building agreement and preliminaries...the jbcc principal building agreement contract data ec and...
TRANSCRIPT
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Bela Bela LDSD Offices
SECTION 1
BILL NO. 1
PRELIMINARIES
The JBCC Series 2000 Principal Building Agreement (July 2007 edition 5.0 - reprint 1) prepared by the Joint Building Contracts Committee shall be the applicable building agreement, amended as hereinafter described
BUILDING AGREEMENT AND PRELIMINARIES
The JBCC Principal Building Agreement Contract Data EC and the JBCC Principal Building Agreement Contract Data CE form an integral part of this agreement
The ASAQS Preliminaries (November 2007 edition) published by the Association of South African Quantity Surveyors for use with the said JBCC Principal Building Agreement shall be deemed to be incorporated in these bills of quantities
Contractors are referred to the abovementioned documents for the intent and meaning of each clause thereof
These clauses are hereinafter referred to by clause number and heading only. Where standard clauses or alternatives are not entirely applicable to this agreement such modifications, corrections or supplements as will apply are given under each relevant clause heading and such modifications, corrections or supplements shall take precedence notwithstanding anything contrary contained in the abovementioned documents
Where any item is not relevant to this specific agreement such item is marked N/A (signifying "not applicable")
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The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained
PREAMBLES FOR TRADES
Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the said Model Preambles
The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles
Should the contractor select Option A in terms of subclause 3.2.1 in the Contract Data - Contractor to Employer (CE) for the purpose of adjustment of these preliminaries, the amount entered into the amount column in these preliminaries is to be divided into one or more of the three categories provided namely Fixed (F), Value Related (V) and Time Related (T)
PRICING OF PRELIMINARIES
SECTION A: PRINCIPAL BUILDING AGREEMENT
Item
Clause 1.0 - Definitions and interpretation
The measuring system used for the preparation of the bills of quantities is the Standard System of Measuring Building Work (sixth edition, revised 1999) published by the Association of South African Quantity Surveyors [1.1]
F:............................. V:............................ T:............................
1
Definitions (A1)
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Item
Clause 2.0 - Offer acceptance and performance obligations
F:............................. V:............................ T:............................
2
Objective and preparation (A2 - A14)
Item
Clause 3.0 - Documents
Refer to Annexure A for a list of the contract drawings
Provision is made in the summary page of these bills of quantities for the inclusion of Value Added Tax (VAT) [3.5]
The principal agent shall decide which portion of the priced document may be used as a specification of materials and goods or methods, if any [3.9]
F:............................. V:............................ T:............................
3
Item
Clause 4.0 - Design responsibility
F:............................. V:............................ T:............................
4
Item
Clause 5.0 - Employer's agents
F:............................. V:............................ T:............................
5
Item
Clause 6.0 - Contractor's site representative
F:............................. V:............................ T:............................
6
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Item
Clause 7.0 - Compliance with laws and regulations
Without limiting the generality of the provisions of clause 7.0, the contractor's attention is drawn to the provisionsof the Construction Regulations, 2003 issued in terms of the Occupational Health and Safety Act, 1993. It is specifically stated that the employer shall prepare a documented health and safety specification for the works and that the employer shall ensure that the contractor has made provision for the cost of health and safety measures during the execution of the works. The contractor shall price opposite this item for compliance with the act and the regulations and the reasonable provisions of the aforementioned health and safety specification [7.1]
F:............................. V:............................ T:............................
7
Item
Clause 8.0 - Works risk
F:............................. V:............................ T:............................
8
Item
Clause 9.0 - Indemnities
F:............................. V:............................ T:............................
9
Item
Clause 10.0 - General insurances
F:............................. V:............................ T:............................
10
Item
Clause 11.0 - Special insurances
F:............................. V:............................ T:............................
11
Item
Clause 12.0 - Effecting insurances
F:............................. V:............................ T:............................
12
Item
Clause 13.0 - Assignment
F:............................. V:............................ T:............................
13
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Item
Clause 14.0 - Security
F:............................. V:............................ T:............................
14
Item
Clause 15.0 - Preparation for and execution of the works
F:............................. V:............................ T:............................
15
Execution (A15 - A23)
Item
Clause 16.0 - Site and access
Certain areas will be occupied during the construction period and the contractor must execute the works with as little noise and disturbance as possible to the occupants. [16.6]
F:............................. V:............................ T:............................
16
Item
Clause 17.0 - Contract instructions
F:............................. V:............................ T:............................
17
Item
Clause 18.0 -Setting out of the works
The contractor shall notify the principal agent if any encroachment of adjoining foundations, buildings, structures, pavements, boundaries, etc. exist in order that the necessary arrangements may be made for the rectification of any such encroachments [18.1]
F:............................. V:............................ T:............................
18
Item
Clause 19.0 - Temporary works and plant
Clause 19.1.1 - Enclosure of the works
F:............................. V:............................ T:............................
19
Item
Clause 19.1.2 - Office accommodation - provide suitable office accomodation for site meetings with tables and chairs for ten people
F:............................. V:............................ T:............................
20
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Clause 20.0 - Nominated subcontractors
Refer to the provisions on general attendance hereinafter
F:............................. V:............................ T:............................
21
Item
Clause 21.0 - Selected subcontractors
General attendance of n/s subcontractors for pricing by the contractor shall be in accordance with the n/s agreement. Notwithstanding this provision, general attendance shall be deemed to include for the contractor to provide free of charge to any n/s subcontractor such scaffolding as may reasonably be required by such n/s subcontractor for the execution of the relevant subcontract work
F:............................. V:............................ T:............................
22
Item
Clause 22.0 - Employer's direct contractors
F:............................. V:............................ T:............................
23
Item
Clause 23.0 - Contractor's domestic subcontractors
F:............................. V:............................ T:............................
24
Item
Clause 24.0 - Practical completion
F:............................. V:............................ T:............................
25
Completion (A24 - A30)
Item
Clause 25.0 - Works completion
F:............................. V:............................ T:............................
26
Item
Clause 26.0 - Final completion
F:............................. V:............................ T:............................
27
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Clause 27.0 - Latent defects liability period
F:............................. V:............................ T:............................
28
Item
Clause 28.0 - Sectional completion
F:............................. V:............................ T:............................
29
Item
Clause 29.0 - Revision of date for practical completion
The removal and replacement of materials and/or workmanship which do not conform to the specification or the contract drawings shall not constitute grounds for the extension of the construction period nor for the adjustment of the contract value (Clause 29.3)
F:............................. V:............................ T:............................
30
Item
Clause 30.0 - Penalty for late or non-completion: 0.05% of the Contract Amount inclusive of Value Added Tax per Calendar day
F:............................. V:............................ T:............................
31
Item
Clause 31.0 - Interim payment
Materials and goods stored off site shall not be included in the amount authorised for payment [31.6.5]
F:............................. V:............................ T:............................
32
Payment (A31 - A35)
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N/A
Clause 32.0 - Adjustment to the contract value - NOT APPLICABLE
All fluctuations in costs, with the exception of fluctuations in the rate of Value Added Tax, shall be for the account of the contractor [32.13]
Where prices are submitted by the contractor or n/s subcontractor during the progress of the works in respect of contract instructions or in regard to a claim under the terms of the agreement and notwithstanding the fact that such prices may be used in an interim payment certificate there is to be no presumption of acceptance. Should the principal agent wish to accept any such prices prior to the issue of the certificate of final completion, it shall be in writing
The contractor shall not receive any mark-up for overheads and profit on any omission of tenant installation work or tenant installation work by others. Claims for loss of profit shall not be entertained [32.2]
F:............................. V:............................ T:............................
33
Item
Clause 33.0 - Recovery of expense and loss
F:............................. V:............................ T:............................
34
Item
Clause 34.0 - Final account and final payment
F:............................. V:............................ T:............................
35
Item
Clause 35.0 - Payment to other parties
F:............................. V:............................ T:............................
36
Item
Clause 36.0 - Termination by employer - contractor's default
F:............................. V:............................ T:............................
37
Termination (A36 - A39)
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Clause 37.0 - Termination by employer - loss and damage
F:............................. V:............................ T:............................
38
Item
Clause 38.0 - Termination by contractor - employer's default
F:............................. V:............................ T:............................
39
Item
Clause 39.0 - Termination - cessation of the works
F:............................. V:............................ T:............................
40
Item
Clause 40.0 - Settlement of disputes
F:............................. V:............................ T:............................
41
Dispute (A40)
Item
Clause 41.0 - Post tender provisions
The contractor is to complete and submit with his tender the JBCC Principal Building Agreement Contract Data CE
F:............................. V:............................ T:............................
42
Contract variables (A41 - A42)
Item
Clause 42.0 - Contractual agreement
The required information of the parties and the amount of the contract sum shall be inserted in the agreement for signature of the agreement by the parties
F:............................. V:............................ T:............................
43
SECTION B: PRELIMINARIES
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Item
Clause 1.0 - Definitions and interpretation
F:............................. V:............................ T:............................
44
Definitions and interpretation (B1)
Item
Clause 2.1 - Checking of documents
F:............................. V:............................ T:............................
45
Documents (B2)
Item
Clause 2.2 - Provisional bills of quantities
F:............................. V:............................ T:............................
46
Item
Clause 2.3 - Availability of construction documentation
The budgetary allowances and selected subcontract amounts allocated for subsequent trades included in this agreement will be separately procured, based on multiple procurement of selected subcontractors during the construction period
F:............................. V:............................ T:............................
47
Item
Clause 3.1 - Previous work - dimensional accuracy
F:............................. V:............................ T:............................
48
Previous work and adjoining properties (B3)
Item
Clause 3.2 - Previous work - defects
F:............................. V:............................ T:............................
49
Item
Clause 3.3 - Inspection of adjoining properties
F:............................. V:............................ T:............................
50
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Item
Clause 4.1 - Samples of materials
F:............................. V:............................ T:...........................
51
Samples, shop drawings and manufacturer's instructions (B4)
Item
Clause 4.2 - Workmanship samples
F:............................. V:............................ T:............................
52
Item
Clause 4.3 - Shop drawings
F:............................. V:............................ T:............................
53
Item
Clause 4.4 - Compliance with manufacturer's instructions
F:............................. V:............................ T:............................
54
Item
Clause 5.1 - Deposits and fees
F:............................. V:............................ T:............................
55
Deposits and fees (B5)
Item
Clause 6.1 - Water
F:............................. V:............................ T:............................
56
Temporary services (B6)
Item
Clause 6.2 - Electricity
F:............................. V:............................ T:............................
57
Item
Clause 6.3 - Telecommunication facilities
F:............................. V:............................ T:............................
58
Item
Clause 6.4 - Ablution facilities
F:............................. V:............................ T:............................
59
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Item
Clause 7.1 - Responsibility for prime cost amounts
F:............................. V:............................ T:............................
60
Prime cost amounts (B7)
Item
Clause 8.1 - Special attendance
F:............................. V:............................ T:............................
61
Special attendance on n/s subcontractors (B8)
Item
Clause 9.1 - Protection of the works
F:............................. V:............................ T:............................
62
General (B9)
Item
Clause 9.2 - Protection/isolation of existing/ occupied works
Certain areas of the sitewill be occupied during the construction period (see item 4 page 14)
F:............................. V:............................ T:............................
63
Item
Clause 9.3 - Security of the works
F:............................. V:............................ T:............................
64
Item
Clause 9.4 - Notice before covering work
F:............................. V:............................ T:............................
65
Item
Clause 9.5 - Disturbance
F:............................. V:............................ T:............................
66
Item
Clause 9.6 - Environmental disturbance
F:............................. V:............................ T:............................
67
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Item
Clause 9.7 - Works cleaning and clearing
F:............................. V:............................ T:............................
68
Item
Clause 9.8 - Vermin
F:............................. V:............................ T:............................
69
Item
Caluse 9.9 - Overhand work
F:............................. V:............................ T:............................
70
Information necessary for elections and completion of those clauses contained in the schedule which are necessary for tender purposes is given hereunder. Where no information is given it shall mean that no specific requirements are expected or that the clause is not relevant to this specific contract
Schedule of variables (B10)
10.1 - Provisional bills of quantities [2.2] The quantities are provisional No
10.2 - Availability of construction documentation [2.3] Construction documentation is complete Yes
10.3 - Previous work - dimensional accuracy [3.1]
10.4 - Previous work - defects [3.2]
10.5 - Inspection of adjoining properties [3.3]
10.6 - Water [7.2]
Option A (by contractor) YesOption B (by employer - free of charge) NoOption C (by employer - metered) No
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10.7 - Electricity [7.3]
Option A (by contractor) YesOption B (by employer - free of charge) NoOption C (by employer - metered) No
10.8 - Telecommunications [7.4]
Telephone YesFacsimile YesE-mail Yes
10.9 - Ablution facilities [7.5]
Option A (by contractor) YesOption B (by employer) No
10.10 - Protection of the works [9.1]
10.11 - Protection/isolation of existing/sectionally occupied works [9.2]
Protection/isolation is requiredNo
10.12 - Disturbance [9.5]
10.13 - Environmental disturbance [9.6]
Any special items to meet the particular circumstances of a specific project are embodied in this section. Where required for an aspect of the works to be executed according to a design by a consulting engineer, a recital of the headings to the individual clauses of the JBCC Engineering General Conditions are included
SECTION C: SPECIFIC PRELIMINARIES
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Black economic empowerment and training
F:............................. V:............................ T:............................
71
Item
Proprietary branded products
F:............................. V:............................ T:............................
72
The contractor shall take delivery of, handle, store, use, apply and/or fix all proprietary branded products in strict accordance with the manufacturers' instructions after consultation with the manufacturer's authorised representative
Item
Contract instructions
F:............................. V:............................ T:............................
73
Contract instructions issued on site are to be recorded in triplicate in a contract instruction book which is to be supplied and maintained on site by the contractor
Item
Labour record
F:............................. V:............................ T:............................
74
At the end of each week the contractor shall provide the principal agent with a written record, in schedule form, reflecting the number and descriptions of tradesmen and labourers employed by him and all subcontractors on the works each day of that week
Item
Plant record
F:............................. V:............................ T:............................
75
At the end of each week the contractor shall provide the principal agent with a written record, in schedule form, reflecting the number, type and capacity of all plant, excluding hand tools used on the works each day of that week
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Item
Guarantees
F:............................. V:............................ T:............................
76
Where guarantees are called for, the contractor shall obtain a written guarantee, addressed to the employer, from the firm supplying the materials and/or doing the work and shall deliver same to the principal agent on the certified completion of the contract. The guarantee shall state that workmanship, materials and installation are guaranteed for a specified period from the date of certified completion of the contract, and that any defects that may arise during the specified period shall be made good at the expense of the firm supplying the materials and/or doing the work, upon written notice from the principal agent to do so. This guarantee will not be enforced if the work is damaged by defects in the construction of the building in which case the responsibility for replacement shall rest entirely with the contractor. The principal agent shall be the sole judge of the cause responsible for defects in the work and his decision shall be final and binding in terms of clause 40.2 of the agreement
Item
Overtime
F:............................. V:............................ T:............................
77
Should overtime be required to be worked for any reason whatsoever, the costs of such overtime are to be borne by the contractor unless the principal agent has specifically authorised, in writing, prior to execution thereof, that costs for such overtime are to be borne by the employer
Item
Co-operation of contractor for cost management
F:............................. V:............................ T:............................
78
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It is specifically agreed that the contractor accepts the obligation of assisting the professional consultants in implementing proper cost management. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The quantity surveyor undertakes to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedures to be implemented and the contractor will attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures in regard to all subcontractors
Item
Occupational Health and Safety Specification
F:............................. V:............................ T:............................
79
The contractor shall comply with all the requirements set out in the Construction Regulations 2003 issued under the Occupational Health and Safety Act, 1993 (Act No 85 of 1993).
It is required of the contractor to thoroughtly study the Health and Safety Specification that must be read together with and is deemed to be incorporated under this Section of the bills of quantities / lump sum document.
The contractor must take note that compliance with the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is compulsory. In the event of parial or total non-compliance, the principal agent, notwithstanding the provisions of clause A31.0 of Section A or any other clause to the contrary, reserves the right to delay issuingany progress payment certificate until the contractor provides satifactory proof of compliance. The contractor shall not be entitled to any compensation of whatsoever nature, including extension of time or interest, due to such delay of payment.
Provisions for pricing of the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is made under this clause and it is explicitly pointed out that all requirements of the aforementioned are deemed to be priced hereunder and no additional claims in this regard shall be entertained.
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Item
Allow for the compulsory equipment and clothing, ie hats, safety shoes, safety clothing, safety glasses, safety masks, harnesses, etc
F:............................. V:............................ T:............................
80
Item
Allow for all compulsory health and safety posters, boards, etc
F:............................. V:............................ T:............................
81
Item
Allow for all compulsory health and safety workshops, meetings, lectures, demonstrations, etc
F:............................. V:............................ T:............................
82
Item
Allow for all compulsary health and safety pamphlets, cards, paperwork, etc to each worker, consultant, public individual, etc coming onto the site
F:............................. V:............................ T:............................
83
Item
Allow for compulsory health and safety files that must be completed daily and must be handed to the employer on completion of the contract
F:............................. V:............................ T:............................
84
Item
Scope of Application as per Act No 85 of 1993
F:............................. V:............................ T:............................
85
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Item
Notification of Construction Work as per Act No 85 of 1993
F:............................. V:............................ T:............................
86
Item
Employer's responsiblities as per Act No 85 of 1993
F:............................. V:............................ T:............................
87
Item
Principal Contractor's responsibility as per Act No 85 of 1993
F:............................. V:............................ T:............................
88
Item
Supervision of construction work as per Act No 85 of 1993
F:............................. V:............................ T:............................
89
Item
Risk assessment as per Act No 85 of 1993
F:............................. V:............................ T:............................
90
Item
Fall protection as per Act No 85 of 1993
F:............................. V:............................ T:............................
91
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Item
Structures Formwork and Support as per Act No 85 of 1993
F:............................. V:............................ T:............................
92
Item
Excavation as per Act No 85 of 1993
F:............................. V:............................ T:............................
93
Item
Demolotion work as per Act No 85 of 1993
F:............................. V:............................ T:............................
94
Item
Tunnelling as per Act No 85 of 1993
F:............................. V:............................ T:............................
95
Item
Scaffolding as per Act No 85 of 1993
F:............................. V:............................ T:............................
96
Item
Suspended platforms as per Act No 85 of 1993
F:............................. V:............................ T:............................
97
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Item
Botswains chairs as per Act No 85 of 1993
F:............................. V:............................ T:............................
98
Item
Materials hoists as per Act No 85 of 1993
F:............................. V:............................ T:............................
99
Item
Batch plant as per Act No 85 of 1993
F:............................. V:............................ T:............................
100
Item
Explosive powered tools as per Act No 85 of 1993
F:............................. V:............................ T:............................
101
Item
Cranes as per Act No 85 of 1993
F:............................. V:............................ T:............................
102
Item
Construction vehicles and mobile plant as per Act No 85 of 1993
F:............................. V:............................ T:............................
103
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Electrical installations and machinery on construction sites as per Act No 85 of 1993
F:............................. V:............................ T:............................
104
Item
Use and temporary storage of flammable liquids on construction sites as per Act No 85 of 1993
F:............................. V:............................ T:............................
105
Item
Water environments as per Act No 85 of 1993
F:............................. V:............................ T:............................
106
Item
Housekeeping on construction sites as per Act No 85 of 1993
F:............................. V:............................ T:............................
107
Item
Stacking and storage on construction sites as per Act No 85 of 1993
F:............................. V:............................ T:............................
108
Item
Fire precautions as per Act No 85 of 1993
F:............................. V:............................ T:............................
109
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Construction welfare as per Act No 85 of 1993
F:............................. V:............................ T:............................
110
Item
Approved inspection Authorities as per Act No 85 of 1993
F:............................. V:............................ T:............................
111
Item
Offences and penalties as per Act No 85 of 1993
F:............................. V:............................ T:............................
112
Item
Repeal of regulations as per Act No 85 of 1993
F:............................. V:............................ T:............................
113
Item
Short title as per Act No 85 of 1993
F:............................. V:............................ T:............................
114
Item
Obligatory Sub-contracting and Training
F:............................. V:............................ T:............................
115
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The Contractor shall sub-contract 40% of the work to Domestic Sub-contractors as listed in the Schedule of Sub-Contractors in the Returnable Schedules
The Principal Agent and the Contractor shall at all times make sure that the work complies with the relevant specifications, standards and norms as contained in this tender.
The Principal Agent and the Contractor shall provide for the necessary skills transfer and assistance to complete the sub-contracted section of the works.
The Principal Agent and the Contractor shall provide the necessary documentation to the Domestic Sub-Contractor for upgrading of the rating by CIDB.
BEE Sub-Contractors must be 100% black owned and have offices in Mpumalanga Province
Item
Expanded Public Works Programme
F:............................. V:............................ T:............................
116
The Contractor shall study the guidelines for the implimentation of labour-intensive infrastructure projects under the Expanded Public Works Programme (EPWP) attached to this document. The Contractor shall take note of the requirements and inform all selected and or other sub-contractors, as no claim afterwards will be entertained
Item
C11.1 Local and targeted labour
F:............................. V:............................ T:............................
117
Item
Allow for regular submission of proof of employment of local skilled and unskilled labour to Employer's representative
F:............................. V:............................ T:............................
118
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Training allowance paid to targeted labour in respect of formal training.
F:............................. V:............................ T:............................
119
Item
Extra over for the administration of payment of training allowances to targeted labour
F:............................. V:............................ T:............................
120
Item
Transport and accommodation of workers for training where it is not possible to undertake the training in close proximity to the site
F:............................. V:............................ T:............................
121
Item
C12: Contract drawings
F:............................. V:............................ T:............................
122
The drawings issued with the tender documents do not comprise the complete set but serve as a guide only for tendering purposes and for indicating the scope of the work to enable the tenderer to acquaint himself with the nature and extent of the works and the manner in which they are to be executed
Should any part of the drawings not be clearly understood by the tenderer he shall, before submitting his tender, obtain clarification in writing from the principal agent
Item
C13: General preambles
F:............................. V:............................ T:............................
123
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Item
C14: Trade names
F:............................. V:............................ T:............................
124
Wherever a trade name form any product has been described in the bills of quantities / lump sum document, the tenderer's attention is drawn to the fact that any other product of equal quality may be used subject to the written approval of the principal agent being obtained prior to the closing date for submission of tenders
If prior written approval for an alternative product is not obtained, the product described shall be deemed to have been tendered for
Item
C15: Community Liaison Officer
F:............................. V:............................ T:............................
125
Item
Allow for a Community Liaison Officer (CLO) to be appointed
F:............................. V:............................ T:............................
126
Item
Allow for net extra cost involved in the emloyment of a Community Liaison Officer (CLO) in respect of the site office.
F:............................. V:............................ T:............................
127
Item
Allow for net extra cost involved in the employment of a Community Liaison Officer (CLO) in respect of the toilets.
F:............................. V:............................ T:............................
128
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PreliminariesBill No. 1Section 1
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Item
Allow for net extra cost involved in the employment of a Community Liaison Officer (CLO) in respect of the sheds.
F:............................. V:............................ T:............................
129
Item
C16: SANS 1921-6: HIV/AIDS Awareness read in conjunction with the Associated Specification Data
F:............................. V:............................ T:............................
130
Item
General requirements (Clause 4.1)
F:............................. V:............................ T:............................
131
Item
HIV/AIDS awareness programme (Clause 4.2)
F:............................. V:............................ T:............................
132
Item
Reporting (Clause 4.3)
F:............................. V:............................ T:............................
133
Category : Fixed R........................................
Category : Value R........................................
Category : Time R........................................
SUMMARY OF CATEGORIES
159
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154
153
152
151
150
149
148
147
146
145
144
143
142
141
140
139
138
137
136
135
134
133Total Brought Forward from Page No.
Preliminaries
Section 1
Bill No. 1
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
160
PreliminariesBill No. 1Section 1
Carried Forward R
-
Preliminaries
Section 1
Bill No. 1
AmountPageNo
COLLECTION
Brought Forward R
Bela Bela LDSD Offices
159
158
157
156
155Total Brought Forward from Page No.
161
PreliminariesBill No. 1Section 1
Carried to Final Summary R
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AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BUILDINGS
BILL NO. 1
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 104 for CPAP formula purposes
FOUNDATIONS (PROVISIONAL)
SUPPLEMENTARY PREAMBLES
The nature of the ground is assumed to be loose sandy material, therefore "earth", but possibly interspersed with "hard rock" or "soft rock"
Nature of ground
Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site
Carting away of excavated material
EARTHWORKS
SITE CLEARANCE ETC
2,748m2
Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc
1
Site clearance
2,748m2Stripping average 150mm thick layer of top soil and stockpiling on site
2
EXCAVATION, FILLING, ETC
655m3Reduced level3
Excavation in earth not exceeding 2m deep
162
Foundations (Provisional)Bill No. 1Section 2
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487m3Trenches4
37m3Holes5
28m3Soft rock6
Extra over trench and hole excavations in earth for excavation in
15m3Hard rock7
989m3Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor
8
Extra over all excavations for carting away
1,539m2Sides of trench and hole excavations not exceeding 1,5m deep
9
Risk of collapse of excavations
ItemKeeping excavations free of all water other than subterranean water
10
Keeping excavations free of water
402m3Under floors, steps, pavings, etc11
Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density
306m3Backfilling to trenches, holes, etc12
640m3Under floors, steps, pavings, etc13
Earth filling of G6 material supplied by the contractor compacted in 150mm layers to 95% Mod AASHTO density
68m3Under floors, steps, pavings, etc14
Earth filling of G6 material supplied by the contractor, stabilized with 3% cement (CEM II B-L 32.5N) to achieve a C4 classification compacted in 150mm layers to 95% Mod AASHTO density
1,247m2Under floors etc15
Coarse river sand filling supplied by the contractor
163
Foundations (Provisional)Bill No. 1Section 2
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SOIL POISONING
1,453m2
Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming
16
Soil insectiside
1,885m2To bottoms and sides of trenches17
CONCRETE
(CPAP FORMULA WORK GROUP NO. 110)
UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
22m3Surface blinding under footings and bases18
15MPa/19mm concrete
REINFORCED CONCRETE
REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
7m3Strip footings19
25MPa/19mm concrete
12m3Bases20
1m3Columns21
40MPa/19mm concrete
101m3Beams22
36NoMaking and testing 150 x 150 x 150mm concrete strength test cube (Provisional)
23
TEST BLOCKS
ROUGH FORMWORK (DEGREE OF ACCURACY II)
164
Foundations (Provisional)Bill No. 1Section 2
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208mEdges, risers, ends and reveals not exceeding 300mm high or wide (Provisional)
24
Rough formwork to sides
34m2Column bases25
Rough formwork to soffits
24m2Vertical sides of columns26
REINFORCEMENT
(CPAP FORMULA WORK GROUP NO. 114)
1.61t8mm Diameter bars 27
Mild steel reinforcement to structural concrete work
5.29t10mm Diameter bars 28
High tensile steel reinforcement to structural concrete work
12.95t12mm Diameter bars29
12.88t16mm Diameter bars 30
MOVEMENT JOINTS, ETC
224m12mm Joints not exceeding 300mm high31
Expansion joints with softboard between vertical concrete surfaces
BRICKWORK
(CPAP FORMULA WORK GROUP NO. 116)
109m2One brick walls32
Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar
545m150mm Wide reinforcement built in horizontally33
Brickwork reinforcement
FACE BRICKWORK
165
Foundations (Provisional)Bill No. 1Section 2
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100m2Extra over brickwork for face brickwork34
External face bricks (Prime Cost Amount R 3 500.00/1000) pointed with flush horizontal and vertical joints
166
Foundations (Provisional)Bill No. 1Section 2
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Foundations (Provisional)
Section 2
Bill No. 1
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
166
165
164
163
162Total Brought Forward from Page No.
167
Foundations (Provisional)Bill No. 1Section 2
Carried Forward to Summary of Section No. 2 R
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AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 2
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 110 for CPAP formula purposes
CONCRETE, FORMWORK AND REINFORCEMENT
SUPPLEMENTARY PREAMBLES
The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the Principal Agent. The testing shall be undertaken by an independent firm or institution nominated by the contractor to the approval of the Principal Agent. (Test cubes are measured separately)
Cost of tests
Description of formwork shall be deemed to include use and waste only (except where described as "left in" or "permanent"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use
Formwork
The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself.
Formworks to soffits of solid etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described
168
Concrete, Formwork and ReinforcementBill No. 2Section 2
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Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in "Earthworks"
UNREINFORCED CONCRETE
2m3Steps, urinal steps, cupboard platforms, etc1
25MPa/19mm concrete
REINFORCED CONCRETE
1m3Vanity slabs, cupboard slabs, cover slabs, etc2
25MPa/19mm concrete
185m3Surface beds on waterproofing3
30MPa/19mm concrete
41m3Ramps, Aprons, etc4
15m3Roof slab5
20m3Roof beams and inverted beams6
2m3Walls7
7m3Isolated beams8
3m3Concrete benches/planter9
6m3Columns10
40MPa/19mm concrete
20NoMaking and testing 150 x 150 x 150mm concrete strength test cube (Provisional)
11
TEST BLOCKS
CONCRETE SUNDRIES
169
Concrete, Formwork and ReinforcementBill No. 2Section 2
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19m2Vanity slabs, cupboard slabs, cover slabs, etc12
Finishing top surfaces of concrete smooth with a steel trowel including rounding edges to form a bullnose finish
410m2Ramps, slabs, etc to falls13
Finishing top surfaces of concrete smooth with a wood float
SMOOTH FORMWORK (DEGREE OF ACCURACY II)
(CPAP FORMULA WORK GROUP NO. 111)
19m2Vanity slabs, cupboard slabs, cover slabs, etc. propped up not exceeding 1500mm high
14
Smooth formwork to
12mEdges, risers, ends and reveals not exceeding 300mm high
15
Smooth formwork to sides
ROUGH FORMWORK (DEGREE OF ACCURACY II)
219mEdges, risers, ends and reveals not exceeding 300mm high or wide (Provisional)
16
Rough formwork to sides
90m2Slabs propped up exceeding 3,5m and not exceeding 5,0m high
17
Rough formwork to soffits
20m2Vertical sides of walls18
66m2Sides and soffit of isolated beams19
217m2Vertical sides and soffit of beams20
16m2Sides of concrete benches/planter21
34m2Vertical sides of circular columns22
Smooth formwork to
170
Concrete, Formwork and ReinforcementBill No. 2Section 2
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MOVEMENT JOINTS ETC
563mNot exceeding 300mm wide23
Slip joint formed of two layers 375micron embossed damp proof courses between horizontal concrete and brick surfaces including cement mortar bed
1,052m10mm Joints not exceeding 300mm high24
Expansion joints with closed cell expanded polystirene joint filler between vertical concrete surfaces
629m10mm Joints not exceeding 300mm high25
Expansion joints with closed cell expanded polystirene joint filler between vertical concrete and/or brick surfaces
892m3 x 30mm Saw cut joints in two operations in top of concrete
26
Saw cut joints
REINFORCEMENT (PROVISIONAL)
(CPAP FORMULA WORK GROUP NO. 114)
1.10t8mm Diameter bars 27
Mild steel reinforcement to structural concrete work
1.48t20mm Diameter bars 28
High tensile steel reinforcement to structural concrete work
1.84t16mm Diameter bars 29
2.21t12mm Diameter bars30
0.74t10mm Diameter bars 31
1,235m2Type 395 fabric reinforcement in concrete surface beds, slabs, etc
32
Fabric reinforcement
222m2Type 193 fabric reinforcement in concrete surface beds, slabs, etc
33
171
Concrete, Formwork and ReinforcementBill No. 2Section 2
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Concrete, Formwork and Reinforcement
Section 2
Bill No. 2
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
171
170
169
168Total Brought Forward from Page No.
172
Concrete, Formwork and ReinforcementBill No. 2Section 2
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Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 3
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 116 for CPAP formula purposes
MASONRY
SUPPLEMENTARY PREAMBLES
BRICKWORK
Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick
Sizes in descriptions
Bricks shall be ordered timeously to obtain uniformity in size and colour
Face bricks
Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc.
Pointing
SUPERSTRUCTURE
501m2Half brick walls1
Brickwork of NFP bricks in class II mortar
72m2One brick walls in beamfilling2
725m2One brick walls3
532m2280mm cavity wall4
196m2345mm brick walls5
BRICKWORK SUNDRIES
173
MasonryBill No. 3Section 2
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Bela Bela LDSD Offices
2,315m75mm Wide reinforcement built in horizontally6
Brickwork reinforcement
5,722m150mm Wide reinforcement built in horizontally7
1,197m225mm Wide reinforcement built in horizontally8
64m110 x 75mm Lintels in lengths not exceeding 3m9
Prestressed fabricated lintels
113m110 x 75mm Lintels in lengths exceeding 4.5m and not exceeding 6,0m
10
236m230 x 75mm Lintels in lengths not exceeding 3m11
20m330 x 75mm Lintels in lengths exceeding 4.5m and not exceeding 6,0m
12
233No30 x 1,6mm Roof tie 1,5m long with one end fixed to timber and other end built into brickwork
13
Galvanised hoop iron cramps, ties, etc
FACE BRICKWORK
1,273m2Extra over brickwork for face brickwork14
External face bricks (Prime Cost Amount R 5 000.00/1000) pointed with flush horizontal and vertical joints
WINDOW SILLS
330m180mm Wide sill set sloping and slightly projecting15
Brick-on-edge header course copings, sills, etc with wood float plaster pointed with flush joints on all exposed faces
174
MasonryBill No. 3Section 2
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Masonry
Section 2
Bill No. 3
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
174
173Total Brought Forward from Page No.
175
MasonryBill No. 3Section 2
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AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 4
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 120 for CPAP formula purposes
WATERPROOFING
DAMP-PROOFING OF WALLS AND FLOORS
32m2In walls1
One layer of 375 micron "Consol Plastics Brikgrip DPC" embossed damp proof course
1,247m2Under surface beds2
One layer of 250 micron "Consol Plastics Gunplas USB Green" waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape"
JOINT SEALANTS, ETC
1,000m5 x 40mm In saw cut joints in floors3
"Denbraven LM15" polysulphide sealing compound including backing cord, bond breaker, primer, etc
176
WaterproofingBill No. 4Section 2
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AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 5
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 124 for CPAP formula purposes
ROOF COVERINGS ETC
Where roof coverings are fixed on top of rigid board insulation to purlins, etc. descriptions of roof coverings are to include therefor.
PROFILED METAL SHEETING AND ACCESSORIES
1,174m2Roof covering with pitch not exceeding 25 degrees1
0,6mm "Kliplok" roof sheeting or equally approved, on timber purlins in strict accordance to manufacturer's specification on timber roof structure and structural engineer's detail
318mFlashing to edges of sheeting and sides of parapet2
375m2Roof covering with pitch not exceeding 25 degrees3
0,6mm "Kliplok" roof sheeting or equally approved, on steel purlins in strict accordance to manufacturer's specification on timber roof structure and structural engineer's detail
62mFlashing to edges of sheeting and sides of parapet4
ROOF AND WALL INSULATION
"Sisalation FR430" fire retardant aluminium foil insulation
1,550m2
Insulation laid taut over rafters (at approximately 1 200mm centres) and fixed concurrent with battens, purlins, etc
5
"Sisalation 410" housing grade glass fibre reinforced aluminium foil bonded insulation
177
Roof Coverings, etcBill No. 5Section 2
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SECTION 2
BILL NO. 6
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No.126 for CPAP formula purposes
CARPENTRY AND JOINERY
SUPPLEMENTARY PREAMBLES
Particle board shall comply with the following specifications:
a) SABS 1300 Particle board: exterior and flooring type
b) SABS 1301 Particle board: interior type
Particle board:
Descriptions of frames shall be deemed to include frames, transoms, mullions, rails, etc
Joinery:
Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes
Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete
Fixing
Laminate finish shall be glued under pressure. Edge strips shall be butt jointed at junctions with adjacent similar finish
Decorative laminate finish:
ROOFS, ETC
178
Carpentry and JoineryBill No. 6Section 2
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The following is applicable in respect of roof trusses:
Trusses are at maximum 1,04m centres
Roof covering is galvanised IBR roof sheeting on 50 x 75mm purlins at 1,2m maximum centres.
Ceilings are generally 6,4mm gypsum plasterboard on 38 x 38mm brandering.
All timber to be sawn softwood in accordance with V4 or M4 as defined in SABS 563 or SABS 1245.
Metal connector plates shall have a minimum yield strength of 228 MPa and a minimum ultimate tensile strength of 330 Mpa with hot-dip galvanised finish.
All joints to be close fitted butt joints.
Trusses shall be designed by a registered supplier of prefabricated trusses who shall issue an Engineers Certificate upon completion of the installation. The dimensions in the descriptions of the trusses are nominal and actual measurements are to be obtained onsite before design or fabricaton commences.
Plate nailed timber roof truss construction
167m38 x 114mm Wall plates1
Sawn softwood
2No
Design, manufacture and deliver on site, plate nailed roof truss construction to Office building, size 36 780 x 11 110mm overall on plan consisting of thirty six double pitched trusses, each truss 11 110 x 2 050mm high overall with 800 and 1000mm eaves overhang projecting both sides respectively, including all necessary purlins, runners, bracing and cross bracing (wall plates elsewhere)
2
1No
Design, manufacture and deliver on site, plate nailed roof truss construction to guard house, size 4 690 x 2 830mm overall on plan consisting of six mono pitched trusses, each truss 2 830 x 1 450mm high overall with 600mm eaves overhang projecting both sides respectively, including all necessary purlins, runners, bracing and cross bracing (wall plates elsewhere)
3
179
Carpentry and JoineryBill No. 6Section 2
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24m2
Take delivery, temporary store, hoist in position and erect plate nailed timber roof trusses, purlins, gangboarding, temporary and permanent bracing, etc (measured on slope of roof)
4
6m2Two coats creosote on sawn timbers5
Sundries
EAVES , VERGES , ETC
20m12 x 225mm Fascias and barge boards including galvanised steel H-profile jointing strips
6
"Everite Flexit" pressed nutec-cement
SKIRTINGS
16m19 x 76mm Skirting including 19mm quadrant bead nailed
7
Wrought meranti
DOORS ETC
26No40 mm door size, 813 x 2400mm high8
Interior grade flush semi solid core timber single door with 3mm thick commercial ply on both sides with consolidated edges fitted and complying with SABS 545
1No40 mm door size, 1500 x 2400mm high9
2No40 mm door size, 900 x 2400mm high10
5No40mm door size, 813 x 2400 mm high with aluminium door grill as per drawing 703 rev A
11
6No
40 mm door size, 813 x 2400mm high including kick plate as per drawing number 703 rev A
12
4No
40 mm door size, 900 x 2400mm high including kick plate and vertical grab rail as per drawing number 703 rev A
13
180
Carpentry and JoineryBill No. 6Section 2
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Bela Bela LDSD Offices
3No
Lotus Amoretti Michaelangelo collection 40mm thick horizontal 813 meranti door with horizontal slats, size 813 x 2032mm high
14
PANEL DOORS
1NoAcoustic panel door size, 8675 x 3230 mm high15
Acoustic panel door to supplier specification
181
Carpentry and JoineryBill No. 6Section 2
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Carpentry and Joinery
Section 2
Bill No. 6
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
181
180
179
178Total Brought Forward from Page No.
182
Carpentry and JoineryBill No. 6Section 2
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AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 7
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 129 for CPAP formula purposes
CEILINGS, PARTITIONS AND ACCESS FLOORING
SUPPLEMENTARY PREAMBLES
Items described as "nailed" shall be deemed to be fixed with hardened steel nails or pins or shot pinned to brickwork or concrete
Descriptions:
Items described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres, and where described as "bolted" the bolts have been given elsewhere
CEILINGS ETC
962m275mm Insulation closely fitted and laid on top of brandering between roof timbers etc
1
"Aerolite" insulation
CEILINGS
54m2
9.5mm Rhino Plasterboard tapered edged ceiling boards secured to a DONN Suspended hidden T-Steel Grid suspended from concrete slab with 25 x 25 metal angle hangers all as per manufacturers requirements. Boards installed with printed side up and all joints to be taped with Rhino tape and scimmed with Rhinolite or cretestone plaster all in accordance with manufacturers instruction to ensure a smooth unblemished ceiling surface edged with a prepainted shadowline cornice.
2
Ceiling Type A
183
Ceilings, Partitions and Access FlooringBill No. 7Section 2
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43m2
GYPREX FISSURED 600 x 600 x 12.5mm thick LAYIN Ceiling tiles on a DONN EXPOSED GRID (T38) with cappings of prepainted Aluminium Grid Suspended from concrete or trusses with metal hangers all as per manufacturers requirements. Ceiling edged with a prepainted shadowline cornice
3
Ceiling Type B
184m2
OWA SANDILE 600 x 600 x 15mm thick LAYIN Ceiling tiles on a DONN EXPOSED GRID (T38) Main tees and T25 cross tees with cappings of prepainted Aluminium Grid Suspended from concrete or trusses with metal hangers all as per manufacturers requirements. Ceiling edged with a prepainted shadowline cornice
4
Ceiling Type C
771m2
OWA SANDILE 1200 x 600 x 15mm thick LAYIN Ceiling tiles on a DONN EXPOSED GRID (T38) Main tees and T25 cross tees with cappings of prepainted Aluminium Grid Suspended from concrete or trusses with metal hangers all as per manufacturers requirements. Ceiling edged with a prepainted shadowline cornice
5
Ceiling Type D
13m2
16mm thick particle board/chipboard ceiling with plum tree finish laid in 800 x 1600mm Grid system as per detail
6
Ceiling Type G
4No
Extra over ceiling for 650 x 650mm trap door of 38 x 50mm wrought softwood rebated framing with one 38 x 50mm sawn softwood cross brander covered with ceiling board and fitted flush in opening
7
54m75mm Coved cornices 8
"Rhino" gypsum plasterboard cornices
184
Ceilings, Partitions and Access FlooringBill No. 7Section 2
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Ceilings, Partitions and Access Flooring
Section 2
Bill No. 7
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
184
183Total Brought Forward from Page No.
185
Ceilings, Partitions and Access FlooringBill No. 7Section 2
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AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 8
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 132 for CPAP formula purposes
IRONMONGERY
SUPPLEMENTARY PREAMBLES
Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelled AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD SandedNP Nickle plated
Finishes to ironmongery
50No200mm Brass barrel bolt with keep fixed to metal1
HINGES, BOLTS, ETC.
50No"8052-150" Nickle plated flush bolt with keep fixed to metal
2
"Union"
14No"CZ80941SC" WC indicator bolt with keep fixed to metal3
LOCKS
186
IronmongeryBill No. 8Section 2
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Bela Bela LDSD Offices
37No"CZ682-24/2247-78" or other similar and approved four lever lockset with striking plate fixed to metal or timber
4
"Union"
13No
"952/2L" or other equal and approved two lever lockset with chrome plated finish with striking plate fixed to metal
5
"Mazac Tarpon"
36No
66mm five pin Euro-profile knob cylinder master keyed. Code DKC106601 MK. Satin Nickel finish
6
"Dorma"
15.0PairsDCE-105 S.S Stainless steel narrow stile cylinder escutcheon
7
HANDLES
50No32 x 515mm Stainless steel "D" straight back-to-back pull handles
8
"Dorma"
PUSH PLATES AND KICKING PLATES
DOOR CLOSERS
31No"TS83DC BC/BC/EN2-6" door closer with bracket fixed to metal
9
"Dorma"
11No60 x 3mm Thick perspex plate with two 40mm high engraved and painted numerals
10
LETTERS, NAMEPLATES, ETC
3No"DSS-145 FHR" 150 x 150mm stailess steel plate with fire hose reel symbol
11
"Dormakaba"
2No
"DSS-130 M" 150 x 150mm stailess steel plate with male symbol
12
187
IronmongeryBill No. 8Section 2
Carried to Collection R
-
Bela Bela LDSD Offices
2No"DSS-131 F" 150 x 150mm stailess steel plate with female symbol
13
2No"DSS-133 P" 150 x 150mm Stainless steel plate with paraplegic symbol
14
1No
"DSS-136 el" 150 x 150mm Stainless steel plate with ELECTRICAL symbol
15
2No"IFSBO" Illuminated fire escape signage16
1No"DSS-130M"150 x 150mm Baby change sign17
14No
Stainless steel toilet roll holders, size 304 x 156 x 140.7mm deep for 2 rolls maximum 108mm diameter with spindle system and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws..
18
"BATHROOM FITTINGS"
14No
Stainless steel sanitary towel disposal bins, size 304 x 205 x 134mm deep with capacity of 6 litres, plugged andscrewed to the wall with stainless steel screws
19
51No
Stainless steel recessed waste disposal bins, size 396 x 270 x 520mm high with capacity of 45 litres and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws or equal approved
20
14No
Stainless steel paper towel dispenser, size 300 x 270 x 340mm high with capacity of 300-400 towels and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws or equal approved
21
9No
Stainless steel soap dispensers, size 304 x 100 x 134mm deep with a replaceable and refillable 1 litre container and cylinder lock with standard key, plugged and screwed to the wall with stainless steel screws or equal approved
22
6No
Stainless steel Automatic hands free hand dryer, size 284 x 202 x 248mm deep with 2 vandal proof lock screws and key wrench, plugged and screwed to the wall with stainless steel screws, 200 W Motor connected to 230/240 volt power supply, with 5 year warranty
23
188
IronmongeryBill No. 8Section 2
Carried to Collection R
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Bela Bela LDSD Offices
2No
32mm stainless steel rear grab rail, in satin finish complete with SS fixing screws and plastic wall plugs. Installed as per manufacturer's instructions to latest standards
24
"Chairman Industries"
2No
32mm stainless steel 300x300x300 right hand side grab rail, in satin finish complete with SS fixing screws and plastic wall plugs. Installed to latest SABS standards
25
SUNDRIES
51NoNickel plated floor mounted door stop. Code DDS-NP-018
26
'Dormakaba'
10NoHat and coat hook with rubber buffer. Code DHC-SS-031B
27
15NoStainless steel dust proof strike. Code DPS-SS-03228
10NoStainless steel adjustable roller bolt. Code DBC-SS-02229
8No'DDH-SS-020' Stainless steel wall buffer30
8NoBBBO Barrel/Necked bolt with keep fixed to metal31
3.0PairsFBDM Flush bolts32
52No"BFBDM" Built-in flush bolts33
3No"37651 AS" WC helping hand indicator bolt for the paraplegic with keep fixed to metal
34
"Dormakaba"
189
IronmongeryBill No. 8Section 2
Carried to Collection R
-
Ironmongery
Section 2
Bill No. 8
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
189
188
187
186Total Brought Forward from Page No.
190
IronmongeryBill No. 8Section 2
Carried Forward to Summary of Section No. 2 R
-
AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 9
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 136 for CPAP formula purposes
METALWORK
SUPPLEMENTARY PREAMBLES
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions
Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete
Metalwork described as"holed for bolt(s)" shall be deemed to exclude the bolts unless otherwise described
PRESSED STEEL DOOR FRAMES
17NoFrame for door 813 x 2 032mm high1
1,2mm Double rebated frames suitable for half brick walls
23NoFrame for door 813 x 2 400mm high2
1,2mm Double rebated frames suitable for one brick walls
6NoFrame for door 900 x 2 400mm high3
1NoFrame for double door 1 500 x 2 400mm high4
ALUMINIUM WINDOWS, DOORS, ETC
191
MetalworkBill No. 9Section 2
Carried to Collection R
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Bela Bela LDSD Offices
3NoPurpose made door size 1500 x 2400mm high as per D01 in drawing number 703-rev A
5
Bronze anodised swing doors with subframes, and ironmongery complete with double clear safety "GSA SMARTGLASS CLEARVUE GLASS, glazed in accordance with NBF N Schedule 1 and SABS 0137, sealing, etc and fixing to brickwork or concrete
3NoPurpose made door size 1500 x 2400mm high as per D02 in drawing number 703-rev A
6
3No
Purpose made door size 1200 x 2400mm high as per D08 in drawing number 703-rev A
7
16NoPurpose made aluminium window, 600 x 900mm high8
Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with subframes, ironmongery, 8.76mm laminated obscured safety glass in all panels below 900mm height from first floor level and 6.38mm thick obscured glass in other panels, sealing, etc and fixing to brickwork or concrete
1NoPurpose made aluminium window, 900 x 1200 mm high9
49NoPurpose made aluminium window, 900 x 1200 mm high10
Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with subframes, ironmongery, 8.76mm laminated safety glass in all panels below 900mm height from first floor level and6.38mm thick glass in other panels, sealing, etc and fixing to brickwork or concrete
1NoPurpose made aluminium window, 2885 x 2700mm high
11
Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with subframes, ironmongery, Low- E glass with ATC30 CH SR HPR (Charcoal) window film with 33% visible light transmission,36% Total solar energy-rejection,22% IR energy rejection,29% Selection IR rejection,>99% Utravio-let protection,63% Glare rejection, 6% visible light reflection, sealing, etc and fixing to brickwork or concrete
192
MetalworkBill No. 9Section 2
Carried to Collection R
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Bela Bela LDSD Offices
1NoPurpose made aluminium window, 7785 x 3060mm high
12
1NoPurpose made aluminium window, 6110 x 3060mm high
13
2NoPurpose made aluminium window, 4300 x 2710mm high
14
1No
Purpose made aluminium window, 1590 x 2350mm high
15
1No
Purpose made aluminium window, 2760 x 2700mm high
16
1No
Purpose made aluminium window, 2780 x 1560mm high
17
2No
Purpose made aluminium window, 1200 x 1560mm high
18
1No
Purpose made aluminium window, 2185 x 2400mm high
19
1No
Purpose made aluminium window, 5000 x 2400mm high
20
1No
Purpose made aluminium window, 8000 x 2700mm high
21
1No
Purpose made aluminium window, 10933 x 2720mm high
22
193
MetalworkBill No. 9Section 2
Carried to Collection R
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Bela Bela LDSD Offices
7No
Purpose made aluminium window, 2700 x 2400mm high
23
Bronze anodised standard fixed windows with openable end panels manufactured according to the requirements of AAAMSA complete with Double Safety Glass complying with SANS 1263 part 1, 2 or 3 with manufacturer's name permanently marked on each sheet visible after glazing in accordance with NBR N schedule 1 and SABS 0137 including all necessary ironmongery (All in accordance with Architect's design)
1No
Purpose made aluminium window, 3000 x 2400mm high
24
1NoPurpose made aluminium window, 3505 x 2700mm high
25
1No
Purpose made aluminium window, 1595 x 2400 mm high
26
1No
Purpose made aluminium window, 2000 x 2230mm high
27
1NoPurpose made window size, 8048 x 750 mm high28
Purpose made fully glazed aluminium window with openable end panel manufactured to minimum requirements of AAAMSA complete, with one way view laminated glass complying with SANS 1263 part 1, 2 or 3 with manufacturer's name permanently marked on each sheet visible after glazing in accordance with NBR N schedule 1 and SABS 0137
1NoPurpose made window size, 5935 x 961mm high29
1NoPurpose made window size, 8475 x 1645mm high30
1NoPurpose made window size, 7785 x 1424 mm high31
3NoPurpose made window size, 4300 x 1275 mm high32
194
MetalworkBill No. 9Section 2
Carried to Collection R
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Bela Bela LDSD Offices
STRONG ROOM
2NoStrong room door size, 870 x 1970mm high33
SABS Category 2 strongroom door and frame complete with chrome finished furniture, overal frame size of 1030 x 2010mm
1No75 x 1mm powder coated steel slats, perforated with 2mm holes complete with frame and locking system
34
SLATTED STEEL DOOR
BALUSTRADES, ETC
50m
Horizontal balustrades 1000mm high of 75mm diameter continuous top and bottom rails and 50mm diameter galvanised stanchions at average 500mm centres, bolted to concrete including bolts.
35
"Galvanised" welded and bolted patent balustrades to stairs, balconies, etc including bends and ends
ALUMINIUM LOUVRE GRILLS
1NoLouvre grill size, 2100 x 2125mm high36
Purpose made steel frame louvre constructed out of 50 x 50 x2.5mm SHS mild steel tubing frame work. "TROX AGS or equal approved natural anodised aluminium louvre grill as per engineer's specification fixed to inside of mild steel frame
195
MetalworkBill No. 9Section 2
Carried to Collection R
-
Metalwork
Section 2
Bill No. 9
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
195
194
193
192
191Total Brought Forward from Page No.
196
MetalworkBill No. 9Section 2
Carried Forward to Summary of Section No. 2 R
-
AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
BILL NO. 10
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 134 for CPAP formula purposes
STRUCTURAL STEEL (PROVISIONAL)
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions
Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete
Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete
Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete. Where anchor bolts are described as embedded in sides or soffits of concrete it shall be deemed to include holes through formwork.
Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete
STEEL COLUMNS AND BEAMS
0.10t120 x 120 x 4mm SHS columns1
Welded beams in single lengths with flat section bearer and connection plates bolted to concrete columns
0.60t152 x 4.0mm circular hollow columns2
0.30t200 x 150 x 4.0mm rectangular hollow section columns3
0.75tIPE 180 Beam4
0.40t60 x 60 x 6mm knee bracing5
197
Structural steelworkBill No. 10Section 2
Carried to Collection R
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Bela Bela LDSD Offices
0.95t70 x 70 x 6mm horizontal angle section bracing6
0.03t114mm diameter x 3mm thick CHS bracing connected to rafter
7
0.05tRound sag rods with threaded ends8
70No425 x 140 x 6mm thick plate at intersection of bracing including holes and 4No M16 Grade 8.8 bolts
9
70No
450 x 250 x 6mm thick plate welded to steel rafter including holes and bolts sizes 4No M20 Grade 8.8 bolts and 4NO M16 Grade 8.8 bolts
10
50No394 x 150 x 6mm thick plate welded to 114 diameter bracing including holes and 2No M20 Grade 8.8 bolts
11
200NoM16 bolts grade 8.812
Bolts to columns, beams, etc
120NoM20 bolts grade 8.813
50No
M16 bolts using 16mm Hilti HST stud anchors 200mm long with domed nut and washer including mortice in concrete
14
STEEL TRUSSES ETC
2.37tTruss member, 100 x 100 x 8mm angle section top chord
15
Design, supply, fabricate and erect "MITEK" or equalapproved engineered light weight "ULTRA-SPAN" steel trusses, designed by professional and erected by licensed and approved fabricator and erector
2.12tTruss member, 90 x 90 x 8mm angle section bottom chord
16
1.27tTruss member, 60 x 60 x 6mm angle section diagonal17
0.86tTruss member, 70 x 70 x 6mm angle section vertical18
8.70tTruss member, IPE 180 Eaves beam19
0.46t100 x 100 x 3.0mm square hollow section20
Steel members to roof canopy
198
Structural steelworkBill No. 10Section 2
Carried to Collection R
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Bela Bela LDSD Offices
0.05t30 x 30 x 3mm angle section21
0.22tIPE-AA 200 support beam22
0.86tTruss member, 70 x 70 x 6mm angle section vertical23
8.70tTruss member, IPE 180 Eaves beam24
0.45t50 x 50 x 3mm angle section along roof25
0.10tM20 high tensile stainless steel rods26
HOT DIPPED GALVANISED PURLINS, GRITS, BRACING, ETC
0.30t75 x 50 x 20 x 2.0mm lipped channel purlin27
Purlins, etc, welded and bolted on including cutting, holing, bolting, etc
1.20t150 x 75 x 20 x 2.5mm lipped channel purlin28
18.00t150 x 50 x 20 x 3.0mm lipped channel purlin29
199
Structural steelworkBill No. 10Section 2
Carried to Collection R
-
Structural steelwork
Section 2
Bill No. 10
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
199
198
197Total Brought Forward from Page No.
200
Structural steelworkBill No. 10Section 2
Carried Forward to Summary of Section No. 2 R
-
AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 11
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 142 for CPAP formula purposes.
PLASTERING
SCREEDS
1,237m235mm Thick on floors and landings1
1:4 Cement plaster screeds wood floated on concrete
INTERNAL PLASTER
3,602m2On walls2
Cement plaster on brickwork
104m2On narrow widths3
114m2Soffit of Slab 4
44m2Concrete walls5
320m2Sides and soffit of beams 6
76m2Sides of circular columns7
EXTERNAL PLASTER
1,345m2On walls8
Cement plaster on brickwork and marmoran finish according to manufacturer's instruction
38m2On narrow widths9
201
PlasteringBill No. 11Section 2
Carried to Collection R
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Bela Bela LDSD Offices
147m3 x 32mm Flat section brass dividing strips between different floor finishes
10
CORNER PROTECTORS, DIVIDING STRIPS, ETC
202
PlasteringBill No. 11Section 2
Carried to Collection R
-
Plastering
Section 2
Bill No. 11
AmountPageNo
COLLECTION
Bela Bela LDSD Offices
202
201Total Brought Forward from Page No.
203
PlasteringBill No. 11Section 2
Carried Forward to Summary of Section No. 2 R
-
AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 12
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 144 for CPAP formula purposes.
TILING
SUPPLEMENTARY PREAMBLES
Unless described as "fixed with adhesive to plaster (plaster elsewhere)" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding
Descriptions
WALL TILING
266m2On walls1
200 x 200 x 6mm "Cercisa Tinte Unite" White glazed ceramic tiles fixed with adhesive to plaster (plaster elsewhere)
FLOOR TILING
1,238m2On floors and landings2
300 x 300mm x 8mm Porcelain tiles (PC Amount R130.00/m2) fixed with adhesive to bedding (bedding elsewhere) and flush pointed with tinted waterproof jointing compound
1,135mSkirting 150mm high3
204
TilingBill No. 12Section 2
Carried Forward to Summary of Section No. 2 R
-
AmountItemNo
Quantity Rate
Bela Bela LDSD Offices
SECTION 2
BILL NO. 13
NOTE :Unless otherwise stated herein, all items in this bill shall be deemed to fall into Work Group No. 146 for CPAP formula purposes.
PLUMBING AND DRAINAGE (PROVISIONAL)
SUPPLEMENTARY PREAMBLES
Soil, waste and vent pipes and fittings shall be solvent weld jointed
uPVC pipes and fittings:
Pipes for water supply shall be of the class stated
uPVC pressure pipes and fittings:
Pipes of 40mm diameter and smaller shall be plain ended with solvent welded uPVC loose sockets and fittings
Pipes of 50mm diameter and greater shall have sockets and spigots with push in type integral rubber ring joints. Bends shall be uPVC and all other fittings shall be cast iron, all with similar push-in type joints
Pipes shall be hard drawn and half-hard pipes of the class stated. Class 0 (thin walled hard drawn) pipes shall not be bent. Class 1 (thin walled half-hard), class 2 (half-hard) and class 3 (heavy walled half-hard) pipes shall only be bent with benders with inner and outer formers. Fittings to copper waste, vent and anti-syphon pipes, capillary solder fittings and compression fittings shall be "Cobra Watertech" type. Capillary solder fittingsshall comply with ISO 2016. Only compression fittings shall be used in walls or in ground
Copper pipes:
205
Plumbing and Drainage (Provisional)Bill No. 13Section 2
Carried to Collection R
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Bela Bela LDSD Offices
Unless specifically otherwise stated, descriptions of pipes shall be deemed to include fixing to walls etc, casting in, building in or suspending not exceeding 1m below suspension level
Fixing of pipes
Where fittings have reducing ends or branches they are described as "reducing". In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. Should the contractor wish to use other fittings and bushes or reducers he may do so on the understanding that no claim in this regard will be entertained. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained
Reduc