|21||21||FORMWORK |H2|0.0|||12/08/2015 10:59:45

246|357|1|4|21||21||SMOOTH FORMWORK (DEGREE OF ACCURACY II) |H2|0.0|||08/09/2015 16:54:57

247|358|1|4|21||21||Smooth formwork to sides |H3|0.0|||08/09/2015 16:55:17

248|13328|1|4|21|A|21.A||Rectangular columns with total height not exceeding 3.5m|m2|12|||20/08/2015 20:22:06
|||||||| above bearing level
||||||||
|||||||| 

249|13335|1|4|21|B|21.B||Tapered columns with total height not exceeding 3.5m|m2|12|||20/08/2015 20:34:22
|||||||| above bearing level
||||||||
|||||||| 

250|2326|1|4|21|C|21.C||Beams|m2|36|||12/08/2015 10:59:45
||||||||
|||||||| 

251|2327|1|4|21|D|21.D||Inverted beams|m2|15|||12/08/2015 10:59:45
||||||||
|||||||| 

252|364|1|4|21|E|21.E||Edges, risers, ends and reveals not exceeding 300mm high|m|12|||12/08/2015 10:59:45
|||||||| or wide 

253|366|1|4|21|F|21.F||Sloping and stepped outer edges of stairs 350mm high|m|2|||12/08/2015 10:59:45
|||||||| extreme 

254|367|1|4|21||21||Smooth formwork to soffits |H3|0.0|||08/09/2015 16:55:34

255|368|1|4|21|G|21.G||Slabs not exceeding 250mm thick propped up exceeding|m2|5|||12/08/2015 10:59:45
|||||||| 1.5m and not exceeding 3.5m high
||||||||
|||||||| 

256|13394|1|4|21|H|21.H||Slabs exceeding 250mm not exceeding 500mm thick|m2|32|||20/08/2015 22:54:45
|||||||| propped up exceeding 1.5m and not exceeding 3.5m high
||||||||
|||||||| 

257|13395|1|4|21|J|21.J||Slabs with sloping soffit exceeding 250mm not exceeding 50|m2|39|||20/08/2015 22:54:39
||||||||0mm thick propped up exceeding 1.5m and not exceeding
|||||||| 3.5m high
||||||||
|||||||| 

258|8355|1|4|21|K|21.K||Landings propped up exceeding 1.5m and not exceeding|m2|8|||12/08/2015 10:59:45
|||||||| 3.5m high
||||||||
|||||||| 

259|370|1|4|21|L|21.L||Stairs with sloping soffits |m2|8|||12/08/2015 10:59:45

260|13329|1|4|22||22||Formwork to sloping top surfaces |H3|0.0|||20/08/2015 20:32:32

261|13330|1|4|22|A|22.A||Beams, walls, etc exceeding 300mm wide |m2|7|||20/08/2015 23:22:07

262|372|1|4|22||22||Boxing in rough formwork to form |H3|0.0|||12/08/2015 10:59:45

263|11724|1|4|22|B|22.B||25 x 25mm Chamfers along top or bottom edges|m|200|||12/08/2015 10:59:45
||||||||
|||||||| 

264|13401|1|4|22|C|22.C||Boxing in smooth formwork to form 200 x 100mm horizontal|m|9|||20/08/2015 23:25:28
|||||||| rainwater drainage channel to falls
||||||||
|||||||| 

265|13402|1|4|22|D|22.D||Boxing in smooth formwork to form 200 x 100 x 500mm|No|1|||20/08/2015 23:25:24
|||||||| penetration through edge beam
||||||||
|||||||| 

266|14448|1|4|22||22||PRECAST CONCRETE |H2|0.0|||04/09/2015 17:29:42

267|14459|1|4|22||22||Exposed aggregate concrete coping to match existing|H3|0.0|||04/09/2015 17:35:24
|||||||| coping size as per Lovric tiles Please contact Gary at
|||||||| Lovric Tiles enviromi@mweb.co.za  

268|14462|1|4|22|E|22.E||Precast concrete coping to slab edge |m|17|||04/09/2015 17:36:00

269|11727|1|4|22||22||SLEEVES AND HOLES  |H2|0.0|||12/08/2015 10:59:45

270|11735|1|4|22||22||Core drill holes  |H3|0.0|||12/08/2015 10:59:45

271|11736|1|4|22|F|22.F||50mm Diameter hole through reinforced concrete exceeding|No|18|||12/08/2015 10:59:45
|||||||| 200mm and not exceeding 300mm thick
||||||||
|||||||| 

272|11737|1|4|22|G|22.G||100mm Diameter hole through reinforced concrete|No|12|||12/08/2015 10:59:45
|||||||| exceeding 200mm and not exceeding 300mm thick
||||||||
|||||||| 

273|11738|1|4|22|H|22.H||150mm Diameter hole through reinforced concrete|No|15|||12/08/2015 10:59:45
|||||||| exceeding 200mm and not exceeding 300mm thick
||||||||
|||||||| 

274|386|1|4|23||23||MOVEMENT JOINTS, ETC |H2|0.0|||12/08/2015 10:59:45

275|391|1|4|23||23||Saw cut joints |H3|0.0|||12/08/2015 10:59:45

276|392|1|4|23|A|23.A||3 x 50mm Saw cut joints in top of concrete|m|203|||04/09/2015 14:43:57
||||||||
|||||||| 

277|13247|1|4|23||23||Construction joints through concrete, cast at 15|H3|0.0|||04/09/2015 14:58:04
|||||||| degrees as per drawing S-02 rev C 

278|13248|1|4|23|B|23.B||Surface beds not exceeding 300mmm thick |m|270|||04/09/2015 14:58:33

279|13245|1|4|23||23||Movement joints |H3|0.0|||20/08/2015 16:44:54

280|13246|1|4|23|C|23.C||"Migua" Type FP60/6500 movement joint, including all|m|79|||03/09/2015 10:26:16
|||||||| sealants, gaskets, etc. fixed to concrete complete
||||||||
|||||||| 

281|14517|1|4|23||23||Expansion joints |H3|0.0|||08/09/2015 17:14:37

282|14518|1|4|23|D|23.D||"M-trim" Type ASCF 106 expansion joint, including all|m|203|||08/09/2015 17:15:41
|||||||| sealants, gaskets, etc. fixed to concrete complete
||||||||
|||||||| 

283|393|1|4|24||24||REINFORCEMENT |H2|0.0|||12/08/2015 10:59:45

284|12019|1|4|24||24||Mild steel reinforcement to structural concrete work |H3|0.0|||12/08/2015 10:59:45

285|12020|1|4|24|A|24.A||16mm Diameter bars |to|0.03|||12/08/2015 10:59:45

286|12021|1|4|24|B|24.B||12mm Diameter bars |to|0.03|||12/08/2015 10:59:45

287|12022|1|4|24|C|24.C||10mm Diameter bars |to|0.15|||12/08/2015 10:59:45

288|12023|1|4|24|D|24.D||8mm Diameter bars |to|0.15|||12/08/2015 10:59:45

289|12024|1|4|24||24||High tensile steel reinforcement to structural concrete|H3|0.0|||12/08/2015 10:59:45
|||||||| work 

290|12025|1|4|24|E|24.E||32mm Diameter bars |to|0.18|||12/08/2015 10:59:45

291|12026|1|4|24|F|24.F||25mm Diameter bars |to|0.18|||12/08/2015 10:59:45

292|12027|1|4|24|G|24.G||20mm Diameter bars |to|0.30|||12/08/2015 10:59:45

293|12028|1|4|24|H|24.H||16mm Diameter bars |to|1.60|||12/08/2015 10:59:45

294|12029|1|4|24|J|24.J||12mm Diameter bars |to|1.65|||12/08/2015 10:59:45

295|12030|1|4|24|K|24.K||10mm Diameter bars |to|2.37|||12/08/2015 10:59:45

296|408|1|4|24||24||Fabric reinforcement |H3|0.0|||12/08/2015 10:59:45

297|409|1|4|24|L|24.L||Type 193 fabric reinforcement in concrete surface beds,|m2|4222|||12/08/2015 10:59:45
|||||||| slabs, etc
||||||||
|||||||| 

298|4234|1|4|24|M|24.M||Type 395 fabric reinforcement in concrete surface beds,|m2|105|||12/08/2015 10:59:45
|||||||| slabs, etc
||||||||
|||||||| 

299|11197|1|4|25||25||Mild steel dowel bars |H3|0.0|||12/08/2015 10:59:45

300|11198|1|4|25|A|25.A||1 000mm long Y16 dowels bars grouted into and including|No|31|||03/09/2015 19:45:42
|||||||| 200mm deep x 18mm diameter holes with HILTI HIT-HY
|||||||| 150 resin with section in existing slab to be bitumen painted
||||||||
|||||||| 

301|14019|1|4|25|B|25.B||1 000mm long Y20 dowels bars grouted into and including|No|119|||03/09/2015 19:51:54
|||||||| 200mm deep x 22mm diameter holes with HILTI HIT-HY
|||||||| 150 resin with section in existing slab to be bitumen painted
||||||||
|||||||| 

302|417|1|5|27||27||BILL No. 5 |H1|0.0|||12/08/2015 10:59:45

303|418|1|5|27||27||MASONRY |H1|0.0|||12/08/2015 10:59:45

304|419|1|5|27||27||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

305|420|1|5|27||27||SUPPLEMENTARY PREAMBLES |H1|0.0|||12/08/2015 10:59:45

306|421|1|5|27||27||BRICKWORK |H1|0.0|||12/08/2015 10:59:45

307|422|1|5|27||27||Sizes in descriptions |H3|0.0|||12/08/2015 10:59:45

308|423|1|5|27||27||Where sizes in descriptions are given in brick units, "one||0.0|||12/08/2015 10:59:45
|||||||| brick" shall represent the length and "half brick" the width of
|||||||| a brick 

309|424|1|5|27||27||Hollow walls, etc |H3|0.0|||12/08/2015 10:59:45

310|425|1|5|27||27||Descriptions of hollow walls shall be deemed to include||0.0|||12/08/2015 10:59:45
|||||||| leaving every fifth perpend of the bottom course of the
|||||||| external skin open as a weep hole
||||||||
||||||||
||||||||
||||||||Walls in two skins described as "bagged and sealed" shall
|||||||| be deemed to include having the outer face of the inner skin
|||||||| bagged with 1:6 cement and sand mixture and sealed with
|||||||| two coats "Brixeal" bitumen emulsion waterproof coating
||||||||
|||||||| 

311|426|1|5|27||27||Pointing |H3|0.0|||12/08/2015 10:59:45

312|427|1|5|27||27||Descriptions of recessed pointing to fair face brickwork and||0.0|||12/08/2015 10:59:45
|||||||| face brickwork shall be deemed to include square recessed,
|||||||| hollow recessed, weathered pointing, etc 

313|428|1|5|27||27||Samples |H3|0.0|||12/08/2015 10:59:45

314|429|1|5|27||27||Samples of all masonry building units, except those for walls||0.0|||12/08/2015 10:59:45
|||||||| described as "load bearing", shall consist of a minimum of
|||||||| six units.  Samples of building units to be used in walls
|||||||| described as "load bearing" shall consist of thirty units from
|||||||| every thirty thousand units delivered to site 

315|14012|1|5|28||28||BRICKWORK IN FOUNDATIONS |H2|0.0|||03/09/2015 19:01:55

316|14013|1|5|28||28||Brickwork of NFP clay bricks (14 MPa nominal|H3|0.0|||03/09/2015 19:03:28
|||||||| compressive strength) in Class II mortar 

317|14014|1|5|28|A|28.A||270mm Brick walls in foundations|m2|14|||03/09/2015 19:02:41
||||||||
|||||||| 

318|11850|1|5|28||28||SUPERSTRUCTURE BRICKWORK |H2|0.0|||12/08/2015 10:59:45

319|11851|1|5|28||28||Brickwork of NFP clay bricks (14 MPa nominal|H3|0.0|||12/08/2015 10:59:45
|||||||| compressive strength) in Class II mortar 

320|434|1|5|28|B|28.B||Half brick walls|m2|9|||12/08/2015 10:59:45
||||||||
|||||||| 

321|436|1|5|28|C|28.C||One brick walls|m2|567|||12/08/2015 10:59:45
||||||||
|||||||| 

322|14028|1|5|28|D|28.D||One brick walls in beamfilling|m2|4|||11/09/2015 10:51:25
||||||||
|||||||| 

323|14514|1|5|28|E|28.E||One brick walls in bund wall|m2|11|||08/09/2015 17:04:53
||||||||
|||||||| 

324|438|1|5|28|F|28.F||270mm Cavity wall of two half brick skins including wire ties|m2|110|||20/08/2015 10:47:56
||||||||
|||||||| 

325|440|1|5|28||28|| BRICKWORK SUNDRIES |H2|0.0|||12/08/2015 10:59:45

326|442|1|5|28|G|28.G||Splayed mortar fillet one course high in 50mm cavity|m|12|||12/08/2015 10:59:45
||||||||
|||||||| 

327|444|1|5|28|H|28.H||Closing 50mm cavity of hollow walls vertically with brickwork|m|19|||12/08/2015 10:59:45
|||||||| half brick wide
||||||||
|||||||| 

328|445|1|5|28|J|28.J||Closing 50mm cavity of hollow walls horizontally with one|m|14|||12/08/2015 10:59:45
|||||||| course of brickwork
||||||||
|||||||| 

329|13413|1|5|29||29||"Corobrick Cape Stormberg Rustic FBS", clay face|H3|0.0|||20/10/2015 15:58:06
|||||||| brick, bedded and jointed in Class I mortar and pointed
|||||||| with recessed horizontal and vertical joints 

330|13414|1|5|29|A|29.A||Extra over for face brick work|m2|160|||21/08/2015 09:12:51
||||||||
|||||||| 

331|452|1|5|29||29||Movement joints with "Jointex" between concrete and|H3|0.0|||19/08/2015 10:44:45
|||||||| brick surfaces 

332|453|1|5|29|B|29.B||10mm Joints vertical not exceeding 300mm wide|m|118|||19/08/2015 10:45:09
||||||||
|||||||| 

333|12941|1|5|29|C|29.C||10mm Joints horizontal not exceeding 300mm wide|m|182|||19/08/2015 10:46:44
||||||||
|||||||| 

334|456|1|5|30||30||Brickwork reinforcement |H3|0.0|||12/08/2015 10:59:45

335|457|1|5|30|A|30.A||75mm Wide reinforcement built in horizontally |m|2316|||12/08/2015 10:59:45

336|458|1|5|30|B|30.B||150mm Wide reinforcement built in horizontally |m|2320|||12/08/2015 10:59:45

337|12942|1|5|30||30||Galvanised hoop iron cramps, ties, etc |H3|0.0|||19/08/2015 10:52:09

338|12969|1|5|30|C|30.C||40 x 1.6mm "Eco tibond" wall tie with one end shot pinned to|No|473|||04/09/2015 15:06:59
|||||||| concrete, masonry or steel and other end built into masonry
||||||||
|||||||| 

339|459|1|5|30||30||"Stresso" pre-stressed fabricated lintels |H3|0.0|||12/08/2015 10:59:45

340|460|1|5|30|D|30.D||90 x 75mm Lintels in lengths not exceeding 3m |m|22|||12/08/2015 10:59:45

341|461|1|5|30|E|30.E||190 x 75mm Lintels in lengths not exceeding 3m |m|9|||12/08/2015 10:59:45

342|8917|1|5|30|F|30.F||280 x 75mm Lintels in lengths exceeding 3m and not|m|11|||12/08/2015 10:59:45
|||||||| exceeding 4.5m
||||||||
|||||||| 

343|13605|1|5|30||30||FIBRE-CEMENT WINDOW SILLS |H2|0.0|||27/08/2015 10:10:42

344|13606|1|5|30||30||Natural grey sills in single lengths bedded in class 1|H3|0.0|||27/08/2015 10:19:03
|||||||| mortar including metal fixing lugs etc 

345|13608|1|5|30|G|30.G||15 x 150mm Wide sills set sloping and slightly projecting|m|9|||04/09/2015 15:07:27
||||||||
|||||||| 

346|470|1|6|32||32||BILL No. 6 |H1|0.0|||12/08/2015 10:59:45

347|471|1|6|32||32||WATERPROOFING |H1|0.0|||12/08/2015 10:59:45

348|472|1|6|32||32||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

349|473|1|6|32||32||SUPPLEMENTARY PREAMBLES |H2|0.0|||12/08/2015 10:59:45

350|474|1|6|32||32||Waterproofing |H3|0.0|||12/08/2015 10:59:45

351|475|1|6|32||32||Waterproofing of roofs, basements, etc shall be laid under a||0.0|||12/08/2015 10:59:45
|||||||| ten year guarantee.  Waterproofing to roofs shall be laid to
|||||||| even falls to outlets, etc with necessary ridges, hips and
|||||||| valleys.  Descriptions of sheet or membrane waterproofing
|||||||| shall be deemed to include additional labour to turn-ups and
|||||||| turn-downs 

352|476|1|6|32||32||DAMPPROOFING OF WALLS AND FLOORS |H2|0.0|||12/08/2015 10:59:45

353|479|1|6|32||32||One layer of 250 micron "Consol Plastics Gunplas USB|H3|0.0|||12/08/2015 10:59:45
|||||||| Green" waterproof sheeting sealed at laps with
|||||||| "Gunplas Pressure Sensitive Tape" 

354|480|1|6|32|A|32.A||Under surface beds |m2|115|||12/08/2015 10:59:45

355|14523|1|6|32||32||Two coats "Flintkote Type 5" bitumen emulsion|H3|0.0|||08/09/2015 17:28:06
|||||||| waterproof coating to 

356|14524|1|6|32|B|32.B||Masonry walls|m2|123|||08/09/2015 17:28:18
||||||||
|||||||| 

357|481|1|6|32||32||WATERPROOFING TO ROOFS, BASEMENTS, ETC |H2|0.0|||12/08/2015 10:59:45

358|13363|1|6|32||32||"ABE Index Unigum" 4mm torchon waterproofing|H3|0.0|||03/09/2015 15:49:13
|||||||| system 1 layer, applied by 'torchfusion' with 100mm
|||||||| side laps and 150mm end laps, including primer,
|||||||| flashings, gussets. Laid under a ten-year material
|||||||| warranty, to receive paint or stone protection
|||||||| (elsewhere), applied as per manufacturer's specification
|||||||| 

359|13950|1|6|32|C|32.C||On roofs|m2|76|||03/09/2015 15:44:25
||||||||
|||||||| 

360|13951|1|6|32|D|32.D||On tops and sides of parapet walls|m2|69|||03/09/2015 15:44:58
||||||||
|||||||| 

361|13952|1|6|32|E|32.E||Additional membranes, gussets, collars, etc around pipes|No|1|||03/09/2015 15:45:08
|||||||| and into outlets, etc 
||||||||
|||||||| 

362|14400|1|6|33||33||WATERPROOFING PROTECTION |H2|0.0|||04/09/2015 15:27:39

363|14401|1|6|33||33||19mm Washed crushed stone dressing evenly spread|H3|0.0|||04/09/2015 15:28:07
|||||||| with larger stones around outlets on waterproofing 

364|14402|1|6|33|A|33.A||50mm Thick to flat roofs|m2|76|||04/09/2015 15:52:57
||||||||
|||||||| 

365|489|1|6|33||33||PROTECTIVE ROOFING PAINT |H2|0.0|||12/08/2015 10:59:45

366|490|1|6|33||33||Two coats bituminous aluminium paint |H3|0.0|||12/08/2015 10:59:45

367|491|1|6|33|B|33.B||On waterproofing to roofs|m2|69|||12/08/2015 10:59:45
||||||||
|||||||| 

368|492|1|6|33||33||JOINT SEALANTS, ETC |H2|0.0|||12/08/2015 10:59:45

369|496|1|6|33||33||"Sikaflex pro 2HP" two-part polyurethane joint sealing|H3|0.0|||12/08/2015 10:59:45
|||||||| compound including backing cord, bond breaker, "Sika
|||||||| primer-3", etc 

370|497|1|6|33|C|33.C||3mm In saw cut joints in floors|m|203|||04/09/2015 15:10:00
||||||||
|||||||| 

371|11439|1|6|34||34||BUDGETARY ALLOWANCES |H2|0.0|||12/08/2015 10:59:45

372|11440|1|6|34||34||Waterproofing in patches |H3|0.0|||12/08/2015 10:59:45

373|11441|1|6|34||34||NOTE:  Where appropriate the rates contained in the||0.0|||12/08/2015 10:59:45
||||||||
||||||||	bills of quantities will be used in determining the 
||||||||
||||||||	value of the budget allowance below
||||||||
|||||||| 

374|11442|1|6|34|A|34.A||Allow the budgetary amount of R 35,000 (Thirty Five|Item|1.00|35 000.00|35 000.00|12/08/2015 10:59:45
|||||||| Thousand Rand) for Waterproofing in patches, to be used
|||||||| as directed by the Principal Agent and deducted in whole or
|||||||| in part if not required
||||||||
|||||||| 

375|12658|1|7|36||36||BILL No. 7 |H1|0.0|||04/09/2015 17:15:27

376|12659|1|7|36||36||CARPENTRY AND JOINERY |H1|0.0|||18/08/2015 13:55:02

377|13926|1|7|36||36||NOTE:  Tenderers are advised to study the Model||0.0|||03/09/2015 11:29:22
|||||||| Preambles for Trades before pricing this bill 

378|12660|1|7|36||36||SUPPLEMENTARY PREAMBLES |H2|0.0|||18/08/2015 13:55:02

379|12661|1|7|36||36||Fixing |H3|0.0|||18/08/2015 13:55:50

380|12662|1|7|36||36||Items described as "nailed" shall be deemed to be fixed with||0.0|||18/08/2015 13:55:03
|||||||| hardened steel nails or pins, or to be shot-pinned, to
|||||||| brickwork or concrete
||||||||
|||||||| 

381|12663|1|7|36||36||Items described as "plugged" shall be deemed to include||0.0|||18/08/2015 13:55:03
|||||||| screwing to fibre, plastic or metal plugs at not exceeding
|||||||| 500mm centres, and where described as "bolted", the bolts
|||||||| have been given elsewhere
||||||||
|||||||| 

382|12664|1|7|36||36||Joinery |H3|0.0|||18/08/2015 13:55:55

383|12665|1|7|36||36||Descriptions of frames shall be deemed to include frames,||0.0|||18/08/2015 13:55:03
|||||||| transomes, rails, etc
||||||||
|||||||| 

384|12666|1|7|36||36||Descriptions of hardwood joinery shall be deemed to include||0.0|||18/08/2015 13:55:03
|||||||| sinking and pelleting heads and nuts of bolts
||||||||
|||||||| 

385|12667|1|7|37||37||Decorative thermosetting plastic laminate covering |H3|0.0|||18/08/2015 13:55:58

386|12668|1|7|37||37||Laminate covering shall be glued under pressure and edge||0.0|||18/08/2015 13:55:04
|||||||| strips of same shall be butt jointed at junctions with adjacent
|||||||| similar finish
||||||||
|||||||| 

387|13074|1|7|37||37||The following joinery fittings have been measured as||0.0|||20/08/2015 08:16:28
|||||||| complete units i.e. the components of the units have not
|||||||| been separately measured.  The descriptions, therefore, of
|||||||| such units shall be deemed to include all components,
|||||||| assembling, housing, notching, glueing, blocking, planting
|||||||| on and screwing with countersunk screws, edge strips,
|||||||| skirtings, trims, framework, decorative plastics finish, glass,
|||||||| ironmongery, metalwork, paint or varnish finishes, etc
||||||||
|||||||| 

388|13075|1|7|37||37||Prices are to include for all ironmongery, finishes, etc unless||0.0|||20/08/2015 08:16:28
|||||||| otherwise described 
||||||||
|||||||| 

389|13076|1|7|37||37||Prices are to include for the making of holes, etc to||0.0|||03/09/2015 11:55:21
|||||||| accommodate lighting, conduiting, pipes, fittings, etc 
||||||||
|||||||| 

390|13077|1|7|37||37||Prices are to include for approved silicon sealant at all||0.0|||20/08/2015 08:16:29
|||||||| junctions of work tops, sides, panels, etc. with walls 
||||||||
|||||||| 

391|12669|1|7|37||37||DOORS, ETC |H2|0.0|||18/08/2015 13:55:42

392|12680|1|7|37||37||Heavy duty solid core hardwood doors with hardboard|H3|0.0|||26/08/2015 16:07:29
|||||||| horizontal grooves, hung to timber/aluminium frame 

393|13485|1|7|37|A|37.A||40mm Single door 813 x 2 032mm high (Type D2)|No|1|||26/08/2015 10:23:56
||||||||
|||||||| 

394|12681|1|7|37|B|37.B||40mm Single door 813 x 2 032mm high (Type D2) including|No|4|||26/08/2015 15:52:30
|||||||| door grille
||||||||
|||||||| 

395|13526|1|7|37|C|37.C||44mm Double door 1 612 x 2 030mm high (Type D3)|No|1|||26/08/2015 15:52:54
||||||||
|||||||| 

396|12686|1|7|37||37||FIRE DOORS |H2|0.0|||18/08/2015 13:55:44

397|12690|1|7|37||37||Purpose made Class D fire door, with and including|H3|0.0|||26/08/2015 09:47:37
|||||||| "BITCON INDUSTRIES" Class B single rebated grade
|||||||| 316 stainless steel frame 

398|13007|1|7|37|D|37.D||40mm Door 850 x 2 032mm high (Type D1)|No|3|||26/08/2015 09:55:12
||||||||
|||||||| 

399|12722|1|7|37|E|37.E||40mm Door 1 612 x 2 032mm high (Type D3)|No|5|||26/08/2015 09:55:19
||||||||
|||||||| 

400|12713|1|7|38||38||FRAMED FRAMES ETC |H2|0.0|||18/08/2015 14:33:43

401|12714|1|7|38||38||Wrought meranti |H3|0.0|||18/08/2015 14:34:16

402|12716|1|7|38|A|38.A||70 x 104mm Rebated wrot frames plugged with 19mm|m|11|||26/08/2015 09:55:35
|||||||| timber quadrant each side
||||||||
|||||||| 

403|13110|1|7|38||38||SKIRTINGS |H2|0.0|||20/08/2015 10:34:36

404|13111|1|7|38||38||Wrought meranti |H3|0.0|||20/08/2015 10:34:39

405|13113|1|7|38|B|38.B||64 x 19mm Skirtings including 19mm quadrant bead,|m|59|||08/09/2015 17:08:05
|||||||| plugged to wall, partitioning, etc
||||||||
|||||||| 

406|13112|1|7|38|C|38.C||69 x 19mm Skirtings including 19mm quadrant bead,|m|16|||26/08/2015 09:55:56
|||||||| plugged to wall, partitioning, etc
||||||||
|||||||| 

407|13078|1|7|38||38||JOINERY FITTINGS |H2|0.0|||20/08/2015 08:16:39

408|13079|1|7|38||38||Joinery units complete as per architect's joinery|H3|0.0|||27/08/2015 11:14:53
|||||||| schedule: Cash Office joinery - 3062/801 Rev 1     

409|13118|1|7|38|D|38.D||Writing counter as per Detail 001, with 300 x 32mm "Life|No|1|||11/09/2015 09:24:29
|||||||| seal FORMICA" finish post formed worktop with 90 degrees
|||||||| bullnose edging, 32mm Life seal post formed "FORMICA"
|||||||| board fixed to support rails, 16mm melamine infill and 12 x
|||||||| 9mm aluminium angle shadowline, with overall size 1 190 x
|||||||| 300mm high, complete in its entirety as per architect`s
|||||||| Joinery Details No. 3062-801 Rev. 1
||||||||
|||||||| 

410|13635|1|7|38|E|38.E||Worktop counter as per Detail 004 and 005,  with and|m|10|||11/09/2015 09:26:51
|||||||| including three drawer cupboards with 600 x 32mm "Life
|||||||| seal FORMICA" finish post formed worktop with 90 degrees
|||||||| bullnose edging, 94 x 32mm SA Pine bearers, 19mm
|||||||| meranti quadrant, 44 x 32mm H/W support rails, 16mm
|||||||| Melamine faced board cover strip, 16mm Melamine faced
|||||||| board support divisions and silicon sealant, with and
|||||||| including drawers with 6mm masonite tempered hardboard
|||||||| bottom, 16mm Melamine faced board faced drawing and
|||||||| 100 x 16mm Melamine faced board stop rail complete with
|||||||| all stainless steel T-handels, with size 600 x 760mm high,
|||||||| complete in its entirety as per architect`s Joinery Details No.
|||||||| 3062-804 Rev. 1 & 3062-805 Rev. 1 
||||||||
|||||||| 

411|13096|1|7|39||39||Joinery units complete as per architect's joinery|H3|0.0|||27/08/2015 11:19:54
|||||||| schedule: Lower Office Tea Area joinery - 3062/802 Rev
|||||||| 1       

412|14528|1|7|39|A|39.A||Sink cupboard as per Detail 002 and 003, with size 1 965 x|No|1|||11/09/2015 09:25:51
|||||||| 535 x 900mm high with top, sides, bottom, division, shelf,
|||||||| back and piano double hinged doors, complete in its entirety
|||||||| as per architect`s Joinery Details No. 3062-802 Rev. 1 &
|||||||| 3062-803 Rev. 1 (sink elsewhere)
||||||||
|||||||| 

413|13097|1|7|39|B|39.B||Wall cupboard as per Detail 002 and 003, size 1 965 x 300 x|No|1|||09/09/2015 12:44:17
|||||||| 750mm high with top, sides, bottom, division, shelf, back
|||||||| and piano double hinged doors, complete in its entirety as
|||||||| per architect`s Joinery Details No. 3062-802 Rev. 1 &
|||||||| 3062-803 Rev. 1
||||||||
|||||||| 

414|13084|1|7|39||39||Joinery units complete as per architect's joinery|H3|0.0|||27/08/2015 11:19:57
|||||||| schedule: Reception Counter joinery - 3062/803 Rev 1 

415|13098|1|7|39|C|39.C||Floor cupboard as per Detail 007, with 600 x 32mm "Life|m|3|||11/09/2015 09:26:16
|||||||| seal FORMICA" finished post formed worktop with 90
|||||||| degrees bullnose edging, 150 x 32mm SA Pine bearers as
|||||||| 500mm c/c, 19mm meranti quadrant, silicon sealant, 16mm
|||||||| Melamine faced board rear lining, 16mm "Bisonlam" Super
|||||||| White mid self, 16mm Bisonlam Super White on
|||||||| "Bisonbord" V313 bottom self, stainless steel T-handles,
|||||||| with overall size 2 955 x 535 x 900mm high, complete in its
|||||||| entirety s per architect`s Joinery Details No. 3062-807 Rev.
|||||||| 1
||||||||
|||||||| 

416|13099|1|7|39|D|39.D||Worktop counter as per Detail 008, with 600 x 32mm "Life|m|4|||11/09/2015 09:26:39
|||||||| seal FORMICA" finished post formed worktop with 90
|||||||| degrees bullnose edging, 150 x 32mm SA Pine bearers as
|||||||| 500mm c/c, 19mm meranti quadrant, silicon sealant, 16mm
|||||||| Melamine faced board rear lining, 16mm Bisonlam Super
|||||||| White on Bisonbord V313 bottom self, with size 750 x
|||||||| 900mm high, complete in its entirety as per architect`s
|||||||| Joinery Details No. 3062-808 Rev. 1
||||||||
|||||||| 

417|13100|1|7|40||40||Joinery units complete as per architect's joinery|H3|0.0|||27/08/2015 11:23:48
|||||||| schedule: Security Office joinery - 3062/804 Rev 1 

418|14529|1|7|40|A|40.A||Sink cupboard as per Detail 002 and 003, with size 1 965 x|No|1|||09/09/2015 12:53:56
|||||||| 535 x 900mm high with top, sides, bottom, division, shelf,
|||||||| back and piano double hinged doors, complete in its entirety
|||||||| as per architect`s Joinery Details No. 3062-802 Rev. 1 &
|||||||| 3062-803 Rev. 1 (sink elsewhere)
||||||||
|||||||| 

419|14530|1|7|40|B|40.B||Wall cupboard as per Detail 002 and 003, size 300 x 1 965 x|No|1|||09/09/2015 12:53:58
|||||||| 750mm high with top, sides, bottom, division, shelf, back
|||||||| and piano double hinged doors, complete in its entirety as
|||||||| per architect`s Joinery Details No. 3062-802 Rev. 1 &
|||||||| 3062-803 Rev. 1
||||||||
|||||||| 

420|13102|1|7|40|C|40.C||Worktop counter as per Detail 005, with 600 x 32mm "Life|m|9|||11/09/2015 09:27:28
|||||||| seal FORMICA" finish post formed worktop with 90 degrees
|||||||| bullnose edging, 64 x 19mm meranti skirting with19mm
|||||||| meranti quadrant, 44 x 32mm H/W support rails, 16mm
|||||||| Melamine faced board cover strip, 32mm Melamine faced
|||||||| board support divisions and silicon sealant, with size 600 x
|||||||| 760mm high, complete in its entirety s per architect`s
|||||||| Joinery Details No. 3062-805 Rev. 1
||||||||
|||||||| 

421|13639|1|7|40|D|40.D||Floor cupboard as per Detail 007 and 010, with 600 x 32mm|m|4|||09/09/2015 12:41:41
|||||||| "Life seal FORMICA" finished post formed worktop with 90
|||||||| degrees bullnose edging, 150 x 32mm SA Pine bearers as
|||||||| 500mm c/c, 19mm meranti quadrant, silicon sealant, 16mm
|||||||| Melamine faced board rear lining, 16mm Bisonlam Super
|||||||| White mid self, 16mm Bisonlam Super White on Bisonbord
|||||||| V313 bottom self, stainless steel T-handles, with overall size
||||||||  535 x 900mm high, complete in its entirety s per architect`s
|||||||| Joinery Details No. 3062-807 Rev. 1 & 3062-810 Rev. 1
||||||||
|||||||| 

422|13454|1|7|40||40||BUMPER RAILS |H2|0.0|||21/08/2015 14:24:21

423|13455|1|7|40||40||Wrot Meranti |H3|0.0|||21/08/2015 14:24:56

424|13456|1|7|40|E|40.E||108 x 22mm Hardwood timber chair rail plugged to wall|m|159|||08/09/2015 17:08:16
||||||||
|||||||| 

425|12780|1|8|42||42||BILL No. 8 |H1|0.0|||04/09/2015 17:15:34

426|12781|1|8|42||42||CEILINGS, PARTITIONS AND ACCESS FLOORING |H1|0.0|||18/08/2015 17:34:24

427|13927|1|8|42||42||NOTE:  Tenderers are advised to study the Model||0.0|||03/09/2015 11:29:28
|||||||| Preambles for Trades before pricing this bill 

428|12782|1|8|42||42||SUPPLEMENTARY PREAMBLES |H2|0.0|||18/08/2015 17:34:24

429|12783|1|8|42||42||Fixing |H3|0.0|||20/08/2015 20:20:58

430|12784|1|8|42||42||Items described as "nailed" shall be deemed to be fixed with||0.0|||18/08/2015 17:34:24
|||||||| hardened steel nails or pins, or to be shot-pinned, to
|||||||| brickwork or concrete
||||||||
|||||||| 

431|12785|1|8|42||42||Items described as "plugged" shall be deemed to include||0.0|||18/08/2015 17:34:24
|||||||| screwing to fibre, plastic or metal plugs at not exceeding
|||||||| 500mm centres, and where described as "bolted", the bolts
|||||||| have been given elsewhere
||||||||
|||||||| 

432|12786|1|8|42||42||Ceilings |H3|0.0|||20/08/2015 20:21:09

433|12787|1|8|42||42||Unless otherwise described ceilings shall be deemed to be||0.0|||18/08/2015 17:34:25
|||||||| horizontal
||||||||
|||||||| 

434|12788|1|8|42||42||Bulkheads |H3|0.0|||20/08/2015 20:21:12

435|12789|1|8|42||42||Bulkheads are defined as those portions of ceilings which||0.0|||18/08/2015 17:34:25
|||||||| are stepped down from the general ceiling level in a
|||||||| particular room or area and which generally occur along the
|||||||| perimeter. Their purpose is either to conceal services or to
|||||||| create architectural features
||||||||
|||||||| 

436|12790|1|8|42||42||Bulkheads have only been described as such where they||0.0|||18/08/2015 17:34:25
|||||||| conform to the above definition and where the horizontal or
|||||||| vertical dimensions do not exceed 900mm. Where these
|||||||| dimensions are more than 900mm such portions of ceilings
|||||||| have been included in the appropriate general items of
|||||||| ceilings
||||||||
|||||||| 

437|12791|1|8|42||42||Unless otherwise described bulkheads shall be deemed to||0.0|||18/08/2015 17:34:25
|||||||| be horizontal along the length
||||||||
|||||||| 

438|12792|1|8|42||42||Steel components |H3|0.0|||20/08/2015 20:21:16

439|12793|1|8|42||42||All steel components for ceilings, partitions, etc are to be||0.0|||18/08/2015 17:34:26
|||||||| galvanised in accordance with SANS 121
||||||||
|||||||| 

440|12794|1|8|43||43||User note |H3|0.0|||20/08/2015 20:21:20

441|12795|1|8|43||43||Circular bulkheads shall be given separately||0.0|||18/08/2015 17:34:26
||||||||
|||||||| 

442|13326|1|8|43||43||SUSPENDED CEILINGS |H2|0.0|||20/08/2015 20:20:51

443|13320|1|8|43||43||25mm thick "Soundlite' exposed acoustic grid ceiling 1|H3|0.0|||04/09/2015 17:29:40
|||||||| 200mm x 600mm tile into "Donn" ceiling grid. Ceiling
|||||||| grid consisting of Donn Wall Angle (SM26/M6) fixed to
|||||||| the perimeter wall using fixing at 300mm centres. Space
|||||||| Donn Main Tees (T38V/T37V) at 1200mm centres.
|||||||| Suspend main tees using Donn Pre-Stretched
|||||||| Galvanised Hanger wire 2.5mm thick or Donn Hanger
|||||||| strap 19mm wide at 1200mm centres. Main tee should
|||||||| be fixed to the wall using angle cleats, installed to
|||||||| manufacturer's instructions 

444|11356|1|8|43|A|43.A||Horizontal ceilings suspended not exceeding 1m below|m2|225|||04/09/2015 16:12:17
|||||||| concrete soffits
||||||||
|||||||| 

445|14519|1|8|43||43||BULKHEADS, ETC  |H2|0.0|||08/09/2015 17:22:53

446|14520|1|8|43||43||9,5mm "Rhino" gypsum plasterboard with 63mm wide|H3|0.0|||08/09/2015 17:22:53
|||||||| strips of mesh scrim nailed over joints and the whole
|||||||| finished with gypsum skim plaster trowelled to a
|||||||| smooth polished surface to the thickness
|||||||| recommended by the manufacturer on a concealed tee
|||||||| suspension system including main and cross tees,
|||||||| necessary hangers, grids, etc 

447|13464|1|8|43|B|43.B||Horizontal portion of bulkheads 400mm wide, suspended|m|31|||04/09/2015 17:25:12
|||||||| not exceeding 1m below concrete soffits
||||||||
|||||||| 

448|14417|1|8|43|C|43.C||Horizontal portion of bulkheads 700mm wide, suspended|m|5|||04/09/2015 17:25:16
|||||||| not exceeding 1m below concrete soffits
||||||||
|||||||| 

449|13465|1|8|43|D|43.D||Vertical portion of bulkheads 300mm high, suspended not|m|73|||04/09/2015 17:26:22
|||||||| exceeding 1m below concrete soffits
||||||||
|||||||| 

450|14521|1|8|43||43||Sundries |H3|0.0|||08/09/2015 17:23:51

451|14522|1|8|43|E|43.E||Extra over bulkhead for opening for 150 x 150mm vent|No|16|||08/09/2015 17:25:37
||||||||
|||||||| 

452|14409|1|8|43||43||Cornices to ceilings |H3|0.0|||04/09/2015 16:14:52

453|2845|1|8|43|F|43.F||"Donn" wall angle SM25|m|69|||04/09/2015 16:16:32
||||||||
|||||||| 

454|14410|1|8|43|G|43.G||"Donn" wall angle M6|m|46|||04/09/2015 16:16:58
||||||||
|||||||| 

455|12796|1|8|44||44||PARTITIONS ETC |H2|0.0|||18/08/2015 17:34:36

456|13274|1|8|44||44||Standard "Gyproc" drywall consisting of 63.5mm ultra|H3|0.0|||04/09/2015 16:52:21
|||||||| steel drywall studs inserted at 400mm centres into
|||||||| 63.5mm drywall steel top track fixed to grid and bottom
|||||||| plugged to concrete, clad both sides with 12.5mm
|||||||| taper-edge "Rhinoboard" fixed with drywall screws at
|||||||| 220mm centres, stagger joints between boards, all
|||||||| joints are to be taped and jointed and "RhinoGlide"
|||||||| skim finish to exposed surfaces as per manufacturers
|||||||| specification, drywall to be complete with natural
|||||||| aluminium head channel and Donn Corner Bead to all
|||||||| external corners 

457|13275|1|8|44|A|44.A||Partitioning 2 150mm high|m|41|||20/08/2015 19:50:06
||||||||
|||||||| 

458|13277|1|8|44|B|44.B||Extra over drywall partitions 2 150mm high for corner|No|2|||20/08/2015 19:51:26
||||||||
|||||||| 

459|13389|1|8|44|C|44.C||Extra over drywall partitions 2 150mm high for|No|3|||03/09/2015 12:07:56
|||||||| T-intersections
||||||||
|||||||| 

460|13280|1|8|44|D|44.D||Extra over drywall partitions 2 150mm high for vertical|No|5|||20/08/2015 19:53:20
|||||||| abutment
||||||||
|||||||| 

461|14489|1|8|44|E|44.E||Extra over drywall partitions 2 150mm high for HVAC|No|1|||04/09/2015 17:57:17
|||||||| opening 200 x 100mm high, etc complete
||||||||
|||||||| 

462|12804|1|8|44|F|44.F||Extra over drywall partitions 2 150mm high for door opening|No|3|||26/08/2015 15:19:28
|||||||| 900 x 2 040mm high, etc complete (door elsewhere
|||||||| measured) (Type D2)
||||||||
|||||||| 

463|12923|1|8|44|G|44.G||Extra over drywall partitions 2 150mm high for window|No|1|||26/08/2015 17:06:00
|||||||| opening 1 000 x 1 200mm high, etc complete (window
|||||||| elsewhere measured) (Type W6)
||||||||
|||||||| 

464|12921|1|8|44|H|44.H||Extra over drywall partitions 2 150mm high for window|No|1|||26/08/2015 17:23:40
|||||||| opening 1 500 x 1 200mm high, etc complete (window
|||||||| elsewhere measured) (Type W5)
||||||||
|||||||| 

465|13276|1|8|44|J|44.J||Partitioning average 3 500mm high|m|7|||26/08/2015 17:25:23
||||||||
|||||||| 

466|13286|1|8|44|K|44.K||Extra over drywall partitions average 3 500mm high for|No|2|||26/08/2015 17:25:40
|||||||| vertical abutment
||||||||
|||||||| 

467|13063|1|8|44|L|44.L||Extra over drywall partitions average 3 500mm high for|No|1|||26/08/2015 17:25:04
|||||||| aluminium window, type W1 size 785 x 1 000mm high, etc
|||||||| complete (window elsewhere measured) (Type W1)
||||||||
|||||||| 

468|14428|1|8|45||45||"Gyproc Moistyre Resistant" drywall consisting of|H3|0.0|||04/09/2015 16:55:59
|||||||| 63.5mm ultra steel drywall studs inserted at 400mm
|||||||| centres into 63.5mm drywall steel top track fixed to grid
|||||||| and bottom plugged to concrete, clad both sides with
|||||||| 12.5mm taper-edge "Moistyre Resistant board" fixed
|||||||| with drywall screws at 220mm centres, stagger joints
|||||||| between boards, all joints are to be taped and jointed
|||||||| and "RhinoGlide" skim finish to exposed surfaces as
|||||||| per manufacturers specification, drywall to be complete
|||||||| with natural aluminium head channel and Donn Corner
|||||||| Bead to all external corners 

469|14429|1|8|45|A|45.A||Partitioning 2 150mm high|m|4|||04/09/2015 17:05:47
||||||||
|||||||| 

470|13307|1|9|47||47||BILL No. 9 |H1|0.0|||04/09/2015 17:15:39

471|13308|1|9|47||47||FLOOR COVERINGS, WALL LININGS, ETC |H1|0.0|||20/08/2015 20:02:40

472|13928|1|9|47||47||NOTE:  Tenderers are advised to study the Model||0.0|||03/09/2015 11:29:33
|||||||| Preambles for Trades before pricing this bill 

473|13309|1|9|47||47||SUPPLEMENTARY PREAMBLES |H2|0.0|||20/08/2015 20:02:40

474|13310|1|9|47||47||Fixing |H3|0.0|||20/08/2015 20:13:22

475|13311|1|9|47||47||Floor coverings, wall linings, etc shall, where applicable, be||0.0|||20/08/2015 20:02:40
|||||||| fixed with adhesive as recommended by the manufacturers
|||||||| of the flooring, linings, etc
||||||||
|||||||| 

476|13315|1|9|47||47||Surface preparation, priming, curing, cleaning etc |H3|0.0|||20/08/2015 20:03:29

477|13316|1|9|47||47||Descriptions of the items below are deemed to include all||0.0|||20/08/2015 20:03:29
|||||||| necessary preparation, priming, mixing, curing, cleaning etc
|||||||| as prescribed by the manufacturers of the various products
||||||||
|||||||| 

478|13312|1|9|47||47||FLOOR COVERINGS |H2|0.0|||20/08/2015 20:02:47

479|13314|1|9|47||47||500 x 500 x 6mm "Basket weave" carpet tiles in "rope"|H3|0.0|||21/08/2015 11:08:49
|||||||| colour, in tessellated laid pattern installed with plain
|||||||| backing fixed with approved acrylic emulsion adhesive
|||||||| to screed, lain in accordance with SABS 0186-2000
|||||||| fitting code (screed elsewhere measured), all in
|||||||| accordance with manufacturer's specification 

480|13313|1|9|47|A|47.A||On floors |m2|116|||03/09/2015 11:05:36

481|13876|1|9|47||47||EPOXY FLOORING |H2|0.0|||03/09/2015 10:05:01

482|13877|1|9|47||47||"Hengro floor protect premium (HFP)" self priming, self|H3|0.0|||03/09/2015 15:53:27
|||||||| sealing, Bisphenol A based two-part resin epoxy
|||||||| coating, colour "light grey" as per manufacturer's
|||||||| instructions 

483|13878|1|9|47|B|47.B||On floors|m2|124|||03/09/2015 15:54:33
||||||||
|||||||| 

484|14001|1|9|47||47||CORNER PROTECTORS, DIVIDING STRIPS, ETC |H2|0.0|||03/09/2015 17:54:58

485|14002|1|9|47||47||"Kirk Marketing" |H3|0.0|||03/09/2015 17:54:59

486|14003|1|9|47|C|47.C||Aluminium Wide carpet gripper edge trim (code:|m|7|||03/09/2015 17:56:13
|||||||| ACGRE100)
||||||||
||||||||
||||||||
||||||||
||||||||
|||||||| 

487|12693|1|10|48||48||BILL No. 10 |H1|0.0|||04/09/2015 17:15:44

488|12694|1|10|48||48||IRONMONGERY |H1|0.0|||18/08/2015 14:03:01

489|13929|1|10|48||48||NOTE:  Tenderers are advised to study the Model||0.0|||03/09/2015 11:29:38
|||||||| Preambles for Trades before pricing this bill 

490|12695|1|10|48||48||SUPPLEMENTARY PREAMBLES |H2|0.0|||18/08/2015 14:03:01

491|12696|1|10|48||48||Proprietary items |H3|0.0|||18/08/2015 14:03:07

492|12697|1|10|48||48||Where applicable the manufacturers' names or product||0.0|||18/08/2015 14:03:02
|||||||| catalogue titles are given in sub-headings preceding the
|||||||| items
||||||||
||||||||
||||||||
||||||||Prices are to be based on the specific products/articles
|||||||| specified.  If tenderers wish to offer alternative
|||||||| products/articles for certain items, these items are to be
|||||||| clearly marked and the alternative specification given with
|||||||| supporting brochures etc clarifying the features of the
|||||||| products/articles offered
||||||||
||||||||
||||||||
||||||||On request returnable samples are to be provided to the
|||||||| principal agent for consideration
||||||||
|||||||| 

493|12698|1|10|48||48||Finishes to ironmongery |H3|0.0|||18/08/2015 14:03:11

494|12699|1|10|48||48||Where applicable finishes to ironmongery are indicated by||0.0|||18/08/2015 14:03:02
|||||||| suffixes in accordance with the following list: 
||||||||
||||||||BS Satin bronze lacquered
||||||||
||||||||CH Chromium plated 
||||||||
||||||||SC Satin chromium plated 
||||||||
||||||||SE Silver enamelled 
||||||||
||||||||GE Grey enamelled
||||||||
||||||||AN Anodised natural 
||||||||
||||||||AS Anodised silver 
||||||||
||||||||AB Anodised bronze 
||||||||
||||||||AG Anodised gold 
||||||||
||||||||ABL Anodised black 
||||||||
||||||||PB Polished brass 
||||||||
||||||||PL Polished and lacquered 
||||||||
||||||||PT Epoxy coated 
||||||||
||||||||SD Sanded
||||||||
|||||||| 

495|12700|1|10|49||49||HINGES, BOLTS, ETC |H2|0.0|||18/08/2015 14:03:45

496|12701|1|10|49||49||Manufactured by "DORMA" |H3|0.0|||18/08/2015 14:04:01

497|12702|1|10|49|A|49.A||DBB-SS-009 102 x 75 x 3mm stainless steel two ball|Pairs|28|||03/09/2015 11:42:57
|||||||| bearing butt hinge
||||||||
|||||||| 

498|12723|1|10|49|B|49.B||PHA 2000 series 2 point locking panic bolt with cross bar for|No|10|||02/09/2015 11:03:33
|||||||| leaf up to 1 000mm wide, double door 2 064mm high
||||||||
|||||||| 

499|12725|1|10|49|C|49.C||DPH301C 150 x 19mm stainless steel "D" shaped straight|No|5|||03/09/2015 11:43:47
|||||||| bolted through pull handle
||||||||
|||||||| 

500|13528|1|10|49|D|49.D||DFB-SC-180/150 150mm Satin Chrome flush bolt with heel|No|2|||03/09/2015 11:45:05
||||||||
|||||||| 

501|12751|1|10|49||49||Manufactured by "HOWICK" |H3|0.0|||03/09/2015 12:11:33

502|12752|1|10|49|E|49.E||H090 100 x 44 sinkless centre leaf hinges|Pairs|3.0|||04/09/2015 17:24:57
||||||||
|||||||| 

503|13529|1|10|49|F|49.F||H076 Stainless steel heavy duty spring clip (St/Steel)|No|2|||03/09/2015 11:49:49
||||||||
|||||||| 

504|12706|1|10|49||49||LOCKS |H2|0.0|||18/08/2015 14:06:57

505|12707|1|10|49||49||Manufactured by "DORMA" |H3|0.0|||18/08/2015 14:07:10

506|12708|1|10|49|G|49.G||D036S euro-profile cylinder sash lock SS|No|9|||03/09/2015 12:12:57
||||||||
|||||||| 

507|12709|1|10|49|H|49.H||DDC106501 nickel plated 65mm ten pin euro-profile grand|No|5|||03/09/2015 11:55:29
|||||||| master keyed double cylinder
||||||||
|||||||| 

508|12726|1|10|49|J|49.J||DSC104201 nickel plated 65mm ten pin euro-profile grand|No|5|||03/09/2015 11:55:15
|||||||| master keyed single cylinder
||||||||
|||||||| 

509|12806|1|10|49|K|49.K||DWC-005 stainless steel WC indicator and turn knob|No|4|||03/09/2015 11:51:12
|||||||| escutcheons with cylinder lock to fit
||||||||
|||||||| 

510|13527|1|10|49|L|49.L||D038R Rebate conversion kit for euro-profile locks SS|No|1|||03/09/2015 11:51:25
||||||||
|||||||| 

511|12703|1|10|49||49||HANDLES |H2|0.0|||18/08/2015 14:05:29

512|12704|1|10|49||49||Manufactured by "DORMA" |H3|0.0|||18/08/2015 14:05:43

513|12705|1|10|49|M|49.M||SH810 solid SS lever handle with Euro cylinder escutcheon|Pairs|9|||03/09/2015 11:57:17
|||||||| to match
||||||||
|||||||| 

514|12724|1|10|49|N|49.N||PHT 3901 external fire escape access with lever handle|No|5|||03/09/2015 12:13:30
||||||||
|||||||| 

515|12710|1|10|50||50||DOOR CLOSERS |H2|0.0|||18/08/2015 14:13:33

516|12711|1|10|50||50||Manufactured by "DORMA" |H3|0.0|||18/08/2015 14:49:06

517|12712|1|10|50|A|50.A||TS73V EN 2-4 variable spring strength regular arm door|No|13|||02/09/2015 11:05:55
|||||||| closer
||||||||
|||||||| 

518|12718|1|10|50||50||SUNDRIES |H2|0.0|||18/08/2015 14:52:02

519|12719|1|10|50||50||Manufactured by "DJW" |H3|0.0|||04/09/2015 17:34:18

520|12720|1|10|50|B|50.B||Concealed fixing rubber doorstop, plugged to concrete floor|No|5|||04/09/2015 17:34:11
||||||||
|||||||| 

521|13640|1|10|50||50||BATHROOM FITTINGS |H2|0.0|||02/09/2015 11:07:12

522|13641|1|10|50||50||Manufactured by "Kimberly Clarke" |H3|0.0|||28/08/2015 16:04:34

523|13642|1|10|50|C|50.C||"Reflex MK2" stainless steel hand towel dispenser (code:|No|1|||03/09/2015 12:02:02
|||||||| SA426125)
||||||||
|||||||| 

524|13644|1|10|50|D|50.D||"MR2" stainless steel toilet roll holder (code: SA426130) |No|1|||03/09/2015 12:03:35
||||||||
|||||||| 

525|13645|1|10|50|E|50.E||"AQUARIUS" stainless steel waste bin disposer (code:|No|1|||03/09/2015 12:03:41
|||||||| SA426135)
||||||||
|||||||| 

526|13646|1|10|50|F|50.F||"Serra NOX 3" stainless steel soap dispenser (code:|No|1|||03/09/2015 12:14:01
|||||||| SD1226 Satin)
||||||||
|||||||| 

527|14494|1|10|51||51||SIGNAGE |H2|0.0|||04/09/2015 17:58:22

528|14497|1|10|51||51||NOTE:  Where appropriate the rates contained in the||0.0|||04/09/2015 17:58:39
||||||||
||||||||	bills of quantities will be used in determining the 
||||||||
||||||||	value of the budget allowance below
||||||||
|||||||| 

529|14495|1|10|51||51||General allowances |H3|0.0|||04/09/2015 17:58:36

530|14496|1|10|51|A|51.A||Allow the budgetary amount of R 50,000.00 (Fifty Thousand|Item|1.00|50 000.00|50 000.00|04/09/2015 17:59:00
|||||||| Rand) for statuary signageto be used as directed by the
|||||||| Principal Agent and deducted in whole or in part if not
|||||||| required
||||||||
|||||||| 

531|12728|1|11|53||53||BILL No. 11 |H1|0.0|||04/09/2015 17:15:48

532|12729|1|11|53||53||METALWORK |H1|0.0|||18/08/2015 15:30:11

533|13925|1|11|53||53||NOTE:  Tenderers are advised to study the Model||0.0|||03/09/2015 11:29:10
|||||||| Preambles for Trades before pricing this bill 

534|12730|1|11|53||53||SUPPLEMENTARY PREAMBLES |H2|0.0|||18/08/2015 15:30:11

535|12808|1|11|53||53||Warrantees and Guarantees |H3|0.0|||18/08/2015 17:51:05

536|12809|1|11|53||53||A Warranty is to be provided for the laminated safety glass||0.0|||18/08/2015 17:51:05
|||||||| which warrants the product against delaminating and colour
|||||||| degradation for a period of not less than 5 years
||||||||
|||||||| 

537|12810|1|11|53||53||A Guarantee is to be provided for the powder coating which||0.0|||18/08/2015 17:51:06
|||||||| guarantees the product against peeling and discolouration of
|||||||| all powder coating for a period of not less than 15 years
||||||||
|||||||| 

538|12811|1|11|53||53||A Certificate of compliance is to be provided that all||0.0|||18/08/2015 17:51:06
|||||||| anodizing supplied meet with SANS 999 in all aspects
||||||||
|||||||| 

539|12812|1|11|53||53||Structural support |H3|0.0|||18/08/2015 17:51:06

540|12813|1|11|53||53||No structural support steelwork has been provided for,||0.0|||18/08/2015 17:51:06
|||||||| however should steelwork be necessary it must be sized
|||||||| and included in the cost of the relevant shopfront. No
|||||||| exposed structural support steelwork will be permitted and
|||||||| all sections must be accommodated within the aluminium
|||||||| profile if necessary
||||||||
|||||||| 

541|12814|1|11|53||53||Top hung windows |H3|0.0|||18/08/2015 17:51:06

542|12815|1|11|53||53||Subcontractor are to allow for heavy duty friction hinges to||0.00|||18/08/2015 17:51:06
|||||||| all top hung windows in their pricing.  Friction hinges must
|||||||| be able to be tightened/adjusted.
||||||||
|||||||| 

543|12816|1|11|53||53||Protection |H3|0.0|||18/08/2015 17:51:07

544|12817|1|11|53||53||Contractor is to ensure that allowances are made for||0.0|||18/08/2015 17:51:07
|||||||| sufficient protection against damage, etc as required and in
|||||||| which case tenders are to allow for protective tape on
|||||||| frames and glazing according the relevant item in this
|||||||| document.
||||||||
|||||||| 

545|12818|1|11|53||53||Finishes |H3|0.0|||18/08/2015 17:51:07

546|12819|1|11|53||53||Final product shall be free from all sharp edges||0.0|||18/08/2015 17:51:07
||||||||
|||||||| 

547|12820|1|11|54||54||Ironmongery |H3|0.0|||18/08/2015 17:51:07

548|12821|1|11|54||54||All ironmongery to be supplied by the Contractor unless||0.0|||18/08/2015 17:51:07
|||||||| otherwise specified. Contractors are to provide samples for
|||||||| approval by the Architect of these ironmongery on
|||||||| submission of their tenders. All ironmongery shall be
|||||||| approved by the Architect prior to installation
||||||||
||||||||
||||||||
||||||||Sub Contractor to supply all relevant shopfronts with
|||||||| catches, handles, hinges etc. to match shop fronts and
|||||||| doors, all to the Architects approval
||||||||
|||||||| 

549|12822|1|11|54||54||All sliding gear to sliding doors to be supplied by the||0.0|||18/08/2015 17:51:08
|||||||| contractor unless otherwise specified. Contractors are to
|||||||| provide samples for approval by the Architect of these
|||||||| sliding gear on submission of their tenders. All sliding gear
|||||||| shall be approved by the Architect prior to installation
||||||||
|||||||| 

550|12823|1|11|54||54||Joints and Sealants |H3|0.0|||18/08/2015 17:51:08

551|12824|1|11|54||54||All joints in frames shall be made by mechanical means||0.0|||18/08/2015 17:51:08
||||||||
||||||||
||||||||
||||||||An approved silicone sealant is to be provided for both sides
|||||||| of all internal and external shop fronts between the
|||||||| aluminium frames and brick wall or concrete column and
|||||||| between the aluminium frame and plaster finish
||||||||
|||||||| 

552|12825|1|11|54||54||Powdercoating |H3|0.0|||18/08/2015 17:51:08

553|12826|1|11|54||54||Aluminium surfaces to receive 50-80m Matt Charcoal||0.0|||18/08/2015 17:51:08
|||||||| powder coating to be applied by a certified markholder of
|||||||| SANS 1578 and SANS 1796
||||||||
|||||||| 

554|12827|1|11|54||54||Wind Loading  |H3|0.0|||18/08/2015 17:51:08

555|12828|1|11|54||54||The unfactored SABS Wind Loading for :||0.0|||03/09/2015 12:17:14
||||||||
||||||||
||||||||
||||||||Terrain Category 2 Class A element at Sea Level 10m
|||||||| above ground level Is 1.5 kPa/m2
||||||||
|||||||| 

556|12807|1|11|55||55||ALUMINIUM WINDOWS, DOORS & SHOPFRONTS |H2|0.0|||18/08/2015 17:50:55

557|12749|1|11|55||55||Purpose made epoxy coated aluminium windows, doors|H3|0.0|||26/08/2015 17:22:35
|||||||| & shopfronts colour: Matt Grey, in accordance with
|||||||| AAAMSA standards with and including glazing strictly
|||||||| according to SANS 613, 1578 and 1796 with matching
|||||||| glazing beads, friction stays and hinges by
|||||||| manufacturer, handles to clients approval plugged to
|||||||| brickwork/concrete/steel beams including polyurethane
|||||||| elastometric uv-resistant flexible joint sealant suitable
|||||||| for painting, aluminium/rubber gaskets, all in
|||||||| accordance with architect's drawings and
|||||||| specifications 

558|12829|1|11|55|A|55.A||Shopfront type SF1, overall size 2 655 x 2 555mm high|No|1|||26/08/2015 15:45:59
|||||||| including single door, fixed lights with 6,5mm laminated
|||||||| safety clear glazing and ironmongery complete in is entirety
|||||||| as per architect drawing 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

559|12830|1|11|55|B|55.B||Shopfront type SF2, overall size 2 800 x 2 555mm high|No|1|||26/08/2015 15:45:52
|||||||| including fixed lights with 6,5mm laminated safety clear
|||||||| glazing and ironmongery complete in is entirety as per
|||||||| architect drawing 3062-Arc-SEC3
||||||||
|||||||| 

560|12750|1|11|55|C|55.C||Single Door type D1, overall size 900 x 2 040mm high|No|1|||26/08/2015 15:14:13
|||||||| including frame, fixed light with 6mm clear float safety glass,
|||||||| door grille, hinges, handle, lock and door closer complete in
|||||||| its entirety as per architect drawing 3062-Arc-SEC3 Rev.3
||||||||
|||||||| 

561|12837|1|11|55|D|55.D||Window type W1, overall size 1 930 x 1 150mm high|No|1|||26/08/2015 15:50:39
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

562|12838|1|11|55|E|55.E||Window, type W2, overall size 2 000 x 1 150mm high|No|1|||26/08/2015 15:50:29
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

563|12839|1|11|55|F|55.F||Window type W3, overall size 1 455 x 1 150mm high|No|2|||26/08/2015 15:47:38
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

564|12840|1|11|56|A|56.A||Window type W4, overall size 600 x 865mm high extreme,|No|1|||26/08/2015 15:49:11
|||||||| including 6.5mm laminated safety clear glazing, complete in
|||||||| its entirety as per architect`s drawing 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

565|13530|1|11|56|B|56.B||Window type W5, overall size 1 500 x 1 200mm high|No|1|||03/09/2015 11:28:41
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

566|13531|1|11|56|C|56.C||Window type W6, overall size 1 000 x 1 200mm high|No|1|||03/09/2015 11:28:31
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

567|12843|1|11|56|D|56.D||Window type W7, overall size 7 645 x 1 920mm high|No|1|||26/08/2015 15:47:59
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

568|12844|1|11|56|E|56.E||Window type W8, overall size 7 015 x 1 920mm high|No|1|||26/08/2015 15:48:13
|||||||| extreme, including 6.5mm laminated safety clear glazing,
|||||||| complete in its entirety as per architect`s drawing
|||||||| 3062-Arc-SEC3 Rev 3
||||||||
|||||||| 

569|12831|1|11|56||56||ALUMINIUM FRAMES, ETC |H2|0.0|||18/08/2015 18:05:50

570|12832|1|11|56||56||Standard aluminium partition door frame plugged to|H3|0.0|||26/08/2015 15:15:30
|||||||| brickwork 

571|12833|1|11|56|F|56.F||Frame to fit 813 x 2032mm high Door|No|4|||18/08/2015 18:06:07
||||||||
|||||||| 

572|12740|1|11|57||57||FIREPROOF STEEL ROLLER SHUTTERS ETC |H2|0.0|||19/08/2015 09:50:29

573|12741|1|11|57||57||Fireproof steel roller shutter door with hinge-like|H3|0.0|||08/09/2015 13:51:13
|||||||| interconnected galvanized steel profiles,
|||||||| double-skinned 1 mm galvanized steel filled with
|||||||| mineral wool, with header seal as standard with winding
|||||||| shafts welded onto each side for drive, anti-drop device
|||||||| or bearing support, fixed to brickwork or concrete 

574|12742|1|11|57|A|57.A||Crank operated slatted roller shutter door type D4, for|No|2|||26/08/2015 17:00:24
|||||||| opening with size 5 400 x  3 400mm high, complete its
|||||||| entirety as per architect's Door Schedule No. 404 Rev 1
|||||||| (With option to be modify to motorized operated)
||||||||
|||||||| 

575|12743|1|11|57|B|57.B||Crank operated slatted roller shutter door type D5, for|No|2|||26/08/2015 17:00:59
|||||||| opening with size 5 400 x  2 490mm high, complete its
|||||||| entirety as per architect's Door Schedule No. 405 Rev 1
|||||||| (With option to be modify to motorized operated)
||||||||
|||||||| 

576|12744|1|11|57|C|57.C||Crank operated slatted roller shutter door type D6, for|No|1|||26/08/2015 17:01:20
|||||||| opening with size 5 400 x  2 900mm high, complete its
|||||||| entirety as per architect's Door Schedule No. 406 Rev 1
|||||||| (With option to be modify to motorized operated)
||||||||
|||||||| 

577|12745|1|11|57|D|57.D||Crank operated slatted roller shutter door type D7, for|No|2|||26/08/2015 17:01:39
|||||||| opening with size 6 670 x  3 400mm high, complete its
|||||||| entirety as per architect's Door Schedule No. 407 Rev 1
|||||||| (With option to be modify to motorized operated)
||||||||
||||||||
||||||||
|||||||| 

578|12746|1|11|57|E|57.E||Crank operated slatted roller shutter door type D8, with and|No|1|||26/08/2015 17:02:01
|||||||| including hinged door size 900 x 2 100mm high for opening
|||||||| with size 6 670 x  3 400mm high, complete its entirety as per
|||||||| architect's Door Schedule No. 408 Rev 1 (With option to be
|||||||| modify to motorized operated)
||||||||
||||||||
||||||||
|||||||| 

579|12747|1|11|57|F|57.F||Crank operated slatted roller shutter door type D9, for|No|1|||26/08/2015 17:19:00
|||||||| opening with size 3 000 x  2 490mm high, complete its
|||||||| entirety as per architect's Door Schedule No. 409 Rev 1
|||||||| (With option to be modify to motorized operated)
||||||||
||||||||
||||||||
|||||||| 

580|13026|1|11|58||58||STEEL GATES, SCREENS, ETC |H2|0.0|||19/08/2015 16:57:08

581|13027|1|11|58||58||Welded screens and gates to concrete slab |H3|0.0|||19/08/2015 16:58:15

582|13033|1|11|58|A|58.A||Gate type G1, with 50 x 50 x 3mm Galvanized steel frame|No|11|||26/08/2015 17:45:56
|||||||| with 100 x 50 x 3mm galvanized steel intermediate rail,
|||||||| double leaf gate, with and including "Betafence" or similar
|||||||| approved security mesh zinc-alu fence panel with 3mm
|||||||| diameter horizontal and vertical wire, with 72.2 x 12.7 inner
|||||||| apertures, all PVC coated, including barrel bolts, lock plates
|||||||| and hinges, with overall size 3 000 x 2 200mm high,
|||||||| complete in its entirety as per architect`s Gate Schedule No.
|||||||| 601 Rev. 3
||||||||
|||||||| 

583|13035|1|11|58|B|58.B||Gate type G2, with 50 x 50 x 3mm Galvanized steel frame|No|3|||26/08/2015 17:48:09
|||||||| with 100 x 50 x 3mm galvanized steel intermediate rail, with
|||||||| and including "Betafence", or similar approved security
|||||||| mesh zinc-alu fence panel with 3mm diameter horizontal
|||||||| and vertical wire, galvanized with 72.2 x 12.7mm inner
|||||||| apertures, all PVC coated, including barrel bolt, lock plate
|||||||| and hinges, with overall size 900 x 2 200mm high, complete
|||||||| in its entirety as per architect`s Gate Schedule No. 602
||||||||
|||||||| 

584|13036|1|11|58|C|58.C||Gate type G3, with 50 x 50 x 3mm Galvanized steel frame|No|3|||11/09/2015 10:14:37
|||||||| with 100 x 50 x 3mm galvanized steel intermediate rail &
|||||||| stiffener bars, with and including "Betafence", or similar
|||||||| approved security mesh zinc-alu fence panel with 3mm
|||||||| diameter horizontal and vertical wire, galvanized with 72.2 x
|||||||| 12.7 inner apertures, all PVC coated, with and including
|||||||| hook, lock plate and gate track, sliding gate with overall size
|||||||| 6 000 x 2 200mm high, complete in its entirety as per
|||||||| architect`s Gate Schedule No. 603 Rev 3
||||||||
|||||||| 

585|13037|1|11|58|D|58.D||Gate type G5, stainless steel "Turnstar Titan" turnstile with|No|1|||26/08/2015 17:53:13
|||||||| gate, over all size 1 430 x 2 123mm high, complete in its
|||||||| entirety as per architect`s Gate Schedule No. 605 Rev 2
||||||||
|||||||| 

586|13047|1|11|59|A|59.A||"Betafence BETAVIEW 3510" or similarly approved security|m|274|||08/09/2015 17:12:19
|||||||| mesh zinc-alu fence panel in 2 200 x 3 050mm panels with
|||||||| 3mm diameter horizontal and vertical wire, with 72.2 x 12.7
|||||||| inner apertures, all PVC coated, with and including
|||||||| galvanized tubular post size 70 x 44mm covered with post
|||||||| cap, all PVC coated and 5mm thick steel floor plate to
|||||||| underside of post bolted to concrete, complete as per
|||||||| architect`s drawing 3062-Arc-001 Rev 5
||||||||
|||||||| 

587|13029|1|11|59|B|59.B||"Chromadek DIAMOND DECK" or similarly approved profile|m|35|||08/09/2015 17:13:15
|||||||| sheeting with galvanized finish, fixed to frame with
|||||||| self-tapping screws including 100 x 50 x 20mm galvanized
|||||||| steel channel top, intermediate and bottom rail, bracket and
|||||||| bolted to IPE 120 x 64mm galvanized steel posts at 3
|||||||| 050mm c/c welded on 250 x 250 x 5mm steel plate bolted to
|||||||| concrete floor, complete as per architect`s drawing
|||||||| 3062-Arc-001 Rev 5
||||||||
|||||||| 

588|13391|1|11|59||59||GALVANISED STEEL BALUSTRADES |H2|0.0|||20/08/2015 22:12:04

589|13392|1|11|59||59||Galvanised mild steel "Valmatex" tube balustrade |H3|0.0|||27/08/2015 09:38:53

590|13393|1|11|59|C|59.C||Horizontal balustrades 1000mm high, of 35mm external|m|20|||11/09/2015 10:15:16
|||||||| diameter thick continuous pipe handrail, section continuous
|||||||| top and bottom rails, 35mm external diameter section posts
|||||||| at approximately 1000mm centres with 150 x 150 x 5mm
|||||||| footplates bolted to concrete (Drawing No 3062-Arc-SEC1
|||||||| rev4)
||||||||
|||||||| 

591|13615|1|11|59|D|59.D||Raking balustrades 1000mm high, of 35mm external|m|2|||11/09/2015 10:15:26
|||||||| diameter thick continuous pipe handrail, section continuous
|||||||| top and bottom rails, 35mm external diameter section posts
|||||||| at approximately 1000mm centres with 150 x 150 x 5mm
|||||||| footplates bolted to concrete (Drawing No 3062-Arc-SEC1
|||||||| rev4)
||||||||
|||||||| 

592|13593|1|11|60||60||SECURITY PAYROLL WINDOWS |H2|0.0|||26/08/2015 17:13:28

593|13594|1|11|60||60||Purpose made epoxy coated aluminium window colour:|H3|0.0|||26/08/2015 17:17:45
|||||||| Matt Grey, in accordance with AAAMSA performance
|||||||| criteria A0, glazed in accordance with SANS 10160,
|||||||| 10137, 10400 (Part N of Section 3), fitted with clip-on
|||||||| glazed beads with gasket seals with lugs and screws to
|||||||| drywall frames, all in accordance with AAMSA selection
|||||||| guide of glazed aluminium architectural aluminium
|||||||| products - June 2004 

594|13595|1|11|60|A|60.A||Window type W1, with overall size 785 x 1000mm high|No|1|||26/08/2015 17:20:04
|||||||| including 8.6mm laminated safety clear glazing, complete its
|||||||| entirety as per architect's Window Diagram 3062-501
||||||||
|||||||| 

595|501|1|12|62||62||BILL No. 12 |H1|0.0|||04/09/2015 17:15:53

596|502|1|12|62||62||PLASTERING |H1|0.0|||12/08/2015 10:59:45

597|503|1|12|62||62||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

598|11759|1|12|62||62||GRANOLITHIC |H3|0.0|||12/08/2015 10:59:45

599|11760|1|12|62||62||Method |H3|0.0|||12/08/2015 10:59:45

600|11761|1|12|62||62||The method to be used shall be either the monolithic||0.0|||12/08/2015 10:59:45
|||||||| method or the bonded method
||||||||
|||||||| 

601|11762|1|12|62||62||Preparation |H3|0.0|||12/08/2015 10:59:45

602|11763|1|12|62||62||For granolithic applied monolithically, the concrete floor shall||0.0|||12/08/2015 10:59:45
|||||||| be swept clean after bleeding of the concrete has ceased
|||||||| and the slab has begun to stiffen; any remaining bleed water
|||||||| shall be removed and the granolithic applied immediately
|||||||| thereafter. For granolithic to be bonded to the floor slab after
|||||||| it has hardened, the slab surface shall be hacked
|||||||| (preferably by mechanical means) until all laitance, dirt, oil,
|||||||| etc is dislodged and swept clean of all loose matter. The
|||||||| slab shall then be wetted and kept damp for at least six
|||||||| hours before applying the granolithic
||||||||
|||||||| 

603|11764|1|12|62||62||Mix |H3|0.0|||12/08/2015 10:59:45

604|11765|1|12|62||62||Granolithic shall attain a compressive strength of at least||0.0|||12/08/2015 10:59:45
|||||||| 41MPa. The coarse aggregate shall comply with SANS
|||||||| 1083 and shall generally be capable of passing a 10mm
|||||||| mesh sieve. Where the thickness of the granolithic exceeds
|||||||| 25mm, the size of the coarse aggregate shall be increased
|||||||| to the maximum size compatible with the thickness of the
|||||||| granolithic
||||||||
|||||||| 

605|11766|1|12|62||62||Panels |H3|0.0|||12/08/2015 10:59:45

606|11767|1|12|62||62||Granolithic shall be laid in panels not exceeding 14m for||0.0|||12/08/2015 10:59:45
|||||||| monolithic finishes, not exceeding 9,5m for bonded finishes
|||||||| and not exceeding 6m for all external granolithic. Wherever
|||||||| possible, panels shall be square but at no time should the
|||||||| length of the panel exceed 1,5 times its width
||||||||
|||||||| 

607|11768|1|12|62||62||Where possible joints between panels shall be positioned||0.0|||12/08/2015 10:59:45
|||||||| over joints in the floor slab and shall be at least 3mm wide
|||||||| through the full thickness of the finish, separated by strips of
|||||||| wood or fibreboard and finished with V-joints
||||||||
|||||||| 

608|11769|1|12|63||63||Laying |H3|0.0|||12/08/2015 10:59:45

609|11770|1|12|63||63||Monolithic granolithic shall be applied to the partially set slab||0.0|||12/08/2015 10:59:45
|||||||| and thoroughly compacted and lightly wood floated to the
|||||||| required levels
||||||||
|||||||| 

610|11771|1|12|63||63||Bonded granolithic shall be applied to the slab after applying||0.0|||03/09/2015 12:43:43
|||||||| a 1:1 sand-and-cement slurry brushed over the surface and
|||||||| allowed to partially set before applying the granolithic. The
|||||||| granolithic shall be throughly compacted and lightly wood
|||||||| floated to the required levels
||||||||
|||||||| 

611|11772|1|12|63||63||After wood floating, the monolithic and bonded granolithic||0.0|||12/08/2015 10:59:45
|||||||| shall remain undisturbed until bleeding has ceased and the
|||||||| surface has stiffened. Any remaining bleed water and
|||||||| laitance shall then be removed and the surface steel
|||||||| trowelled or power floated
||||||||
|||||||| 

612|11773|1|12|63||63||Curing, seasoning and protection |H3|0.0|||12/08/2015 10:59:45

613|11774|1|12|63||63||Granolithic shall be covered with clean hessian with||0.0|||12/08/2015 10:59:45
|||||||| waterproof building foil over and kept wet for at least seven
|||||||| days after laying
||||||||
|||||||| 

614|11775|1|12|63||63||Colour |H3|0.0|||12/08/2015 10:59:45

615|11776|1|12|63||63||Coloured granolithic shall be tinted with an approved||0.0|||12/08/2015 10:59:45
|||||||| colouring pigment mixed into a true and even colour
||||||||
|||||||| 

616|504|1|12|63||63||SCREEDS & GRANOLITHIC SCREEDS |H2|0.0|||12/08/2015 10:59:45

617|505|1|12|63||63||Screeds on concrete |H3|0.0|||12/08/2015 10:59:45

618|9254|1|12|63|A|63.A||30mm Thick on treads and risers of staircases|m2|3|||12/08/2015 10:59:45
||||||||
|||||||| 

619|4129|1|12|63|B|63.B||65mm Thick average on roofs to falls and currents|m2|71|||12/08/2015 10:59:45
||||||||
|||||||| 

620|13412|1|12|63|C|63.C||75mm Thick on floors and landings|m2|483|||20/08/2015 23:59:31
||||||||
|||||||| 

621|13898|1|12|63|D|63.D||Coved skirtings 250mm high stepped over bund wall as per|m|67|||08/09/2015 17:01:11
|||||||| drawing 3062-Arc-004 Rev- 
||||||||
|||||||| 

622|13962|1|12|64||64||GRANOLITHIC |H2|0.0|||03/09/2015 16:20:41

623|13963|1|12|64||64||Untinted granolithic on concrete (degree of accuracy|H3|0.0|||03/09/2015 16:20:48
|||||||| grade I) 

624|13964|1|12|64|A|64.A||30mm Thick on treads and risers of stairs, including|m2|12|||04/09/2015 17:30:10
|||||||| reedings 

625|14525|1|12|64||64||SPECIALIST PLASTER FLOOR FINISHES |H2|0.0|||08/09/2015 17:32:23

626|14526|1|12|64||64||Minimum 5mm "Polyflor Poly Levelmaster" on |H3|0.0|||08/09/2015 17:32:28

627|14527|1|12|64|B|64.B||Floors|m2|100|||08/09/2015 17:32:17
||||||||
|||||||| 

628|512|1|12|64||64||INTERNAL PLASTER |H2|0.0|||12/08/2015 10:59:45

629|513|1|12|64||64||Cement plaster on brickwork |H3|0.0|||12/08/2015 10:59:45

630|514|1|12|64|C|64.C||On walls |m2|713|||12/08/2015 10:59:45

631|10999|1|12|64|D|64.D||On walls in patches|m2|15|||12/08/2015 10:59:45
||||||||
|||||||| 

632|515|1|12|64|E|64.E||On narrow widths |m2|16|||12/08/2015 10:59:45

633|13992|1|12|64|F|64.F||Forming of V grooves in plaster.|m|18|||03/09/2015 17:06:01
||||||||
|||||||| 

634|10197|1|12|64||64||Cement plaster on concrete |H3|0.0|||12/08/2015 10:59:45

635|10199|1|12|64|G|64.G||On projecting and isolated columns|m2|64|||12/08/2015 10:59:45
||||||||
|||||||| 

636|11155|1|12|64|H|64.H||On narrow widths |m2|3|||12/08/2015 10:59:45

637|13988|1|12|64||64||EXTERNAL PLASTER |H2|0.0|||03/09/2015 17:05:10

638|13989|1|12|64||64||Cement plaster on brickwork |H3|0.0|||03/09/2015 17:05:53

639|13990|1|12|64|J|64.J||On walls |m2|23|||03/09/2015 17:05:53

640|13991|1|12|64|K|64.K||Forming of V grooves in plaster.|m|18|||03/09/2015 17:05:53
||||||||
|||||||| 

641|761|1|13|66||66||BILL No. 13 |H1|0.0|||04/09/2015 17:16:03

642|762|1|13|66||66||TILING |H1|0.0|||12/08/2015 10:59:45

643|2771|1|13|66||66||NOTE: 	Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
||||||||	Preambles for Trades before pricing		
||||||||	this bill.
||||||||
|||||||| 

644|2772|1|13|66||66||SUPPLEMENTARY PREAMBLES |H2|0.0|||12/08/2015 10:59:45

645|2773|1|13|66||66||Descriptions |H3|0.0|||12/08/2015 10:59:45

646|11508|1|13|66||66||All floor tiles are to be completely covered/backed with||0.0|||12/08/2015 10:59:45
|||||||| adhesive in order to ensure no hollow areas behind tiles.
||||||||
|||||||| 

647|2775|1|13|66||66||Repairs |H3|0.0|||12/08/2015 10:59:45

648|2776|1|13|66||66||Repairs to damaged areas in the existing concrete surface||0.0|||12/08/2015 10:59:45
|||||||| bed or slab is to be done using "TAL Superscreed"
||||||||
|||||||| 

649|2777|1|13|66||66||Sealants, etc |H3|0.0|||12/08/2015 10:59:45

650|2778|1|13|66||66||Tenders should include in their price for silicone sealant||0.0|||12/08/2015 10:59:45
|||||||| between all skirting tiles and floor tiles.
||||||||
|||||||| 

651|2779|1|13|66||66||Movement joints |H3|0.0|||12/08/2015 10:59:45

652|2780|1|13|66||66||Tenders are to include in their price for soft joint and||0.0|||12/08/2015 10:59:45
|||||||| sealants in panels of 3 000 x 3 000mm maximum to floor
|||||||| tiling or in accordance with the manufacturer's requirements.
|||||||| Joints to be sealed with "Sikaflex Pro 2HP" after priming the
|||||||| joint with  "Sika Primer". Where practical the bulk of the
|||||||| depth of the joint can be filled with 6mm diameter closed cell
|||||||| polyethylene chord.
||||||||
|||||||| 

653|2781|1|13|66||66||Grouting joints |H3|0.0|||12/08/2015 10:59:45

654|2782|1|13|66||66||Joints to be 3 to 5mm maximum width||0.0|||12/08/2015 10:59:45
||||||||
|||||||| 

655|2783|1|13|67||67||Prime Cost (PC) Sums |H3|0.0|||12/08/2015 10:59:45

656|2784|1|13|67||67||Prime Cost (PC) Sums means an amount of money||0.0|||12/08/2015 10:59:45
|||||||| provided in the bills of quantities for material and goods to
|||||||| be obtained from a supplier nominated by the architect and
|||||||| to be fixed by the contractor (Clause 1.1 of Principal Building
|||||||| Agreement) 
||||||||
|||||||| 
||||||||
||||||||The prime cost amount shall be omitted from the contract
|||||||| sum and the amounts actually paid by the contractor in
|||||||| respect of the purchase of the nett quantity of such items
|||||||| including delivery to site shall be added to the contract sum 
||||||||
|||||||| 
||||||||
||||||||The contractor has to allow for labour, profit and waste in his
|||||||| rate over and above the PC amount 
||||||||
|||||||| 

657|2787|1|13|67||67||WALL TILING |H2|0.0|||12/08/2015 10:59:45

658|11709|1|13|67||67||200 x 200 x 8mm Ceramic tiles (PC Sum R 200/m|H3|0.0|||12/08/2015 10:59:45
|||||||| excluding VAT supply and delivered to site), fixed with
|||||||| "Gold Star 6" adhesive to walls flush pointed with "TAL
|||||||| Wall & Floor" grouting 

659|3692|1|13|67|A|67.A||On walls|m2|3|||12/08/2015 10:59:45
||||||||
|||||||| 

660|11835|1|13|67|B|67.B||On narrow widths|m2|3|||12/08/2015 10:59:45
||||||||
|||||||| 

661|2865|1|13|67|C|67.C||On walls in isolated panels, splashbacks, etc|m2|1|||12/08/2015 10:59:45
||||||||
|||||||| 

662|2794|1|13|68||68||FLOOR TILING |H2|0.0|||12/08/2015 10:59:45

663|3970|1|13|68||68||600 x 600mm Ceramic tiles (PC Sum R 200/m excluding|H3|0.0|||20/08/2015 20:00:05
|||||||| VAT supply and delivered to site), fixed with "Gold Star
|||||||| 6" adhesive to walls flush pointed with "TAL Wall &
|||||||| Floor" grouting 

664|4701|1|13|68|A|68.A||On floors and landings|m2|103|||12/08/2015 10:59:45
||||||||
|||||||| 

665|4057|1|13|68|B|68.B||Ceramic tiles to treads and risers of staircases |m2|6|||12/08/2015 10:59:45

666|13305|1|13|68|C|68.C||Skirting 600 x 100mm high|m|46|||03/09/2015 11:24:56
||||||||
|||||||| 

667|13920|1|13|68||68||CORNER PROTECTORS, DIVIDING STRIPS, ETC |H2|0.0|||03/09/2015 11:21:19

668|13923|1|13|68||68||"Kirk Marketing" |H3|0.0|||03/09/2015 11:21:19

669|13924|1|13|68|D|68.D||Aluminium Wide Tile-in Ramp (code: AWTIR100)|m|4|||03/09/2015 12:44:55
||||||||
|||||||| 

670|13812|1|14|70||70||BILL No. 14 |H1|0.0|||04/09/2015 17:16:07

671|13121|1|14|70||70||PLUMBING AND DRAINAGE |H1|0.0|||20/08/2015 11:23:45

672|13813|1|14|70||70||NOTE:	Tenderers are advised to study the Model||0.0|||02/09/2015 16:42:45
||||||||
||||||||	Preambles for Trades before pricing this bill
||||||||
|||||||| 

673|13814|1|14|70||70||SUPPLEMENTARY PREAMBLES |H2|0.0|||02/09/2015 16:42:58

674|13815|1|14|70||70||uPVC pipes and fittings |H3|0.0|||02/09/2015 16:42:58

675|13816|1|14|70||70||Sewer and drainage pipes and fittings shall be jointed and ||0.0|||02/09/2015 16:42:58
||||||||
||||||||sealed with butyl rubber rings 
||||||||
|||||||| 
||||||||
||||||||Soil, waste and vent pipes and fittings shall be solvent weld 
||||||||
||||||||jointed 

676|13817|1|14|70||70||uPVC pressure pipes and fittings |H3|0.0|||02/09/2015 16:42:58

677|13818|1|14|70||70||Pipes for water supply shall be of the class stated ||0.0|||02/09/2015 16:42:58
||||||||
|||||||| 
||||||||
||||||||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 

678|13819|1|14|70||70||Valves, etc |H3|0.0|||02/09/2015 16:42:58

679|13820|1|14|70||70||Descriptions of valves etc shall be deemed to include ||0.0|||02/09/2015 16:42:59
||||||||
||||||||flanged or screwed connections to piping, reducers, 
||||||||
||||||||supports etc 

680|13821|1|14|70||70||Labelling of valves |H3|0.0|||02/09/2015 16:42:59

681|13822|1|14|70||70||All main stop valves, control valves, etc., shall be labelled by||0.0|||02/09/2015 16:42:59
|||||||| 
||||||||
||||||||means of rustless metal tags indicating their purpose and 
||||||||
||||||||the section they isolate, if isolating valves. The tags shall be 
||||||||
||||||||securely fixed to the valve, and shall be clearly legible. 

682|13823|1|14|71||71||Copper pipes |H3|0.0|||02/09/2015 16:42:59

683|13824|1|14|71||71||Pipes shall be hard drawn and half hard pipes of the class ||0.0|||03/09/2015 12:46:04
||||||||
||||||||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 on approval from the 
||||||||
||||||||engineer. 
||||||||
|||||||| 
||||||||
||||||||Fittings to copper waste, vent and anti-syphon pipes and 
||||||||
||||||||capillary solder fittings shall be "Cobra Watertech" type. 
||||||||
||||||||Capillary solder fittings shall comply with ISO 2016. 

684|13825|1|14|71||71||Fixing of pipes |H3|0.0|||02/09/2015 16:42:59

685|13826|1|14|71||71||Unless specifically otherwise stated, descriptions of pipes ||0.0|||02/09/2015 16:43:00
||||||||
||||||||shall be deemed to include fixing to walls etc, casting in, 
||||||||
||||||||building in or suspending not exceeding 1m below 
||||||||
||||||||suspension level 

686|13827|1|14|71||71||Reducing fittings |H3|0.0|||02/09/2015 16:43:00

687|13828|1|14|71||71||Where fittings have reducing ends or branches they are ||0.0|||02/09/2015 16:43:00
||||||||
||||||||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 

688|13829|1|14|71||71||Wire gratings |H3|0.0|||02/09/2015 16:43:00

689|13830|1|14|71||71||Descriptions of gutter outlets, etc shall be deemed to include||0.0|||02/09/2015 16:43:00
|||||||| 
||||||||
||||||||wire balloon gratings 

690|13831|1|14|71||71||Exposed concrete surfaces |H3|0.0|||02/09/2015 16:43:00

691|13832|1|14|71||71||Exposed surfaces of concrete stormwater channels, cover ||0.0|||02/09/2015 16:43:01
||||||||
||||||||slabs, inspection eye marker slabs, gulley tops, cleaning eye
|||||||| 
||||||||
||||||||tops, catchpits, inspection chambers, etc shall be finished 
||||||||
||||||||smooth with plaster 

692|13835|1|14|72||72||Laying, backfilling, bedding, etc of pipes |H3|0.0|||02/09/2015 16:43:01

693|13836|1|14|72||72||Pipes shall be laid and bedded and trenches shall be ||0.0|||02/09/2015 16:43:01
||||||||
||||||||carefully backfilled in accordance with the manufacturer's 
||||||||
||||||||instructions 
||||||||
|||||||| 
||||||||
||||||||Where no manufacturer's 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 : Stormwaterdrainage 
||||||||
|||||||| 
||||||||
||||||||Pipe trenches, etc shall be backfilled in accordance with 
||||||||
||||||||Clauses 3, 5.5, 5.6, 5.7 and 7 of: 
||||||||
|||||||| 
||||||||
||||||||- Allow for backfilling of trenches with imported sand filling 
||||||||
|||||||| 
||||||||
||||||||- 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 

694|13837|1|14|72||72||Flush pans |H3|0.0|||02/09/2015 16:43:01

695|13838|1|14|72||72||Flush pans shall have straight or side outlets and "P" or "S" ||0.0|||02/09/2015 16:43:02
||||||||
||||||||traps as necessary 

696|13839|1|14|72||72||Stainless steel basins, sinks, wash troughs, urinals, etc |H3|0.0|||02/09/2015 16:43:02

697|13840|1|14|72||72||Units shall have standard aprons on all exposed edges and ||0.0|||02/09/2015 16:43:02
||||||||
||||||||tiling keys against walls where applicable 
||||||||
|||||||| 
||||||||
||||||||All stainless steel work to be grade 304 unless otherwise 
||||||||
||||||||stated 

698|13841|1|14|72||72||Waste unions |H3|0.0|||02/09/2015 16:43:02

699|13842|1|14|72||72||Descriptions of waste unions shall be deemed to include ||0.0|||02/09/2015 16:43:02
||||||||
||||||||rubber or vulcanite plugs and chains fixed to fittings 

700|13843|1|14|72||73||Scope of the work |H3|0.0|||02/09/2015 16:43:02

701|13844|1|14|72||73||The scope of work is described in the specification and on ||0.0|||02/09/2015 16:43:02
||||||||
||||||||the drawings 

702|13845|1|14|73||73||Painting |H3|0.0|||02/09/2015 16:43:03

703|13846|1|14|73||73||Where applicable the Principal Building Contractor will be||0.0|||02/09/2015 16:43:03
|||||||| responsible for painting all exposed pipe work
||||||||
|||||||| 

704|13847|1|14|73||73||Pricing |H3|0.0|||02/09/2015 16:43:03

705|13848|1|14|73||73||The tenderer must price each item in this section individually||0.0|||02/09/2015 16:43:03
|||||||| 
||||||||
||||||||and no changes made by the tenderer shall be recognised 
||||||||
|||||||| 
||||||||
||||||||Where inclusive items are measured and priced, the 
||||||||
||||||||contractor must on request, supply full details of the 
||||||||
||||||||components and prices making up the inclusive items. If the
|||||||| 
||||||||
||||||||contractor does not supply such details and prices within 
||||||||
||||||||fourteen days after having been requested to do so, the 
||||||||
||||||||Quantity Surveyor will determine such at his own discretion 

706|13358|1|14|73||73||RAINWATER DISPOSAL |H2|0.0|||20/08/2015 21:43:29

707|13365|1|14|73||73||Nutec Fibre cement rainwater down pipe |H3|0.0|||27/08/2015 09:41:14

708|13359|1|14|73|A|73.A||100 x 76mm Rectangular rainwater down pipe|m|4|||02/09/2015 17:23:32
||||||||
|||||||| 

709|13360|1|14|73|B|73.B||Extra over rainwater pipe for shoe|No|1|||02/09/2015 17:24:20
||||||||
|||||||| 

710|13361|1|14|73|C|73.C||Extra over rainwater pipe for bend|No|1|||02/09/2015 17:24:06
||||||||
|||||||| 

711|13362|1|14|73|D|73.D||476 x 234 x 267mm Deep rainwater head with outlet for 100|No|1|||02/09/2015 17:24:39
|||||||| x 76mm diameter pipe (Code: 744-744)
||||||||
|||||||| 

712|13152|1|14|74||74||SANITARY FITTINGS |H2|0.0|||20/08/2015 12:48:04

713|13153|1|14|74||74||NOTE:	Prices for sanitary fittings fixed to walls or||0.0|||20/08/2015 12:48:05
|||||||| abutting walls shall include for sealing against walls
|||||||| with silicone sealing compound.  This shall apply to
|||||||| wash hand basins, sinks and drainers, WC cisterns,
|||||||| wash troughs, shower trays and the like.
||||||||
|||||||| 

714|13154|1|14|74||74||"Vaal"  |H3|0.0|||02/09/2015 14:46:45

715|13157|1|14|74|A|74.A||Vitreous china 455 x 290mm "Bantam" basin with one tap|No|1|||02/09/2015 16:18:00
|||||||| hole, integrated overflow and chainstay hole (code: 7030)
||||||||
|||||||| 

716|13183|1|14|74|B|74.B||Vitreous china Charisma 90 outlet back inlet closed rim|No|1|||03/09/2015 12:47:14
|||||||| back-to-wall pan, with quality thermoset soft-close seat and
|||||||| floor brackets (code: 431900), including "Geberit" concealed
|||||||| cistern (code: 110.772.00.1) with "Bolero" matt chrome
|||||||| actuator plate (code: 115.777.46.1)
||||||||
|||||||| 

717|13161|1|14|74||74||"Franke" |H3|0.0|||20/08/2015 12:48:05

718|13184|1|14|74|C|74.C||"Trendline" 711 stainless steel sink 1200 x 535 SEB single|No|2|||02/09/2015 16:18:20
|||||||| end bowl drop-on sink (code: 311850) 
||||||||
|||||||| 

719|13163|1|14|74||74||WASTE UNIONS ETC |H2|0.0|||20/08/2015 12:48:06

720|13164|1|14|74||74||"Cobra" |H3|0.0|||20/08/2015 12:48:06

721|13165|1|14|74|D|74.D||32mm Chrome plated basin waste (code: 301) with 62mm|No|1|||02/09/2015 17:07:23
||||||||
||||||||diameter flange, 80mm shank, slotted with backnut, plug,
|||||||| chain and stay
||||||||
|||||||| 

722|13189|1|14|74|E|74.E||40mm CP sink waste (Code: 316) with 70 diameter flange,|No|2|||02/09/2015 17:11:52
|||||||| 45mm shank, slotted with backnut, anti-theft plug, chain and
|||||||| stay
||||||||
|||||||| 

723|13167|1|14|75||75||TRAPS ETC|H2|0.0|||20/08/2015 12:48:06
||||||||
||||||||

724|13168|1|14|75||75||" Cobra"  |H3|0.0|||20/08/2015 12:48:06

725|13170|1|14|75|A|75.A||32 x 40mm P-bottle trap (code: 365/40) to suit 40mm PVC|No|1|||02/09/2015 16:41:30
|||||||| waste pipe
||||||||
|||||||| 

726|13808|1|14|75||75||"PVC" |H3|0.0|||02/09/2015 16:03:19

727|13809|1|14|75|B|75.B||40 x 40mm "S" trap|No|2|||02/09/2015 17:14:19
||||||||
|||||||| 

728|13754|1|14|75||75||TAPS, MIXERS, VALVES, ETC TO SANITARY FITTINGS |H2|0.0|||02/09/2015 14:16:51

729|13185|1|14|75||75||"Hansgrohe" |H3|0.0|||02/09/2015 15:00:10

730|13186|1|14|75|C|75.C||"Focus 70" single lever basin mixer (code: 31730000)|No|1|||02/09/2015 17:16:09
||||||||
|||||||| 

731|13190|1|14|75|D|75.D||"Focus E" single lever kitchen mixer (code: HG3178000)|No|2|||02/09/2015 17:15:23
||||||||
|||||||| 

732|13662|1|14|75||75||SANITARY PLUMBING |H2|0.0|||02/09/2015 11:52:33

733|13663|1|14|75||75||Class 12 uPVC pipes |H3|0.0|||02/09/2015 11:52:33

734|13664|1|14|75|E|75.E||40mm Pipes fixed to walls |m|5|||02/09/2015 16:20:03

735|13667|1|14|75|F|75.F||110mm Pipes suspended not exceeding 1m below concrete|m|167|||02/09/2015 14:41:47
|||||||| soffits
||||||||
|||||||| 

736|14498|1|14|75||75||Class 4 uPVC pipes |H3|0.0|||04/09/2015 17:59:24

737|14423|1|14|75|G|75.G||25mm Diameter pipe chased into wall|m|37|||04/09/2015 18:05:44
||||||||
|||||||| 

738|14508|1|14|75|H|75.H||25mm Diameter pipe|m|87|||04/09/2015 18:09:19
||||||||
|||||||| 

739|13669|1|14|76||76||Extra over uPVC pipes for fittings |H3|0.0|||02/09/2015 11:52:34

740|14424|1|14|76|A|76.A||25mm Bend |No|28|||04/09/2015 17:30:41
||||||||
|||||||| 

741|14425|1|14|76|B|76.B||25mm Access bend |No|2|||04/09/2015 17:30:45
||||||||
|||||||| 

742|14426|1|14|76|C|76.C||25mm Junction |No|1|||04/09/2015 17:30:49
||||||||
|||||||| 

743|13670|1|14|76|D|76.D||40mm Bend|No|6|||02/09/2015 16:20:06
||||||||
|||||||| 

744|13705|1|14|76|E|76.E||40mm Inspection Bend|No|3|||02/09/2015 17:18:04
||||||||
|||||||| 

745|13674|1|14|76|F|76.F||110-40mm Reducer|No|3|||02/09/2015 16:20:41
||||||||
|||||||| 

746|13675|1|14|76|G|76.G||110mm Bend|No|5|||02/09/2015 11:52:35
||||||||
|||||||| 

747|13676|1|14|76|H|76.H||110mm Junction|No|1|||02/09/2015 11:52:35
||||||||
|||||||| 

748|13677|1|14|76|J|76.J||110mm Inspection bend|No|1|||02/09/2015 11:52:36
||||||||
|||||||| 

749|13679|1|14|76|K|76.K||110mm Pan connector|No|1|||02/09/2015 11:52:36
||||||||
|||||||| 

750|13680|1|14|76|L|76.L||100mm ABC cleaning eye in end of pipe|No|3|||02/09/2015 11:52:36
||||||||
|||||||| 

751|14511|1|14|76||76||"Grundfos MDG.09.3.2 " pumps |H3|0.0|||08/09/2015 16:52:02

752|14512|1|14|76|M|76.M||Submersible sewage pumping plant complete with two|No|1|||08/09/2015 16:54:20
|||||||| pumps, each to deliver 3.4 litres per second at 5m head,
|||||||| associated pipework, including duckfoot bends, two 110mm
|||||||| non-return valves, two isolation valves, manifold to connect
|||||||| to 110mm rising main and with controls housed in a wall
|||||||| mounted, indoor, steel panel which includes the level control
|||||||| switches and alarms for extra high level and motor trip
||||||||
|||||||| 

753|13681|1|14|76||76||Connections to main |H3|0.0|||02/09/2015 11:52:37

754|13682|1|14|76|N|76.N||Cut into 160mm external sewerage drain (by others) and|No|1|||02/09/2015 11:52:37
|||||||| connect to new
||||||||
|||||||| 

755|13684|1|14|77||77||WATER SUPPLY |H2|0.0|||02/09/2015 11:52:37

756|13685|1|14|77||77||Class II hard drawn copper pipes in roofs, ceiling voids,|H3|0.0|||02/09/2015 11:52:37
|||||||| 
||||||||
||||||||etc including supports 

757|13686|1|14|77|A|77.A||22mm Pipes|m|37|||02/09/2015 11:52:37
||||||||
|||||||| 

758|13702|1|14|77|B|77.B||28mm Pipes|m|110|||02/09/2015 12:07:23
||||||||
|||||||| 

759|13689|1|14|77||77||Class II hard drawn copper pipes chased in walls, etc |H3|0.0|||02/09/2015 11:52:38
||||||||
||||||||including supports 

760|13690|1|14|77|C|77.C||15mm Pipes|m|8|||02/09/2015 11:52:38
||||||||
|||||||| 

761|13694|1|14|77||77||Extra over class II copper pipes for solvent welded |H3|0.0|||02/09/2015 11:52:39
||||||||
||||||||fittings 

762|13695|1|14|77|D|77.D||15mm Fittings|No|18|||02/09/2015 11:52:39
||||||||
|||||||| 

763|13696|1|14|77|E|77.E||22mm Fittings|No|5|||02/09/2015 11:52:40
||||||||
|||||||| 

764|13703|1|14|77|F|77.F||28mm Fittings|No|5|||02/09/2015 12:07:30
||||||||
|||||||| 

765|13755|1|14|77||77||TAPS, VALVES, ETC TO COPPER PIPES |H2|0.0|||02/09/2015 14:17:21

766|13756|1|14|77||77||Brass |H3|0.0|||02/09/2015 14:17:21

767|13757|1|14|77|G|77.G||15mm Stopcock|No|2|||02/09/2015 14:17:21
||||||||
|||||||| 

768|13647|1|14|78||78||ELECTRIC WATER HEATERS |H2|0.0|||28/08/2015 14:38:31

769|13650|1|14|78||78||"ZIP" |H3|0.0|||02/09/2015 17:43:04

770|13651|1|14|78|A|78.A||2.5 litre Hydroboil (code: 380001)|No|1|||02/09/2015 17:50:55
||||||||
|||||||| 

771|13648|1|14|78||78||"Kwikot" |H3|0.0|||28/08/2015 14:38:35

772|13649|1|14|78|B|78.B||10 litre Prisma classique electrical water heaters (Code:|No|1|||03/09/2015 12:48:42
|||||||| FPRX-10-UB)
||||||||
|||||||| 

773|13862|1|15|80||80||BILL No. 15 |H1|0.0|||04/09/2015 17:16:11

774|13866|1|15|80||80||ELECTRICAL INSTALLATION |H1|0.0|||03/09/2015 09:55:18

775|13867|1|15|80||80||NOTE:	Tenderers are advised to study the Model||0.0|||03/09/2015 09:55:18
|||||||| Preambles for Trades before pricing this bill
||||||||
|||||||| 

776|13868|1|15|80||80||ELECTRICAL SPECIFICATION AND MEASURE |H2|0.0|||03/09/2015 09:55:19

777|13869|1|15|80|A|80.A||Electrical installation as per attached "Section C4.1"|Item|1.00|||04/09/2015 17:34:42
|||||||| Electrical Installation Bills of Quantities complete
||||||||
|||||||| 

778|13870|1|15|80|B|80.B||Main contractor percentage for all mark-ups, attendance,|Item|1.00|||04/09/2015 17:34:48
|||||||| etc. on domestic contractor
||||||||
||||||||
||||||||
|||||||| 

779|13871|1|15|80||80||Electrical domestic sub-contactors name:||0.0|||03/09/2015 09:55:19
||||||||
||||||||
||||||||
||||||||							
||||||||
|||||||| 

780|13881|1|16|81||81||BILL No. 16 |H1|0.0|||04/09/2015 17:16:16

781|13882|1|16|81||81||MECHANICAL INSTALLATION |H1|0.0|||03/09/2015 10:09:51

782|13883|1|16|81||81||NOTE:	Tenderers are advised to study the Model||0.0|||03/09/2015 10:09:51
|||||||| Preambles for Trades before pricing this bill
||||||||
|||||||| 

783|13888|1|16|81||81||MECHANICAL SPECIFICATION AND MEASURE |H2|0.0|||03/09/2015 10:09:51

784|13889|1|16|81|A|81.A||Mechanical installation as per attached "Section C4.2"|Item|1.00|||04/09/2015 17:35:20
|||||||| Mechanical Installation Bills of Quantities complete
||||||||
|||||||| 

785|13890|1|16|81|B|81.B||Main contractor percentage for all mark-ups, attendance,|Item|1.00|||03/09/2015 10:27:08
|||||||| etc. on domestic contractor
||||||||
||||||||
||||||||
|||||||| 

786|13891|1|16|81||81||Mechanical domestic sub-contactors name:||0.0|||03/09/2015 10:09:52
||||||||
||||||||
||||||||
||||||||							
||||||||
|||||||| 

787|13901|1|16|81||81||FIRE PROTECTION SPECIFICATION AND MEASURE |H2|0.0|||03/09/2015 10:43:06

788|13902|1|16|81|C|81.C||Fire Protection as per attached "Section C4.3" Fire|Item|1.00|||04/09/2015 17:35:11
|||||||| Protection Bills of Quantities complete
||||||||
|||||||| 

789|13903|1|16|81|D|81.D||Main contractor percentage for all mark-ups, attendance,|Item|1.00|||03/09/2015 10:46:03
|||||||| etc. on domestic contractor
||||||||
||||||||
||||||||
|||||||| 

790|13904|1|16|81||81||Fire Protection domestic sub-contactors name:||0.0|||03/09/2015 12:51:31
||||||||
||||||||
||||||||
||||||||							
||||||||
|||||||| 

791|1781|1|17|82||82||BILL No. 17 |H1|0.0|||04/09/2015 17:16:20

792|1782|1|17|82||82||GLAZING |H1|0.0|||12/08/2015 10:59:45

793|1783|1|17|82||82||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

794|4023|1|17|82||82||MIRRORS |H2|0.0|||12/08/2015 10:59:45

795|11831|1|17|82||82||5mm Silver float glass mirror with polished and|H3|0.0|||12/08/2015 10:59:45
|||||||| rounded edges, with 16mm moisture resistant backing
|||||||| board, 25 x 20 x 3mm aluminium angle edging around
|||||||| mirror and fixing pins screws and fixed into fischer wall
|||||||| plugs in brickwork or concrete 

796|4024|1|17|82|A|82.A||600 x 600mm Mirrors|No|3|||12/08/2015 10:59:45
||||||||
|||||||| 

797|1887|1|18|83||83||BILL No. 18 |H1|0.0|||04/09/2015 17:16:26

798|1888|1|18|83||83||PAINTWORK |H1|0.0|||12/08/2015 10:59:45

799|1889|1|18|83||83||NOTE:  Tenderers are advised to study the Model||0.0|||12/08/2015 10:59:45
|||||||| Preambles for Trades before pricing this bill 

800|11056|1|18|83||83||PREPARATORY WORK TO EXISTING WORK |H2|0.0|||12/08/2015 10:59:45

801|11057|1|18|83||83||Previously painted plastered internal surfaces|H3|0.0|||12/08/2015 10:59:45

802|11058|1|18|83||83||Remove loose and peeling paint back to a firm edge by||0.0|||12/08/2015 10:59:45
|||||||| scraping, sanding or other suitable means. Feather the
|||||||| edges with 100 grit sandpaper and ensure surface is dust
|||||||| free. Remove surface contaminants using Sugar Soap
|||||||| solution - 500g Sugar Soap Powder dissolved in 5 litres
|||||||| water, or  Sugar Soap Liquid. For stubborn contaminants
|||||||| use hot water in the above mix and a bristle broom or
|||||||| scrubbing brush. Rinse with tap water to remove all traces of
|||||||| sugar soap and allow to dry.
||||||||
||||||||
||||||||
||||||||Ensure surfaces are clean, dry and sound. Moisture content
|||||||| not m ore than 8%measured on a Doser Hygrometer BD2
|||||||| scale (or equivalent) before painting. Apply Plaster Primer
|||||||| (UC 56) or Professional Plaster Primer (PP 700) to bare and
|||||||| repaired areas. Allow 16 hours to dry. Finish with two coats
|||||||| of Wall & All (WAA) with 2 hours drying time between coats,
|||||||| for a maintenance cycle of 7 years in a C3 - industrial
|||||||| environment.
||||||||
|||||||| 

803|11059|1|18|84||84||Previously painted plastered exterior surfaces|H3|0.0|||12/08/2015 10:59:45

804|11060|1|18|84||84||Prepare all surfaces including brushing down areas of||0.0|||12/08/2015 10:59:45
|||||||| mould, fungus and damp and treating with two coats of anti
|||||||| fungal wash. Rinse thoroughly to remove all traces of
|||||||| chemicals and allow to dirt completely
||||||||
||||||||
||||||||
||||||||Paint on plaster surfaces Wall & All to existing water based
|||||||| coated exterior cement plaster.
||||||||
||||||||Remove loose and peeling paint back to a firm edge by
|||||||| scraping, sanding or other suitable means. Feather the
|||||||| edges with 100 grit sandpaper and ensure surface is dust
|||||||| free.
||||||||
||||||||Remove surface contaminants using Sugar Soap solution -
|||||||| 500g Sugar Soap Powder dissolved in 5 litres water, or
|||||||| Sugar Soap Liquid. For stubborn contaminants use hot
|||||||| water in the
||||||||
||||||||above mix and a bristle broom or scrubbing brush. Rinse
|||||||| with tap water to remove all traces of sugar soap and allow
|||||||| to dry.
||||||||
||||||||
||||||||
||||||||Ensure surfaces are clean, dry and sound. Moisture content
|||||||| not more than 8% measured on a Doser Hygrometer BD2
|||||||| scale (or equivalent) before painting. Apply Plaster Primer
|||||||| (UC 56) or Professional Plaster Primer (PP 700) to bare and
|||||||| repaired areas. Allow 16 hours to dry. Finish with two coats
|||||||| of Wall & All (WAA) with 2 hours drying time between coats,
|||||||| for a maintenance cycle of 6 years in a C3 - industrial
|||||||| environment.
||||||||
|||||||| 

805|11061|1|18|84||84||On existing external face brick surfaces|H3|0.0|||12/08/2015 10:59:45

806|11062|1|18|84||84||Water jet surfaces with high pressure low volume water||0.0|||12/08/2015 10:59:45
|||||||| jetting lance to remove all loose dirt, brush down and wash
|||||||| to remove surface contamination, brush down areas of
|||||||| mould, fungus and damp and treat with two coats of anti
|||||||| fungal wash

807|11063|1|18|84||84||On existing unpainted sheet metal roof covering|H3|0.0|||12/08/2015 10:59:45

808|11064|1|18|84||84||Water jet surface with high pressure low volume water||0.0|||12/08/2015 10:59:45
|||||||| jetting lance to remove all dirt, brush down and wash to
|||||||| remove surface contamination, brush down areas of mould,
|||||||| fungus and damp and treating with two coats of anti fungal
|||||||| wash

809|11065|1|18|85||85||Previously painted metal surfaces|H3|0.0|||12/08/2015 10:59:45

810|11066|1|18|85||85||Prepare surfaces and remove all loose material, dust,||0.0|||12/08/2015 10:59:45
|||||||| grease, salts and contamination with Degreaser, and rinse.
|||||||| Apply one coat Galvanised Iron Primer, one coat Universal
|||||||| Undercoat, two coats Super Universal Enamel paint on new
|||||||| exterior galvanised steel surfaces. Colour to later
|||||||| specification.
||||||||
|||||||| 

811|11067|1|18|85||85||Previously painted or varnished wood surfaces|H3|0.0|||12/08/2015 10:59:45

812|11068|1|18|85||85||All surfaces shall be stripped of all old paint, old varnish,||0.0|||12/08/2015 10:59:45
|||||||| etc., using scrapers, wire wool, paint remover and sanding.
|||||||| bleach any blackening using oxalic solution scrubbed with
|||||||| wire wool.  Rinse thoroughly to remove all traces of
|||||||| chemicals and allow to dry

813|11783|1|18|85||85||Colours |H3|0.0|||12/08/2015 10:59:45

814|11784|1|18|85||85||Unless otherwise described all paintwork shall be deemed to||0.0|||03/09/2015 12:52:34
|||||||| have a colour value in excess of 7 on the Munsell system in
|||||||| accordance with SANS 1091
||||||||
|||||||| 

815|11672|1|18|85||85||PAINTWORK, ETC TO NEW WORK |H1|0.0|||11/09/2015 09:33:30

816|14007|1|18|85||85||ON PLASTER, ETC  |H2|0.0|||03/09/2015 18:33:38

817|14008|1|18|85||85||Prepare, stop and apply one coat Plascon Professional|H3|0.0|||11/09/2015 09:34:40
|||||||| Plaster Primer and two coats Plascon Wall & All sheen
|||||||| paint, in accordance with the manufacturer's
|||||||| specifications, to 

818|14009|1|18|85|A|85.A||External plastered walls and columns |m2|31|||03/09/2015 18:33:30
||||||||
|||||||| 

819|1890|1|18|85||85||ON FLOATED PLASTER |H2|0.0|||12/08/2015 10:59:45

820|8335|1|18|85||85||Clean down, prepare and apply one coat "Plascon|H3|0.0|||11/09/2015 10:04:28
|||||||| Acrylic Filler" primer, stop with "Mendall 90", sand and
|||||||| touch up with "Plascon Acrylic Filler" and two coats
|||||||| "Plascon Double Velvet" sheen paint as per
|||||||| manufacturer's specification 

821|8336|1|18|85|B|85.B||On internal walls |m2|574|||12/08/2015 10:59:45
||||||||
|||||||| 

822|13477|1|18|86||86||ON SMOOTH CONCRETE SURFACES |H2|0.0|||21/08/2015 15:29:06

823|13660|1|18|86||86||Prepare, stop and apply one coat Plascon Gehopon 7|H3|0.0|||11/09/2015 09:39:45
|||||||| Sealer (GW7) and two coats of Plascon Gehopon 3000
|||||||| WB (GW3000), in accordance with the manufacturer's
|||||||| specifications, to 

824|13659|1|18|86|A|86.A||On floors and landings|m2|197|||01/09/2015 17:17:33
||||||||
|||||||| 

825|1902|1|18|86||86||Prepare, stop and apply one coat "Dulux Duracoat|H3|0.0|||11/09/2015 09:40:33
|||||||| M371-2000" masonry paint and two coats "Dulux
|||||||| D175-Line" acrylic-pva paint, in accordance with the
|||||||| manufacturer's specifications, to 

826|10216|1|18|86|B|86.B||Ceilings and beams|m2|501|||21/08/2015 15:53:10
||||||||
|||||||| 

827|13478|1|18|86|C|86.C||Walls and columns |m2|56|||21/08/2015 15:39:00
||||||||
|||||||| 

828|1911|1|18|86||86||ON PLASTERBOARD |H2|0.0|||12/08/2015 10:59:45

829|1912|1|18|86||86||Prepare, stop and apply one coat "Dulux Duracoat|H3|0.0|||11/09/2015 09:41:41
|||||||| M371-2000" masonry paint and two coats "Dulux
|||||||| D175-Line" acrylic-pva paint, in accordance with the
|||||||| manufacturer's specifications, to 

830|1913|1|18|86|D|86.D||On partitions|m2|225|||21/08/2015 15:37:12
||||||||
|||||||| 

831|13463|1|18|86|E|86.E||Ceilings and cornices |m2|38|||21/08/2015 15:38:57
||||||||
|||||||| 

832|1917|1|18|86||86||ON METAL |H2|0.0|||12/08/2015 10:59:45

833|13088|1|18|86||86||Prepare and apply one coat alkyd based universal|H3|0.0|||11/09/2015 09:44:26
|||||||| undercoat and one coat superior quality universal
|||||||| enamel paint, on work in sound condition, in
|||||||| accordance with the manufacturer's specifications, to 

834|13091|1|18|86|F|86.F||Rails, bars, pipes, etc not exceeding 300mm girth|m|1306|||21/08/2015 15:53:43
||||||||
|||||||| 

835|13093|1|18|86|G|86.G||Rails, bars, pipes, etc exceeding 300mm girth |m2|74|||21/08/2015 15:41:13
||||||||
|||||||| 

836|11777|1|18|86||86||Prepare and apply one coat universal undercoat and|H3|0.0|||11/09/2015 09:45:40
|||||||| two coats eggshell enamel paint, on galvanised steel,
|||||||| on work in sound condition, in accordance with the
|||||||| manufacturer's specifications, to 

837|13604|1|18|86|H|86.H||On roof sheeting |m2|152|||04/09/2015 18:00:00
||||||||
|||||||| 

838|1924|1|18|87||87||ON WOOD |H2|0.0|||12/08/2015 10:59:45

839|1929|1|18|87||87||Prepare and apply one coat "Plascon Pink" wood|H3|0.0|||11/09/2015 09:51:24
|||||||| primer, one coat "Dulux" universal undercoat and two
|||||||| coats "Plascon Velvaglo Satin Enamel" paint, in
|||||||| accordance with the manufacturer's specifications, to 

840|1930|1|18|87|A|87.A||On doors|m2|27|||21/08/2015 15:40:50
||||||||
|||||||| 

841|12721|1|18|87|B|87.B||On door frames, etc|m2|1|||21/08/2015 15:40:55
||||||||
|||||||| 

842|1931|1|18|87||87||Prepare, stop and apply one coats "Woodcoat Suede|H3|0.0|||11/09/2015 09:51:38
|||||||| Matt" wood varnish followed by two coats "Woodcoat
|||||||| Suede Matt" wood varnish, in accordance with the
|||||||| manufacturer's specifications, to 

843|13336|1|18|87|C|87.C||Skirtings, rails, etc not exceeding 300mm girth |m|75|||21/08/2015 15:41:03
||||||||
|||||||| 

844|14542|1|18|87||87||Prepare, stop and apply one coats "Dulux woodgard"|H3|0.0|||11/09/2015 09:55:46
|||||||| timbasheen eggshel wood varnish diluted 10-15% with
|||||||| mineral turpentine, followed by two coats"Dulux
|||||||| woodgard" timbasheen matt wood varnish, in
|||||||| accordance with the manufacturer's specifications, to 

845|14543|1|18|87|D|87.D||Skirtings, rails, etc not exceeding 300mm girth |m|159|||11/09/2015 09:52:24
||||||||
|||||||| 

846|13480|1|18|87||87||ON FAIR FACED BRICKWORK |H2|0.0|||21/08/2015 15:42:05

847|13032|1|18|87||87||Prepare, stop and apply one coat appropriate primer|H3|0.0|||11/09/2015 09:56:56
|||||||| and two coats "Plascon Professional Double Velvet"
|||||||| sheen paint, in accordance with the manufacturer's
|||||||| specifications, to 

848|13034|1|18|87|E|87.E||On internal walls|m2|2260|||19/08/2015 17:01:27
||||||||
|||||||| 

849|13609|1|18|87||87||ON FIBRE CEMENT |H2|0.0|||27/08/2015 10:22:23

850|13610|1|18|87||87||Prepare, stop and apply one coat "Plascon Plaster|H3|0.0|||11/09/2015 09:58:11
|||||||| Primer" and two coats "Plascon Velvaglo Satin Enamel"
|||||||| paint, in accordance with the manufacturer's
|||||||| specifications, to 

851|13611|1|18|87|F|87.F||Window sills, etc|m2|1|||04/09/2015 17:31:55
||||||||
|||||||| 

852|11069|1|18|88||88||PAINTWORK ETC TO PREVIOUSLY PAINTED WORK |H1|0.0|||11/09/2015 09:44:52

853|13482|1|18|88||88||ON INTERNAL FLOATED PLASTER SURFACES |H2|0.0|||26/08/2015 16:54:03

854|13011|1|18|88||88||Clean down, prepare, stop and apply one coat|H3|0.0|||11/09/2015 10:00:09
|||||||| appropriate Bonding liquid, two coats "Plascon VIP
|||||||| Plastic PVA" paint, in accordance with the
|||||||| manufacturer's specifications, to 

855|13010|1|18|88|A|88.A||Ceilings and beams|m2|5850|||26/08/2015 16:55:29
||||||||
|||||||| 

856|11072|1|18|88|B|88.B||On internal walls|m2|2092|||12/08/2015 10:59:45
||||||||
|||||||| 

857|13339|1|18|88||88||ON METAL |H2|0.0|||20/08/2015 20:47:15

858|13340|1|18|88||88||Clean down, prepare, stop and apply one coat|H3|0.0|||11/09/2015 10:01:32
|||||||| "Galvogrip Calcium Plumbate" primer, one coat
|||||||| universal undercoat and two coats "Plascon Super
|||||||| Gloss" enamel paint, in accordance with the
|||||||| manufacturer's specifications, to 

859|13341|1|18|88|C|88.C||Windows with burglar bars|m2|327|||21/08/2015 15:55:04
||||||||
|||||||| 

860|13468|1|18|88|D|88.D||Gates, grilles, burglar screens, balustrades, etc (Measured|m2|113|||21/08/2015 15:54:47
|||||||| over the full flat area)
||||||||
|||||||| 

861|13147|1|18|88||88||ON WOOD |H2|0.0|||20/08/2015 11:59:32

862|13150|1|18|88||88||Clean down, prepare, stop and apply one coat "Plascon|H3|0.0|||11/09/2015 10:03:00
|||||||| Pink" wood primer with stop touch up where necessary
|||||||| and apply one coat universal undercoat and two coats
|||||||| "Plascon Velvaglo Satin" enamel paint, in accordance
|||||||| with the manufacturer's specifications, to 

863|13148|1|18|88|E|88.E||On doors|m2|15|||20/08/2015 11:59:56
||||||||
|||||||| 

864|13149|1|18|88|F|88.F||On door frames, etc|m2|2|||21/08/2015 15:55:35
||||||||
|||||||| 

865|13370|1|18|89||89||SIGNWRITING |H2|0.0|||20/08/2015 21:59:58

866|13373|1|18|89||89||Clean down, prepare and apply one coat "Plascon|H3|0.0|||11/09/2015 10:05:23
|||||||| Acrylic Filler" primer, stop with "Mendall 90", sand and
|||||||| touch up with "Plascon Acrylic Filler" and two coats
|||||||| "Plascon Double Velvet" sheen paint, in accordance
|||||||| with the manufacturer's specifications, to 

867|13372|1|18|89|A|89.A||Numeral or letter 400 x 400mm high|No|23|||21/08/2015 15:57:23
||||||||
|||||||| 

868|11880|1|19|91|1|91.1||Preliminaries |Page|-7-|||07/02/2015 08:43:17

869|9776|1|19|91|2|91.2||Alterations |Page|-14-|||14/05/2014 18:33:43

870|622|1|19|91|3|91.3||Earthworks |Page|-18-|||26/07/2000 13:31:13

871|623|1|19|91|4|91.4||Concrete, Formwork and Reinforcement |Page|-26-|||26/07/2000 13:31:15

872|624|1|19|91|5|91.5||Masonry |Page|-31-|||26/07/2000 13:31:13

873|625|1|19|91|6|91.6||Waterproofing |Page|-35-|||26/07/2000 13:31:15

874|12657|1|19|91|7|91.7||Carpentry and Joinery |Page|-41-|||18/08/2015 13:54:45

875|12779|1|19|91|8|91.8||Ceilings, Partitions, etc |Page|-46-|||18/08/2015 17:34:07

876|13306|1|19|91|9|91.9||Floor Covering, Wall Linigs, ect |Page|-47-|||20/08/2015 20:02:26

877|12692|1|19|91|10|91.10||Ironmongery |Page|-52-|||18/08/2015 14:02:06

878|12727|1|19|91|11|91.11||Metalwork |Page|-61-|||18/08/2015 15:29:58

879|631|1|19|91|12|91.12||Plastering |Page|-65-|||26/07/2000 13:31:13

880|2770|1|19|91|13|91.13||Tiling |Page|-69-|||09/06/2007 12:57:41

881|13120|1|19|91|14|91.14||Plumbing and drainage |Page|-79-|||20/08/2015 11:23:44

882|13861|1|19|91|15|91.15||Electrical Installation |Page|-80-|||03/09/2015 09:54:23

883|13880|1|19|91|16|91.16||Mechanical Installation |Page|-81-|||03/09/2015 10:09:43

884|2683|1|19|91|17|91.17||Glazing |Page|-82-|||06/06/2007 16:08:12

885|2681|1|19|91|18|91.18||Paintwork |Page|-90-|||06/06/2007 16:05:44

886|636|1|19|91||91||SUB-TOTAL |ST|0.0||Sub Total|12/08/2015 10:59:45

887|11990|1|19|91||91||Allow the Sum of R1,750,000 (One Million Seven Hundred and|Item|1.00|1 750 000.00|1 750 000.00|04/09/2015 17:40:39
|||||||| FiftyThousand  Rand and Zero Cents) NET for Contingencies,
|||||||| to be used as directed by the Principal Agent and deducted in
|||||||| whole or in part if not required
||||||||
|||||||| 

|*|TOTAL ITEMS|887|MSD ITEMS|369|QUANTITY#|46520.64|RATE#|2135000|
|*|END|ASCII|
