PAGE NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION NO. 1
BILL NO. 1
PRELIMINARIES
NOTES
i)
The Agreement is to be the form of offer and acceptance (agreement) C1.1 of bid document
and JBCC Series 2000 Principal Building Agreement, Edition 5.0m July 2007, including
Contract Data EC and EC an all other JBCC support documentation that together from the
contract between the Employer and Contractor
ii)
The Preliminaries are to be the Association of South African Quantity Surveyors (ASAQS)
Preliminaries, November 2007 as amended for use with the JBCC Principal Building
Agreement and shall be deemed to be incorporated herein
iii)
The Tenderer is deemed to have referred to these documents for the full intent and meaning
of each clause. These clauses are referred to by number and heading only
iv)
Where standard clauses or options are not applicable to this contract such modifications, or
corrections as, are necessary are given under each relevant clause
v)
Where any items are not relevant to this specific Agreement such items are marked NOT
APPLICABLE in the amount columns (N/A)
vi)
Option A as set out in clause B10.3.1 hereinafter, is to be used for the adjustment of the
preliminaries. Each item priced is to be allocated to one or more of the three categories,
where "F" denotes fixed amount (amount which shall not be varied), "V" denotes an amount
which shall be varied in proportion to the contract value as compared with the contract sum
and "T" denotes an amount which shall be varied in proportion to the contract period.
vii)
Items not priced in these preliminaries shall be deemed to be included elsewhere and as
priced as such
viii)
Should there be any discrepancy between these Preliminaries and the Agreement, these
Preliminaries shall take precedence
SECTION A : PRINCIPAL BUILDING AGREEMENT
AGREEMENT
DEFINITIONS (A1)
Definitions and interpretation (clause 1)
1 F:........................... V:........................... T:............................... Item
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OBJECTIVE AND PREPARATION (A2 TO A14)
Offer, acceptance and performance obligations (clause 2)
2 F:........................... V:........................... T:............................... Item
Documents (clause 3)
3 F:........................... V:........................... T:............................... Item
Design responsibility (clause 4)
4 F:........................... V:........................... T:............................... Item
Employer's agents (clause 5)
5 F:........................... V:........................... T:............................... Item
Contractor's site representative (clause 6)
6 F:........................... V:........................... T:............................... Item
Occupational Health and Safety Act, 1983
Without limiting the generality of the provisions of clause 7.1 of
the Agreement, the Contractor's attention is drawn to the
provisions of the Construction Regulations, 2007 issued in
terms of the Occupational Health and Safety Act, 1993. The
Contractor is to enter into an agreement with the Employer
shall prepare a documented Health and Safety specification for
the works (refer to part C5 for a copy of the specification) and
to ensure that the has made provision for the cost of health and
afety measures prescribed during the execution of the Works
7 F:........................... V:........................... T:............................... Item
Works risk (clause 8)
8 F:........................... V:........................... T:............................... Item
Indemnities (clause 9)
9 F:........................... V:........................... T:............................... Item
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General insurances (clause 10)
10 F:........................... V:........................... T:............................... Item
Special insurances (clause 11)
11 F:........................... V:........................... T:............................... Item
Effecting insurances (clause 12)
12 F:........................... V:........................... T:............................... Item
Assignment (clause 13)
13 F:........................... V:........................... T:............................... Item
Security (clause 14)
This clause shall be amended as follows:
14.1 The security required shall be as described in the bid
document and shall be in the form of cash, a certified cheque or
bank guarantee from a banking institution registered in terms of
the Banks Act 1990 (Act No 94 of 1990) or from an insurer
registered in terms of the Insurance Act 1943 (Act No 27 of
1943)
14.2 Such selected security shall be provided within fourteen
(14) calendar days of written acceptance of the contractor's
tender.
14.3 For second highest scoring bidder security shall be provided
notification of the contractor's tender.
14.2 No Clause
14.3 The Employer's entitlement to recover expense and loss
in terms of 33.0 shall take precedence over the reducing of the
surety or proportions thereof
14.4.1 A fixed construction guarantee to the value of 10% of the
contract amount shall be applicable
14.5 The parties shall expressly agree that neither the
Employer nor the Contractor shall be entitled to cede the rights
to the surety to any third party and the Employer shall apply the
security strictly according to the provisions of this agreement
14.6 Such selected security shall be provided within fourteen
(14) calendar days of written acceptance of the contractor's
tender
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The employer reserves the right to reject a construction
guarantee if, in the opinion of the employer, the guarantor is
not accredited
14 F:........................... V:........................... T:............................... Item
EXECUTION (A15 TO A23)
Preparation for and execution of the Works (clause 15)
15 F:........................... V:........................... T:............................... Item
Site and access (clause 16)
16 F:........................... V:........................... T:............................... Item
Contract instructions (clause 17)
In addition to the provisions of sub-clause 17.3, contract
instructions are to be recorded in triplicate in a contract
instruction book, which is to be supplied and maintained on
site by the Contractor
17 F:........................... V:........................... T:............................... Item
Setting out of the Works (clause 18)
The Contractor shall notify the Principal Agent if any
encroachments of adjoining foundations, buildings, structures,
pavements, boundaries, etc. exist in order to make the
necessary arrangements for the rectification of any such
encroachments
18 F:........................... V:........................... T:............................... Item
Temporary works and plant (clause 19)
19 F:........................... V:........................... T:............................... Item
Nominated Subcontractors (clause 20)
In addition to the provisions of sub-clause 20.1.2, the
Contractor shall, at any time on being requested to do so by the
Principal Agent, furnish a copy of the JBCC Nominated
Subcontract Agreement to the Employer, within five (5) working
days of such request
20 F:........................... V:........................... T:............................... Item
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Selected Subcontractors (clause 21)
In addition to the provisions of sub-clause 21.1.3, the
Contractor shall, at any time on being requested to do so by the
Principal Agent, furnish a copy of the JBCC Selected
Subcontractor Agreement to the Employer, within five (5)
working days of such request.
21 F:........................... V:........................... T:............................... Item
Employer's Direct Contractors (clause 22)
22 F:........................... V:........................... T:............................... Item
Contractor's Domestic Subcontractors (clause 23)
In addition to the provisions of sub-clause 23.1, the Contractor
shall, at any time on being requested to do so by the Principal
Agent, furnish a copy of the Domestic Subcontract Agreement
of the Employer, within five (5) working days of such request
23 F:........................... V:........................... T:............................... Item
COMPLETION (A24 TO A30)
Practical Completion (clause 24)
24 F:........................... V:........................... T:............................... Item
Work completion (clause 25)
25 F:........................... V:........................... T:............................... Item
Final completion (clause 26)
26 F:........................... V:........................... T:............................... Item
Latent defects liability period (clause 27)
27 F:........................... V:........................... T:............................... Item
Sectional completion (clause 28)
28 F:........................... V:........................... T:............................... Item
Revision of date for practical completion (clause 29)
29 F:........................... V:........................... T:............................... Item
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Penalty for late or non-completion (clause 30)
30 F:........................... V:........................... T:............................... Item
PAYMENT (A31 TO A35)
Interim payment (clause 31)
This clause amended to read that payment will be made by the
employer within thirty (30) days from date of receipt of a correct
Invoice by the EMM finance department
31 F:........................... V:........................... T:............................... Item
Clause 31 shall be deemed to be amended and extended as
follows:
31.6 Not withstanding the provisions of Clause 31.6 or any
other clause, material and goods stored off site shall not be
included in the amount authorized for payment unless
specifically authorized by the Employer
31.17 Retention Fund
31.17.1 The Employer shall withhold from the Contractor
retention of 10% up to a maximum amount of 5% of the contract amount
of all payments made before the issuing of the certificate of
practical completion. No interest is to be paid to the Contractor
on the retention. The retention fund shall be held by the
Employer as a guarantee to the Employer for the completion
of the contract.
31.17.2 Fifty percent (50%) of the retention fund shall be
released to the Contractor on the issuing of the certificate of
practical completion, and the remainder on the issuing of final
completion on certificate and acceptance of the final account..
Adjustment of the contract value (clause 32)
32 F:........................... V:........................... T:............................... Item
Recovery of expense and lose (clause 33)
33 F:........................... V:........................... T:............................... Item
Final account and final payment (clause 34)
34 F:........................... V:........................... T:............................... Item
Payment to other parties (clause 35)
35 F:........................... V:........................... T:............................... Item
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TERMINATION (A35 TO A39)
Termination by Employer - Contractor's default (clause 36)
36 F:........................... V:........................... T:............................... Item
Termination by Employer - loss and damages (clause 37)
37 F:........................... V:........................... T:............................... Item
Termination by Contractor - Employer's default (clause 39)
38 F:........................... V:........................... T:............................... Item
Termination - cession of the Works (clause 39)
39 F:........................... V:........................... T:............................... Item
CONTRACT AGREEMENT (A41)
POST TENDER PROVISION
Post tender provisions (clause 41)
40 F:........................... V:........................... T:............................... Item
41.1 Information provided
Clause applicable
41.2 Contract data
Clause applicable
41.3 Dispute resolution body
Clause applicable
41.4 Payment guarantee
Clause not applicable, employer shall not provide
payment guarantee
41.5 Building industry holiday
Clause applicable
41.6 Further provision
Clause applicable
CONTRACT DATA CE
1 Contracting party
Clause applicable
2 Securities
Applicable as amended in accordance with clause 14
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3 Payment and adjustment of preliminaries
3.1 Payment of preliminaries
Option B applicable (clause 3.2.5)
3.2 Adjustment of preliminaries
Option A applicable (clause 3.2.6)
3.2.3 Payment certificate, cash flow
Clause applicable
3.2.4 Contract value adjustment
The contract value shall be adjusted in accordance with
CPAP (3.11)
Base month - MONTH PRIOR TO CLOSING
DATE OF BIDS
The following CPAP be used for contract price adjustment:
The formula that will apply for CPAP adjustment is:
JBCC series 2000 Contract price adjustment
provisions, latest edition
ADJUSTMENT FORMULA
A= 0.85 x V x (Xe/Xo-1)
where
A= adjustment
0.85= a constant which provides for 15% non
adjustable element
V= the work value in such work group and the valuation
period
Xe= the value of the index applicable to such work
group and the valuation period
Xo= the value of the index applicable to such work
group for the base month
4.0 Employer changes to JBCC Standard Documents
4.1 Clause applicable
5.0 Tender
5.1 - 5.8.6 Tender and bid sum to be calculated in
terms of the conditions and offer in the
bid document
Tender shall remain in full legal force
for 120 calendar days
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CONTRACTUAL AGREEMENT (A42)
42.1 Agreement
Clause applicable
42.2 Contracting parties
Employer: EKURHULENI METROPOLITAN MUNICIPALITY
68 Woburn Avenue
Benoni
'1501
Tel (011) 999 6540 Fax (011) 999 7511
42.3 Contract Sum
Clause applicable
42.4 Signature of parties
Clause applicable
CONTRACT DATA EC
1.0 Contracting and other parties
1.1 Employer: Ekurhuleni Metropolitan Municipality
[1.2] 68 Woburn Avenue
Benoni
'1501
1.2 Principal Agent:
As nominated by employer
Clause applicable
1.3-1.8 As nominated by employer
Clause applicable
1.9 Interest of agents
Clause applicable
1.10 Contract data schedule
Clause applicable
2.0 Contract and site information
2.1 The law applicable to the agreement: RSA
2.2 Works identification
2.2.1 The construction of New Elandsfontein/Isando
Fire Station
2.3 Site identification
2.3.1 Erf 161, Planeet Road, Klopperpark,
Germiston
2.4 Possession of the site is to be given within a
period of 21 (Twenty-One) calendar days from acceptance of the
tender and compliance therewith
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2.5 Period for the commencement of the works
after the contractor takes possession of the
site
Within five (5) working days
2.6 Completion of the works sections is required
No
2.7 Waiver of the contractor's lien or right of
continuing possession is required
Yes
2.8 Define restrictions to site areas
Yes. As described in the Bills of Quantities
where applicable.
2.9 Geotechnical investigation of the site
Not applicable
2.10 Existing premises will be occupied
No. As described in the Bills of Quantities
where applicable.
2.11 Provision of temporary services is required
Yes
2.11.1 Water Option A Contractor - his cost
2.11.2 Electricity Option A Contractor - his cost
2.11.3 Telecom Option A Contractor - his cost
2.11.4 Ablutions Option A Contractor - his cost
2.12 Protection of existing trees and shrubs is
required
Yes. As described in the Bills of Quantities
where applicable.
3.0 Insurances and Securities
3.1 Contract works
As outlined in the contract data section
3.2 Supplementary/Special insurance
As outlined in the contract data section
3.3 Public liability insurance
As outlined in the contract data section
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3.4 Support insurance to be effected by the
employer
As outlined in the contract data section
3.5 Special insurance to be effected by [11.1.2-
3, 12.1]
As outlined in the contract data section
4.0 PRACTICAL COMPLETION DATES AND
PENALTIES
4.1 For the works as a whole the completion shall
be as stated in the contract data from the
date of possession of site
The penalty per calendar day
is R10 000,00 (Excluding VAT)
4.2 For the works in sections:
Not applicable
5.0 DOCUMENTS AND GENERAL
5.1 Construction document copies to be
supplied to the contractor free of charge
One (1)
5.2 The priced document may be used as a
specification of material and good and work
methods.
No
5.3 The contractor shall be required to provide
a schedule of rates.
Yes. As described in the Bills of Quantities
where applicable.
5.4 Changes made to JBCC standard
documents.
Yes as listed in the Contract Data
5.5 On acceptance of the tender the priced
document is to be submitted within the
stated working days.
Documents are to be submitted with bid
5.6 Work to be undertaken by direct
contractors (refer to contract data)
Yes
5.7 On achievement of practical completion the
contractor is to hand over manuals etc.
related to the works as listed by principal
agent
5.8 Interim payment certificate to be issued by
25 day of each month
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6.0 CHANGES MADE TO THE STANDARD JBCC
DOCUMENTS
Changes made detailed in the Contract Data
7.0 DECLARATION BY THE PRINCIPAL AGENT
Clause applicable
SECTION B: PRELIMINARIES
DEFINITION AND INTEPRETATION (B1)
Definition and Interpretation (B1.1 to B1.4.6)
41 F:........................... V:........................... T:............................... Item
DOCUMENTS (B2)
Checking of documents (B2.1)
42 F:........................... V:........................... T:............................... Item
Provisional bills of quantities (B2.2)
See Schedule of Variables (B12)
43 F:........................... V:........................... T:............................... Item
Availability of construction documentation (B2.3)
See Schedule of Variables (B12)
44 F:........................... V:........................... T:............................... Item
Interest of agents (B2.4)
See Schedule of Variables (B12)
45 F:........................... V:........................... T:............................... Item
Priced documents (B2.5)
Price documents to be submitted with all bid documents issued
Notwithstanding the provisions of this clause, the contractor
shall deposit/submit the priced documents within the time as
stated in 5.5 of the Data EC
Rates (items)
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Where appropriate, rates for similar items in these bills of
quantities should be the same
46 F:........................... V:........................... T:............................... Item
Tender submission (B2.6)
This clause is amended by substituting "JBCC Form of Tender"
with "Official Form of Tender".
47 F:........................... V:........................... T:............................... Item
THE SITE (B3)
Defined works area (B3.1)
See Schedule of Variables (B12)
48 F:........................... V:........................... T:............................... Item
Geotechnical investigation (B3.2)
See Schedule of Variables (B12)
49 F:........................... V:........................... T:............................... Item
Inspection of the site (B3.3)
50 F:........................... V:........................... T:............................... Item
Existing premises occupied (B3.4)
See Schedule of Variables (B12)
51 F:........................... V:........................... T:............................... Item
Previous work - dimensional accuracy (B3.5)
52 F:........................... V:........................... T:............................... Item
Previous work - defects (B3.6)
53 F:........................... V:........................... T:............................... Item
Services - known (B3.7)
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See Schedule of Variables (B12)
54 F:........................... V:........................... T:............................... Item
Services - unknown (B3.8)
55 F:........................... V:........................... T:............................... Item
Protection of trees (B3.9)
See Schedule of Variables (B12)
56 F:........................... V:........................... T:............................... Item
Articles of value (B3.10)
57 F:........................... V:........................... T:............................... Item
Inspection of adjoining properties (B3.11)
See Schedule of Variables (B12)
58 F:........................... V:........................... T:............................... Item
MANAGEMENT OF CONTRACT (B4)
Management of the Works (B4.1)
The Contractor shall obtain all necessary particulars of
Subcontractors' work timeously so that provision for recesses,
chases, holes, etc. can be made
59 F:........................... V:........................... T:............................... Item
Programming for the works (B4.2)
60 F:........................... V:........................... T:............................... Item
61 Progress meetings (B4.3)
62 F:........................... V:........................... T:............................... Item
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Technical meetings (B4.4)
63 F:........................... V:........................... T:............................... Item
Labour and plant records (B4.5)
64 F:........................... V:........................... T:............................... Item
SAMPLES, SHOP DRAWINGS AND
MANUFACTURERS INSTRUCTIONS (B5)
Samples of materials (B5.1)
65 F:........................... V:........................... T:............................... Item
Workmanship samples (B5.2)
66 F:........................... V:........................... T:............................... Item
Shop drawing (B5.3)
67 F:........................... V:........................... T:............................... Item
TEMPORARY WORKS AND PLANT (B6)
Deposits and fees (B6.1)
68 F:........................... V:........................... T:............................... Item
Enclosure of the works (B6.2)
See Schedule of Variables (B12)
69 F:........................... V:........................... T:............................... Item
Advertising (B6.3)
Advertisements on the hoarding or elsewhere on the site will be
allowed, subject to the written approval of the Principal Agent
70 F:........................... V:........................... T:............................... Item
Plant, equipment, sheds and offices (B6.4)
In addition to the provisions of sub-clause 6.4.1, scaffolding
shall not be permitted to be erected from buildings on adjacent
sites.
See Schedule of Variables (B12)
71 F:........................... V:........................... T:............................... Item
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Main notice board (B6.5)
See Schedule of Variables (B12)
72 F:........................... V:........................... T:............................... Item
Subcontractors notice board (B6.6)
See Schedule of Variables (B12)
73 F:........................... V:........................... T:............................... Item
TEMPORARY SERVICES (B7)
Location (B7.1)
74 F:........................... V:........................... T:............................... Item
75 Water (B7.2)
See Schedule of Variables (B12)
76 F:........................... V:........................... T:............................... Item
77 Electricity (B7.3)
See Schedule of Variables (B12)
78 F:........................... V:........................... T:............................... Item
79 Telecommunication equipment (B7.4)
See Schedule of Variables (B12)
80 F:........................... V:........................... T:............................... Item
Ablution facilities (B7.5)
See Schedule of Variables (B12)
81 F:........................... V:........................... T:............................... Item
PRIME COST AMOUNTS (B8)
Responsibility for prime cost amounts (B8.1)
82 F:........................... V:........................... T:............................... Item
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ATTENDANCE ON NOMINATED/SELECTED
SUBCONTRACTORS (B9)
General Attendance (B9.1)
In addition to the provisions of clause B9.1, the Contractor
shall, at his own expense, provide the following additional
general attendance:
Make good after Nominated/Selected Sub-contractors
83 F:........................... V:........................... T:............................... Item
Special attendance (B9.2)
See Schedule of Variables (B12)
84 F:........................... V:........................... T:...............................
Commissioning - Fuel, water and power (B9.3)
85 F:........................... V:........................... T:............................... Item
FINANCIAL ASPECTS (B10)
Statutory taxes, duty and levies (B10.1)
In addition to the provisions of clause B10.1, all individual
amounts in these bills of quantities exclude Value Added Tax
(VAT). VAT is to be calculated as a lump sum and added to the
total value of all value in the Final Summary under the item
provided for VAT
86 F:........................... V:........................... T:............................... Item
Payment of preliminaries (B10.2)
See Schedule of Variables (B12)
87 F:........................... V:........................... T:............................... Item
Adjustment of preliminaries (B10.3)
Notwithstanding the provisions of sub-clause B10.3.1
(Alternative A) and for the purpose of adjusting the Time
Related amount, only revision of the date for practical
completion granted by the Employer for variations, omissions,
additions and substitutions referred to in sub-clauses 29.2 and
29.3 of the Principal Building Agreement, shall be taken into
account
88 F:........................... V:........................... T:............................... Item
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Payment certificate cash flow (B10.4)
89 F:........................... V:........................... T:............................... Item
GENERAL (B11)
Protection of the Works (B11.1)
See Schedule of Variables (B12)
90 F:........................... V:........................... T:............................... Item
Protection/isolation of existing/section ally occupied Works
(B11.2)
See Schedule of Variables (B12)
91 F:........................... V:........................... T:............................... Item
Security of the works (B11.3)
92 F:........................... V:........................... T:............................... Item
Notice before covering work (B11.4)
93 F:........................... V:........................... T:............................... Item
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Disturbance (B11.5)
See Schedule of Variables (b12)
94 F:........................... V:........................... T:............................... Item
Environmental disturbance (B11.6)
95 F:........................... V:........................... T:............................... Item
Works cleaning and clearing (B11.7)
96 F:........................... V:........................... T:............................... Item
Vermin (B11.8)
97 F:........................... V:........................... T:............................... Item
Overhand work (B11.9)
98 F:........................... V:........................... T:............................... Item
Instruction Manuals and guarantees (B11.10)
99 F:........................... V:........................... T:............................... Item
As built information (B11.11)
100 F:........................... V:........................... T:............................... Item
Tenant Installation (B11.12)
101 F:........................... V:........................... T:............................... Item
SCHEDULE OF VARIABLES (B12)
PRE-TENDER INFORMATION
Pre-tender information (B12.1)
102 F:........................... V:........................... T:............................... Item
12.1.1 Provisional bills of quantities (B2.2)
The quantities are provisional:
Yes
12.1.2 Availability of construction documentation (B2.3)
Construction documentation is complete:
No
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12.1.3 Interests of agents (B2.4)
The agents have no interest in this project apart
from their professional interest
12.1.4 Defined Works area (B3.1)
The works will be defined and restricted to specific
areas only as determined by the Principal Agent and
shall be dealt with at the compulsory site inspection
meeting
12.1.5 Geotechnical investigation (B3.2)
Not applicable. The geotechnical report shall be made
available on request should it be necessary.
12.1.6 Existing premises occupied (B3.4)
No
12.1.7 Previous work - dimensional accuracy (B3.5)
No
12.1.8 Previous work defects (B3.6)
No
12.1.9 Services - known (B3.7)
As shown on drawings
12.1.10 Protection of trees (B3.9)
No trees are to be removed without prior instruction
by the Principal Agent and existing trees to be
protected from damage for the full duration of the
contract
12.1.11 Inspection of adjoining properties (B3.11)
Yes
12.1.12 Enclosure of the Works (B6.2)
Contractor to make provision for own enclosures,
temporary barriers, etc. of the works. If permanent
site fencing is utilized contractor is to maintain same
for the duration of the contract. The works shall also be
enclosed off the main road construction and
landscaping
12.1.13 Offices (B6.4.3)
One site office shall be minimum 3 x 3 x 3m
high internally, suitably insulated and ventilated,
provided with electric light an fitted with boarded
floor, table and adequate chairs
One site meeting room shall be minimum 6 x 3 x 3m
high internally, suitably insulated and ventilated,
provided with electric light an fitted with boarded
floor, table and adequate chairs
C2.2 Bills of Quantities
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12.1.14 Main notice board (B6.5)
One main notice board shall be strongly made,
2,17m wide and 1,715m high, with 19mm thick
surround projecting 13mm over face the board
is to have a flush even surface and is to be
divided into four sections and painted navy blue
and ivory white
The lettering is to be 50mm and 100mm "sans
serif" in ivory white on the blue background and
in 100mm "sans serif" in navy blue and the ivory
whited background. The inscription, is on
language only, which must bear the approval of
the Employer, will be given to the Contractor by
the Principal Agent. The board must be
adequately supported no other names or notice
boards may be erected without the written
approval of the Principal Agent
Sketch drawings of all proposed names or
notice boards must be submitted to the
Principal Agent for approval, before being
prepared and erected on site these sketch
drawings must not only show the full content of
the proposed names or notice boards, but also
the position and locality in which the boards
will be erected.
The notice board shall be relocated from site to site
once initial site has been completed
12.1.15 Subcontractor notice board (B6.6)
A notice board is required:
No
12.1.16 Water (B7.2)
Option A applicable
12.1.17 Electricity (B7.3)
Option A applicable
12.1.18 Telecommunication (B7.4)
Telephone - Yes
Facsimile - Yes
Email - Yes
12.1.19 Ablution facilities (B7.5)
Option A applicable
12.1.20 Protection of existing/section ally occupied works
(B11.2)
Protection is required:
No
12.1.21 Special attendance (B9.2)
Not applicable
C2.2 Bills of Quantities
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12.1.22 Protection of the works (B11.1)
The sections where construction works is in
progress needs to be barricaded and sealed off from
access to the general public
12.1.23 Disturbance (B11.5)
Contractor to take note that the works is to be
carried out within public areas and precaution is to
be taken with regard to minimizing disturbance, dust,
movement, noise, etc. Steps for prevention and
minimization of above factors will be pre-determined
on site with the Principal Agent.
12.1.24 Environmental disturbance (B11.60)
Clause applicable
No specific requirements
POST-TENDER INFORMATION
Post-tender information (B12.2)
103 F:........................... V:........................... T:............................... Item
12.2.1 Payment preliminaries
Option B applicable
12.2.2 Adjustment of preliminaries
Option B applicable
12.2.3 Additional agreed preliminaries items: No
C2.2 Bills of Quantities
Elandsfontein/Isando 22 of 96
SECTION C: SPECIFIC PRELIMINARIES
PROPRIETARY BRANDED PRODUCTS
The contractor shall take delivery of, handle, store, sure apply
and/or fix all proprietary branded products in strict accordance
with the manufacturers' instruction after consultation with the
manufacturer's authorised representative
104 F:........................... V:........................... T:............................... Item
OVERTIME
Should overtime be required to be work 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 the execution thereof, that costs for such
overtime are to be borne by employer
105 F:........................... V:........................... T:............................... Item
AS BUILT DRAWINGS
The position of construction breaks and the extent of
individual concrete pours are to be recorded by the contractor
on the structural engineer's drawings and are to be submitted to
the principal agent and the structural engineer for their records
106 F:........................... V:........................... T:............................... Item
SITE INSTRUCTIONS
Site instructions issued on site are to be recorded in triplicate in
a site instruction book which is to be maintained on site by the
contractor
107 F:........................... V:........................... T:............................... Item
LABOUR RECORD
At the end of each week the contractor shall provide the
principal agent with a written record, in schedule form, reflecting
the number and description of tradesmen and labourers
employed by him and all subcontractors on the works each day
108 F:........................... V:........................... T:............................... Item
PLANT RECORD
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 al plant, excluding hand tools,
currently used on the works
NON CESSION OF MONIES
The contractor shall not cede nor assign his rights or claims to
any monies due or to become due under this contract
109 F:........................... V:........................... T:............................... Item
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GENERAL SPECIFICATION
The general specification for the works is the Model Preambles
for Trades November 2008 as published by the Association of
Quantity Surveyors. Tenderers are to acquaint themselves of
the full contract thereof and the document will be deemed to be
part of the conditions of tender and contract
110 F:........................... V:........................... T:............................... Item
OCCUPATIONAL HEALTH AND SAFEY ACT - SECTION
37(2)
The tenderers attention is drawn to the fact that the
Occupational Health and Safety Act (Act 85 of 1993) is in force.
Copies of the Act are available from the Government Printing
Works, 149 Bosman Street, Pretoria, (Private Bag X85,
Pretoria, 0001, Tel No. (012) 334-4500).
Tenderers are expected to be fully acquainted with the
requirements of the Act
A pro-forma "Agreement in terms of the Occupational Health
and Safety Act - Pat C 1.4" is included in these bid documents.
Tenderers are advised to study this pro-forma in order to make
themselves fully conversant with the requirements and
responsibilities of the Act and the Municipality.
The tenderers are to provide for the above-mentioned
requirements and to allow for all cost implications regarding the
above including risk assessment, safety plan and monitoring
the system for the duration of the contract.
111 F:........................... V:........................... T:............................... Item 1
COMMUNITY EMPLOYMENT AND SMME
INVOLVEMENT
The building related projects of the EMM shall be labour
intensive and shall promote community employment in the
execution of the contract resulting form their tender.
Furthermore, it shall contribute to the development of SME's
(Small and Medium Enterprises) especially from previously
disadvantaged communities
A minimum of 30% of the contract value must be utilised in payment of at least one or more of
the following:
(a) Emerging sub-contractors
(b) Emerging suppliers
(c) Local labour
(d) Or similar local content as approved by the employer.
Local Labour
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It is an explicit condition of this contract that only persons
normally resident in the locality of the works (Local Labour) may
be employed on the contract. Provided however, that should
adequate and appropriate labour not be available within the
locality, other labour may be employed, subject to the approval
of the Representative/Agent and satisfactory proof being
provided that every reasonable endeavour has been made, to
employ labour from the immediate locality. The contractors
shall identify the local community leaders, with the purpose of
negotiation with them, regarding utilisation of local labour in
the construction process. In this regard, the Contractor shall
furthermore give preference, where possible, to the
employment of women, youth and disabled
persons. The Contractor shall in general, maximize the
involvement of the local community
112 F:........................... V:........................... T:............................... Item
SPECIFIC GOAL PARTICIPATION
Tenderers should note that this project is subject to the
maximum utilization of women, youth and disabled and
preference will be given as such and also monitored during the
construction stage.
Details of the tenderers proposals in this regard is to be
provided before commencement of the works and data forms
to be completed by the contractor
113 F:........................... V:........................... T:............................... Item
EXTENDED PUBLIC WORKS PROGRAMME (EPWP) REQUIRMENTS
Tenderers should note that this project is partly funded by the
Provincial Government under their Expanded Public Works
Programme (EPWP) and that certain requirements in terms of
the programme will be applicable in addition to the prescribed
conditions of this tender with regard to registration of the
contractor, supplying and issuing of training and employment
statistics on a monthly basis
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F:........................... V:........................... T:............................... Item
114 NON ACCREDITED TRAINING
The Contractor shall be responsible to employ and provide training to youth workers as
stipulated by the Expanded Public Works Programme (EPWP) and National Youth Service
(NYS). Allow the amount R250 000 (Two Hundred and Fifty Thousand Rand) for compliance
with EPWP/NYS requirements to be deducted in whole and actual paid amount added
Details of the tenderer's proposals in this regard is to be
provided before commencement of the works by the Contractor
for approval by the Representative Agent
115 F:........................... V:........................... T:............................... Item R 250 000.00
COMMUNITY LIAISON OFFICER (CLO)
The successful tenderer shall enter into an agreement with the Community Liaison Officer
(CLO), nominated by the Local Ward Council for liason with the recipient community. This
agreement shall make provision for the payment by the Contractor of a monthly wage to the
CLO based on the minimum wage recommended by the Local Council. Allow the amount of
R200 000 (Two Hundred Thousand Rand) for remuneration of the Community Liaison Officer
(CLO) to be deducted in whole and actual paid amount added
F:........................... V:........................... T:............................... Item 1
SUMMARY OF PRELIMINARIES
Tenderer's to submit breakdown of overall preliminaries as
indicated hereunder
Total preliminaries:
1. Fixed related R_________________________
2. Valued related R_________________________
3. Time related R_________________________
Carried to Section Summary
Carried to Final Summary
C2.2 Bills of Quantities
Elandsfontein/Isando 26 of 96
SECTION No. 2
BILL No. 1
EARTHWORKS (PROVISIONAL)
SUPPLEMENTARY PREAMBLES
Nature of ground
Use "assumed to be" if no trial holes, soils investigations, etc have been carried out - discuss
with engineer. Use "Trial holes indicate that" where the ground has been investigated by
means of trial holes
Nature of ground
A soils investigation has been carried out on site by the engineer and the report is annexed to
these bills of quantities. Descriptions of excavations shall be deemed to include all ground
conditions classifiable as "earth" described in the above report and where conditions of a more
difficult character are indicated these are separately measured
Carting away of excavated material
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
TEMPORARY BARRIERS, SCREENS, ETC
Temporary barriers, screens, etc including removal
1
Diamond mesh fencing 2,100mm high including green shade netting, posts, uprights, etc
complete and removing and making good on completion of the works m 421
2
Galvanised steel double gate overall size 6,000 x 2,100mm high including green shade
netting, posts, uprights, etc complete and removing and making good on completion of works No 1
SITE CLEARANCE ETC
Site clearance
3
Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding
200mm girth, bush, etc m2 13571
4 Stripping average 150mm thick layer of top soil and stockpiling on site m2 13571
REMOVAL OF TREES ETC
Taking out and removing, grubbing up roots and filling in holes
5 Tree stump exceeding 200mm and not exceeding 500mm girth No 5
6 Tree stump exceeding 500mm and not exceeding 1000mm girth No 2
BULK EXCAVATION, FILLING, ETC
Open face excavation in earth for soil raft
7 Open face excavation to form platforms, etc m3 253
C2.2 Bills of Quantities
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Extra over bulk excavation in earth for excavation in
8 Soft rock m3 25
9 Hard rock m3 13
Extra over all excavations for carting away
10
Surplus material from excavations and/or stock piles on site to a dumping site to be located by
the contractor m3 253
Keeping excavations free of water
11 Keeping excavations free of all water other than subterranean water Item 1
Backfilling of excavation to construct soil raft with material obtained from excavations
compacted in 150mm layers to 95% Mod AASHTO density at -1% to +2% of OMC
12 Over site to make up levels m3 42
Back filling of excavation with G5 imported granular material compacted in 150mm thick layers
to 93% Mod AASHTO density at -1% to +2% of OMC
13 Over site to form platforms m3 187
Coarse river sand filling supplied by the contractor compacted to 100% Mod AASHTO density
14 Under floors, steps, pavings, etc m3 372
Compaction of surfaces
15
Compaction of ground surface under floors etc including scarifying for a depth of 150mm,
breaking down oversize material, adding suitable material where necessary and compacting to
93% Mod AASHTO density m2 1877
Prescribed density tests on filling
16 Mod AASHTO density test No 51
17 DCP "dinamic cone penetration" tests No 6
GEOTEXTILE
Supply and installation of RockPC 100/100 geotextile to manufacturer specification or similar
approved
18 To soil raft m2 1877
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 2
FOUNDATIONS
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
C2.2 Bills of Quantities
Elandsfontein/Isando 28 of 96
SUPPLEMENTARY PREAMBLES
Nature of the ground
The Tenderer shall acquaint himself by personal 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
Carting away of excavated material
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
EXCAVATION, FILLING, ETC OTHER THAN BULK
Excavation in earth not exceeding 2m deep
1 Trenches m3 645
2 Holes m3 109
Extra over trench and hole excavations in earth for excavation in
3 Soft rock m3 151
4 Hard rock m3 75
Extra over all excavations for carting away
5
Material from excavations and/or stock piles on site to a dumping site to be located by the
Contractor m3 591
Risk of collapse of excavations
6 Sides of trench and hole excavations not exceeding 1.5m deep m2 3864
Keeping excavations free of water
7 Keeping excavations free of all water other than subterranean water Item 1
Earth filling obtained from excavations compacted to 93% Mod AASHTO density
8 Backfilling to trenches, holes, etc m3 112
Earth filling of G5 material supplied by the contractor and compacted to 98% Mod AASHTO
density
9 Under floors, stairs etc. m3 472
Clean river sand filling supplied by the contractor compacted to 100% Mod AASHTO density
10 Under floors, steps, pavings, etc m3 282
SOIL POISONING
Approved insecticide applied in strict accordance to the manufacturers instruction
11
Under floors etc including forming and poisoning shallow furrows against foundation walls etc,
filling in furrows and ramming m2 1877
12 To bottoms and sides of trenches etc m2 2990
C2.2 Bills of Quantities
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CONCRETE
UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
Class 20MPa/19mm concrete
13 Surface blinding under column bases, footings, etc m3 29
REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
Class 30MPa/19mm concrete
14 Strip footings m3 51
15 Ground beams m3 183
16 Bases m3 44
TEST BLOCKS
17 Making and testing set of three 150 x 150 x 150mm concrete strength test cubes No 50
REINFORCEMENT
Mild steel reinforcement to structural concrete work
18 16mm Diameter bars t 0.16
19 12mm Diameter bars t 0.16
20 10mm Diameter bars t 0.98
21 8mm Diameter bars t 0.98
C2.2 Bills of Quantities
Elandsfontein/Isando 30 of 96
High tensile steel reinforcement to structural concrete work
22 32mm Diameter bars t 1.15
23 25mm Diameter bars t 1.15
24 20mm Diameter bars t 1.97
25 16mm Diameter bars t 10.5
26 12mm Diameter bars t 10.83
27 10mm Diameter bars t 15.59
Total Carried Forward To Section Summary
SECTION No 2
BILL No 3
CONCRETE, FORMWORK AND REINFORCEMENT
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Cost of tests
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 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)
Formwork
Descriptions 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. 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
Formwork to soffits of solid slabs, etc shall be deemed to be 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"
CONCRETE
UNREINFORCED CONCRETE
15MPa/19mm concrete
1 Plinth m3 0.4
C2.2 Bills of Quantities
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REINFORCED CONCRETE
Class 30 Mpa/19mm concrete
2 Surface beds cast in panels on waterproofing m3 281
3 Apron slabs cast in panels on waterproofing m3 46
4 Thickening in apron slabs m3 10
5 Slabs including beams and inverted beams m3 13
6 Roof slabs including upstand beams m3 20
7 Stairs including landings, beams and inverted beams m3 3
8 Ring beams m3 40
9 Walls m3 39
10 Columns m3 0.4
CONCRETE SUNDRIES
Finishing top surfaces of concrete smooth with a power float
11 Surface beds, slabs, etc. m2 984
Finish top surface of concrete smooth with a wooden float
12 Surface beds, slabs, etc. m2 1379
13 Concrete to falls and currents m2 77
Finish top surface of concrete smooth with a wood float. Add oxide paint to achieve pigmented
charcoal colour finish.
14 Concrete to falls and currents to aprons m2 298
Take delivery of, set up in exact position and cast holding down bolt, frame, etc, into concrete
15 Set of four holding down bolts No 30
GROUTING
25 MPa non-shrink cementitious grout
16 25mm Cementitious grout below steel base plates as per engineer specification m2 5
ROUGH FORMWORK (DEGREE OF ACCURACY II)
Rough formwork to sides
17 Walls m2 104
18 Walls with total height exceeding 8.5m and not exceeding 9.0m above bearing level m2 70
19 Rectangular columns with total height not exceeding 3,5m above bearing level m2 6
20 Edges, risers, ends and reveals not exceeding 300mm high or wide m 25
SMOOTH FORM WORK (DEGREE OF ACCURACY I)
Formwork to sides
21 Inverted beams m2 19
22 Inverted beams above concrete m2 11
23 Edges, risers, ends and reveals not exceeding 300mm high or wide m 21
C2.2 Bills of Quantities
Elandsfontein/Isando 32 of 96
24 Sloping and stepped outer edges of stairs not exceeding 300mm high extreme m 5
Formwork to soffits
25 Slabs propped up exceeding 1.5m and not exceeding 3.5m high m2 155
26 Landings m2 9
27 Stairs with sloping soffits m2 5
Formwork to sides and soffits
28 Isolated beams propped up exceeding 3m and not exceeding 3,5m high m2 361
Boxing in smooth formwork to form
29 25 x 25mm Vertical chamfer at corners to columns m 21
30 25 x 25mm Chamfer along top or bottom edge m 75
MOVEMENT JOINTS ETC
Saw cut joints
31 Saw cut joint as per engineer specification m 96
Construction joints
32 Construction joint as per engineer specification m 96
Isolation joints with "Jointex" between all vertical column and brick wall interface
33 10mm Joints not exceeding 300mm wide m 80
Expansion joints with "Flexcell" impregnated fibreboard between concrete surfaces
34 10mm Joints not exceeding 300mm wide m 50
REINFORCEMENT
Mild steel reinforcement to structural concrete work
35 16mm Diameter bars t 0.17
36 12mm Diameter bars t 0.17
37 10mm Diameter bars t 1.01
38 8mm Diameter bars t 1.01
High tensile steel reinforcement to structural concrete work
39 32mm Diameter bars t 1.18
40 25mm Diameter bars t 1.18
41 20mm Diameter bars t 2.02
42 16mm Diameter bars t 10.75
43 12mm Diameter bars t 11.09
44 10mm Diameter bars t 15.96
Total Carried Forward To Section Summary
C2.2 Bills of Quantities
Elandsfontein/Isando 33 of 96
SECTION 2
BILL No. 4
MASONRY
MODEL PREAMBLES FOR TRADES
NOTE:Tenderers are advised to study the Model Preambles for Trades before pricing this bill
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in descriptions are given in brick units, "one brick" shall represent the length and
"half brick" the width of a brick
Hollow walls, etc
Descriptions of hollow walls shall be deemed to include 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
waterproofing coating
Pointing
Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to
include square recessed, hollow recessed, weathered pointing, etc
C2.2 Bills of Quantities
Elandsfontein/Isando 34 of 96
Bagged brick finish
Bagged brickwork shall be of the mortar as described rubbed onto wall with hessian cloth to
provide a fair finish. The finished surface shall be free of penetrations or pitted openings or
large protruding lumps of mortar. The finish shall be to the principal agent's approval
Face bricks
Bricks shall be ordered timeously to obtain uniformity in size and colour
Pointing
Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to
include square recessed, hollow recessed, weathered pointing, etc
Samples
Samples of all masonry building units, except those for walls 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
BRICKWORK
SUPERSTRUCTURE
Brickwork of "NFP" burnt clay bricks (7MPa nominal compressive strength) in Class II mortar
1 80mm Cut linings to concrete m2 10
2 Half brick walls m2 502
3 Half brick walls in beamfilling m2 56
4 One brick walls m2 2149
5 One brick yard walls including wire ties m2 86
Mortar strength test cubes
6 Making and testing 100 x 100 x 100mm mortar strength test cube No 15
Joint forming material in movement joints
7 8mm Bitumen impregnated fibre board built in vertically between brick skins m2 74
8 8mm Bitumen impregnated fibre board built in vertically between brick and concrete surfaces m2 255
Mesh reinforcement
9 Type 617 in brick shear walls m2 111
Brickwork reinforcement
10 75mm Wide reinforcement built in horizontally m 1477
11 150mm Wide reinforcement built in horizontally m 6321
Fabricated prestressed precast concrete lintels
12 110 x 75mm Lintels in lengths not exceeding 3m m 221
13 110 x 75mm Lintels in lengths exceeding 3m and not exceeding 4,5m m 75
14 110 x 75mm Lintels in lengths exceeding 4,5m and not exceeding 6m m 63
C2.2 Bills of Quantities
Elandsfontein/Isando 35 of 96
Galvanised hoop iron cramps, ties, etc
15
30 x 1,6mm Roof tie 1,5m long built into brickwork with both sides wrapped over steel beam,
fixed onto beam with "Hilti" shot-fired steel pins No 234
FACE BRICKWORK
"Firelight Satin" or equivalent and approved clay facebricks pointed with recessed horizontal
and vertical joints
16 Extra over brickwork for face brickwork m2 922
Brick-on-edge header course copings, sills, etc of 'Firelight Satin' or equivalent and approved
face bricks pointed with recessed joints on all exposed faces
17 Coping on top of one brick wall m 94
18 230mm Wide sill set level and slightly projecting m 16
PAVING
Paving is to be laid in accordance with SABS 1200 MJ, SABS 1058 and the Concrete Masonry
Association's specifications
50mm "Smart Stone Magalies" or equivalent and approved paving bricks with butt joints on
50mm thick river sand bed mixed with 10% dry cement with sand and cement mixture swept
into joints and hosed down including all necessary preparation of ground or filling, setting out,
cutting, etc complete
19 Paving in herringbone pattern to falls and currents m2 920
20 Straight cut paving joint m 90
21 220mm Wide brick-on-flat header course edging on 25mm thick mortar bed m 110
22 220mm Wide brick-on-flat header course edging m 434
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 5
WATERPROOFING
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Waterproofing
Waterproofing of roofs, basements, etc shall be laid under a 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
DAMPPROOFING OF WALLS AND FLOORS
One layer of 375 micron "Consol Plastics Brikgrip DPC" or equivalent and approved embossed
damp proof course
1 In walls m2 162
C2.2 Bills of Quantities
Elandsfontein/Isando 36 of 96
One layer of 250 micron "Consol Plastics Gunplas USB Green" or equivalent and approved
waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape"
2 Under surface beds m2 6819
One layer Derbigum CG3 and one layer Derbigum CG4H (horticultural) waterproofing
membrane, with 100mm side laps and 150mm end laps, sealed by 'torch-fusion' to primed
surfaces, followed by 150 micron polythene sheeting loose laid with 100mm laps sealed with
pressure sensitive tape, to receive Delta MS20P (perforated) high density polyethylene
dimpled drainage layer and followed by one layer of Bidim A2 Geofabric and landscaping
(elsewhere specified). Waterproofing to be installed by an Approved Derbigum Contractor.
3 On planter walls m2 88
WATERPROOFING TO FLOORS, ROOFS, BASEMENTS, ETC
One layer 4mm thick "Derbigum SP" waterproofing system with a min of 300mm lapping
applied strictly according to manufacturers specifications
4 On roofs to falls m2 115
5 On tops and sides of inverted beams m2 107
6 Additional membrane at rainwater outlet No 4
Pro-drain polypropolene sheet of 5mm Thickness laid with overlaps on top of waterproofing
membrane to suppliers specification
7 On roofs to falls m2 115
PROTECTIVE ROOFING PAINT
Two coats bituminous aluminium paint
8 On waterproofing to roofs m2 134
19-25mm "Worcester Brown" crushed stone dressing evenly spread with larger stones around
outlets
9 50mm Thick on waterproofing to roofs m2 115
JOINT SEALANTS, ETC
Approved silicone sealing compound including primer, etc
10 Pointing between frames and walls m 550
11 Pointing to 6mm saw cut joints m 96
"Thioflex" two-part grey polysulphide sealing compound including backing cord, bond breaker,
primer, etc
12 10 x 10mm In vertical and horizontal expansion joints m 50
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 6
ROOF COVERINGS, ETC
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
C2.2 Bills of Quantities
Elandsfontein/Isando 37 of 96
SUPPLEMENTARY PREAMBLES
Fixing
All side cladding shall be fixed to purlins through the narrow flutes of the sheeting
Straight cutting
Descriptions of all roof coverings are deemed to include for all straight cutting
Flashings
Prior to flashings being fixed, all troughs at the apex shall be stop-ended to the full depth of the
sheet in order to prevent any penetration of wind driven water. The trough shall be lipped at
the eaves end to form a drip. Transverse flashing flanges shall be notched to the sheet profile
where necessary
Certificate for galvanised roof sheeting
The contractor is to submit a certificate signed by the merchant, stating that the galvanised roof
covering supplied, complies with the required thickness specified.
PROFILED METAL SHEETING AND ACCESSORIES
0,58mm "Klip-Tite" or equivalent and approved concealed-fix type" aluminium roof sheeting
and accessories, fixed to steel purlins or rails, with 12x 65mm long class 3 metal self drilling
screws at every second crest, at intermediate purlins and at every crest at eaves purlins, side
laps to be stitched at 500mm centres between purlins, all in accordance with manufacturers
recommendations (Colour: Charcoal)
1
Roof covering with pitch not exceeding 25 degrees, fixed to steel purlins, in transportable
lengths not exceeding 20m m2 2475
2 Side cladding m2 482
3 Gable trim 462mm girth 3 times bent m 182
4 Sidewall flashing 462mm girth 2 times bent m 79
5 Headwall flashing 462mm girth 2 times bent m 263
6 Counter flashing 185mm girth 2 times bent m 342
7 Apron flashing 305mm girth 2 times bent m 266
8 Apex flashing 660mm girth 3 times bent m 99
9 Corner trim 736mm girth 3 times bent m 353
10 Drip flashing 231mm girth 3 times bent m 192
11 Narrow and broad flute closers 150mm girth m 309
12 Moulded narrow and broad rib polyethylene filler blocks m 309
ROOF AND WALL LINING AND INSULATION
50mm Thick non-combustible, lightweight "Factorylite" or equivalent and approved aluminium
foil faced insulation, with Class I fire rating in accordance with SANS 428 of the National
Building Regulations, installed with foil side facing down
13
Insulation laid taut over purlins and fixed concurrent with battens, purlins, etc including white
PVC coated straining wires at 300mm centres. m2 1878
80mm Thick "Lambdaboard" or equivalent and approved insulation board, fixed in accordance
with the manufacturer's recommendations
14
Insulation laid taut over purlins and fixed concurrent with battens, purlins, etc including white
PVC coated straining wires at 383mm centres. m2 1079
C2.2 Bills of Quantities
Elandsfontein/Isando 38 of 96
SHEET METAL FLASHINGS, LININGS, COPING, ETC.
0,6mm Galvanized sheet iron with embossed baked enamel finish on one side
15
Copings with riveted and soldered joints attached with suitable clips at 500mm centres along
both edges, riveted to coping and plugged to brickwork or concrete m2 50
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 7
CARPENTRY AND JOINERY
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Particle board:
Particle board shall comply with the following specifications: a) SABS 1300 Particle board:
exterior and flooring type b) SABS 1301 Particle board: interior type
Joinery:
Descriptions of frames shall be deemed to include frames, transoms, mullions, rails, etc
Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes
Prior proceeding with the production of the joinery fittings of the Library fit-out, the contractor
needs to present one (1) sample shelving unit for approval by the Principal Agent
Timber Types:
Hardwood and Softwood All hardwood shall be deemed te be Meranti. All softwood shall be
deemed to be South African Pine
Fixing:
Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins
to brickwork or concrete
Fittings are to be bolted to walls to architect's approval
Sizes:
The Contractor shall make allowance in his prices for minor variances in stated finished sizes
of timber doors, door members, door frames, architraves, etc, which are to match existing
The specified sizes of wrought timbers are the net finished sized as required and the
Contractor is to make such allowance for wrought faces as he deems necessary
Decorative laminate finish:
Laminate finish shall be glued under pressure. Edge strips shall be butt jointed at junctions
with adjacent similar finish
C2.2 Bills of Quantities
Elandsfontein/Isando 39 of 96
EAVES, VERGES, ETC
"Nutec" or similar approved pressed fibre cement
1
350 x 12mm medium density plain ungrooved Fascias and barge boards fixed with
countersunk brass screws including galvanised steel H-profile jointing strips m 250
SKIRTINGS
Wrought softwood
2 70 x 19mm Supawood skirting fixed 10mm above finished floor level to create shadowline m 95
DOORS ETC
Wrought hardwood meranti doors
3 40mm Single door 813 x 2332mm high (Type D01) No 3
4 40mm Single door 813 x 2332mm high (Type D03) No 4
5 40mm Single door 813 x 2332mm high (Type D10) No 2
6 40mm Single door 813 x 2332mm high (Type D11) No 1
7 40mm Single door 813 x 2057mm high (Type D12) No 4
8 40mm Double door 1626 x 2330mm high with flush meeting edges (Type D04) No 3
9 40mm Double door 1626 x 2330mm high with flush meeting edges (Type D07) No 1
10 40mm Double door 1626 x 2055mm high with flush meeting edges (type D08) No 2
11 Extra over doors for cut-out for 400 x 100mm high louvre (louvre elsewhere measured) No 3
12 Extra over doors for cut-out for 520 x 200mm high louvre (louvre elsewhere measured) No 8
13 Extra over doors for cut-out for 700 x 500mm high louvre (louvre elsewhere measured) No 2
Hollow core flush doors with commercial veneer
14 40mm Door 762 x 2032mm high (Type D06) No 15
Semi-solid flush doors with commercial veneer
15 40mm Single door 813 x 2100mm high (Type D02) No 10
"Bitcon Industries" or equivalent and approved fire doors with commercial veneer
16 40mm Class B door 813 x 2,032mm high including frame for one brick wall No 1
FITTINGS
SUPPLEMENTARY PREAMBLES
Particle board
Particle board shall comply with the following specifications:
a) SANS 1931
b) SANS 50312/EN312
C2.2 Bills of Quantities
Elandsfontein/Isando 40 of 96
Joinery
Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc
Descriptions of hardwoord joinery shall be deemed to include pelleting of bolt holes
Fixing
All items to be plugged to brick/concrete walls inless stated otherwise
Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins
to brickwork or concrete
Decorative laminate finish
Laminate finish shall be glued under pressure. Edge strips shall be butt jointed at junctions
with adjacent similar finish
Panelling
The descriptions of panelling shall be deemed to include all components, assembling, housing,
notching, glueing, blocking, screwing with cuntersunk screws, cleats, edge strips, routing lines,
skirtings, cornices, metalwork, duco spray painting, sealant, staining, paint or varnish finishes,
etc
General
The references given in the descriptions are to the respective types of fittings detailed on the
architect's drawings attached to this bill for tender purposes
The fittings have been measured as 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, screwing with
countersunk screws, edge strips, expansion joints, insulation, decorative plastic finish, glass,
ironmongery, upholstered cushions, metalwork, duco spray painting, sealant, staining, paint or
varnish finishes, etc
Fridges, hydro boils, coffee machines, plate warmers, electrical connections, power outlet
isolators, plumbing and drainage, fire equipment, tiled skirting and drywall partitions are by
others
Rates to include for procurement, workshop drawings where required, fabrication with welding
as indicated on drawings, delivery and erection on site complete
Copies of shop drawings, samples and mock-ups shall be submitted to the principal agent for
approval prior to commencement of the works
C2.2 Bills of Quantities
Elandsfontein/Isando 41 of 96
Kitchen cupboards, etc
Kitchen cupboards and counter tops as per architect's specification with white
melamine carcass, including 20mm thick Rustenburg granite worktop with hole for
sanitary fittings and 16mm thick 'Havard cherry' melamine particle board panels,
including all subframes, supports, skirtings, ironmongery, etc (sink provided for
elsewhere)
Floor units
17
Floor cupboard, 1,432mm long x 650mm deep x 900mm high overall, as per architect's
drawings with counter top, sides, bottom, divisions, shelf, back, doors, dividing framework and
drawers No 1
-Drawing 0372607C - 403 - Multi-purpose and Dining room
18
Floor cupboard, 3,129mm long x 600mm deep x 900mm high overall, as per architect's
drawings with counter top, sides, bottom, divisions, shelf, back, doors, dividing framework and
drawers No 1
-Drawing 0372607C - 401 - Staff room
19
Floor cupboard, 8,979mm long x 600mm deep x 900mm high overall, as per architect's
drawings with counter top, sides, bottom, divisions, shelf, back, doors, dividing framework and
drawers No 1
-Drawing 0372607C - 403 - Multi-purpose and Dining room
Laundry cupboards as per architect's specification with white melamine carcass and
16mm thick 'White' melamine particle board panels, including all subframes, supports,
skirtings, ironmongery, etc
Floor units
20
Floor cupboard, 1,100mm long x 600mm deep x 760mm high overall, as per architect's
drawings with sides, bottom, divisions, shelf, back, doors, dividing framework and drawers
(counter top measured elsewhere) No 1
-Drawing 0372607C - 401 - Laundry room
Tall units
21
Tall cupboard, 1,800mm high x 600mm deep x 550mm wide, as per architect's drawing with
sides, bottom, divisions, shelf,back, doors and dividing framework No 2
Drawing 0372607C - 401 - Laundry room
Counter tops, etc
Rustenburg granite worktop with 100mm high granite skirting, with bevelled edge
finish, concealed fixed through steel angle frames, frames to be painted Plascon GR-
NO2, colour: Black, as per architect's specification and drawings
22 Counter top, 1,800mm long x 600mm deep x 20mm thick overall, as per architect's drawing No 1
- Drawing 0372607C-402 - Guardhouse
23 Counter top, 6,185mm long x 600mm deep x 20mm thick overall, as per architect's drawing No 1
- Drawing 0372607C-402 - Guardhouse
Rustenburg granite worktop with 100mm high granite skirting, with bevelled edge
finish, concealed fixed through steel angle frames, frames to be painted Plascon GR-
NO2, colour: Black, including brushed aluminium support frames, as per architect's
specification and drawings
24 Counter top, 7,732mm long x 600mm deep x 20mm thick overall, as per architect's drawing No 1
- Drawing 0372607C-401 - Laundry room
25
Counter top, 8,170mm long x 750mm deep on one side and 950mm deep on other side x
20mm thick overall, as per architect's drawing No 1
- Drawing 0372607C-402 - Watch room
C2.2 Bills of Quantities
Elandsfontein/Isando 42 of 96
Shelving, etc
Shelving as per architect's specification with 16mm thick 'White' melamine particle
board panels, steel shelf brackets with white epoxy powder coated finish equally
spaced at 900mm max, including all subframes, supports, bolts, etc
26 Shelving, 4,912mm wide x 1,040mm high overall, as per architect's drawing No 1
- Drawing 0372607C-401 - Laundry room
GENERAL ALLOWANCE
Office furniture
27
Allow the budgetary amount of R315,000 (Three Hundred and Fifteen Thousand Rand) for
office furniture Item 1 R 315 000.00
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 8
CEILING, PARTITIONS AND ACCESS FLOORING
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Descriptions:
Items described as "nailed" shall be deemed to be fixed with hardened steel nails or pins or
shot pinned to brickwork or concrete
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
Bulkheads
Bulkheads are those areas of the ceiling which are at a level differing from the general ceiling
in a particular room or area and which generally occur along the perimeter of the room or area.
Their purpose is either to conceal services or to create an architectural feature by changing
levels.
Bulkheads will only be measured as such when they conform with the above description and
when the horizontal or vertical dimensions do not exceed 1,2m. Should these dimensions be
more than 1,2m then the horizontal or vertical ceilings will be included in the general ceiling
measurements.
INSULATION
Approved type mineral wool ceiling insulation in blanket form laid in single thickness
1 140mm Insulation nailed to underside of ceilings m2 861
C2.2 Bills of Quantities
Elandsfontein/Isando 43 of 96
CEILINGS ETC
NAILED UP CEILINGS
6,4mm Thick "Rhino" or equivalent and approved gypsum plasterboard ceiling with 63mm wide
strips of mesh scrim nailed over joints and the whole finished with 6mm thick gypsum skim
plaster to a smooth polished surface as per the manufacturers specification
2 Ceilings including 38 x 38 mm sawn softwood brandering fixed to steel at 400 mm centres m2 175
80mm Thick "Lambdaboard" or equivalent as ceiling laid over purlins, fixed in accordance with
the manufacturer's recommendations
3
Insulation laid taut over purlins and fixed concurrent with battens, purlins, etc including white
PVC coated straining wires at 383mm centres. m2 10
"Rhino" gypsum plasterboard cornices
4 75mm Coved cornices m 105
Sundries
5 Extra over ceiling for opening for 1 700 x 1 200mm No 5
6 Extra over ceiling for opening for 550 x 4 000mm No 15
SUSPENDED CEILINGS
Pre-painted 1200 x 600 x 9mm "Lafarge gypsum" or equivalent and approved acoustic lay-in
ceilings on "Donn" pre-painted exposed tee suspension system including main and cross
tees, necessary hangers, grids, etc
7 Ceilings suspended not exceeding 1m below steel trusses and concrete soffits m2 979
Pre-painted 1200 x 600 x 9mm "Lafarge gypsum" or equivalent and approved vinyl faced lay-in
ceilings on "Donn" pre-painted exposed tee suspension system including main and cross tees,
necessary hangers, grids, etc
8 Ceilings suspended not exceeding 1m below steel trusses and concrete soffits m2 56
Cornices, perimeter trims, etc to suspended ceilings
9 Standard 25mm aluminium "Shadow Line" or similar approved cornice m 920
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 9
FLOOR COVERINGS, WALL LININGS, ETC
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
C2.2 Bills of Quantities
Elandsfontein/Isando 44 of 96
FLOOR COVERINGS
600 x 600mm x 7mm "Avance 07" or equivalent and approved use class 5 heavy commercial
bitumen backed tufted loop pile carpet tiles
1 On floors m2 262
500 x 500 x 6,5mm Thick "Plasti-for" or equivalent and approved interlocking heavy duty tiles
with medallion textures and hidden interlocking joints (Colour: Dark Grey)
2 On floors m2 59
SUNDRIES
3 Making good defects in power floated concrete floors with "Pavelite" to receive vinyl tiles m2 321
Total Carried Forward To Section Summary
SECTION No 2
BILL No 10
IRONMONGERY
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Finishes to ironmongery
Where applicable finishes to ironmongery are indicated by suffixes in accordance with the
following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE
Silver enamelled GE Grey enamelled AS Anodised silver AB Anodised bronze AG Anodised
gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD
Sanded
Fixing
Unless otherwise described all ironmongery shall be deemed to be fixed to soft- or hardwood
All ironmongery items referenced to trade names or similar approved must be manufactured
and fixed in strict accordance with the manufacturers specification and fixing detail
C2.2 Bills of Quantities
Elandsfontein/Isando 45 of 96
HINGES, FLOOR SPRING HINGES, BOLTS, PANIC BOLTS, ETC
"Dorma" or equivalent and approved
1
PHA2/S Two point locking panic bar - Single door - door leaf 1000 x 2270mm high
(2201.2104.PHX02.PHX04) Sets 2
2 DFB-SC-180 153mm Satin chrome flush bolt with heel No 5
3 DFB-SC-181 305mm Satin chrome flush bolt with heel No 5
4 DPS-SS-032 dust proof strike No 8
LOCKS
The following locks are to be suitable for master and grand master key operation
"Dorma" or equivalent and approved
5 D032D stainless steel bathroom/WC deadlock No 16
6 781402352 Iseo 35mm stainless steel narrow stile hook lock No 5
7 D07635 35mm Stainless steel narrow stile heavy duty swivel sash lock No 12
8 D07735 35mm Stainless steel narrow stile heavy duty swivel deadlock No 1
9 D036S stainless steel euro profile cylinder sash lock No 18
10 D037D stainless steel euro profile cylinder dead lock No 8
11 D038R Nickel Plated rebate conversion kit for D036/D037 No 5
12 DPL1000MK Satin Nickel 50mm Padlock - master keyed No 3
CYLINDERS
"Dorma " or equivalent and approved
13 DDC106601MK Nickel plated 66mm ten pin euro profile master keyed double cylinder No 36
14 DSC104301MK Nickel plated 43mm five pin euro profile master keyed single cylinder No 10
15 DCE-105 stainless steel narrow stile cylinder escutcheon Pairs 6
HANDLES
"Dorma" or equivalent and approved
16 CR001 Stainless steel lever handle on rose with cylinder escutcheons Pairs 18
17 PHT3901 Exterior access lock with lever handle (cylinder not included) No 2
18 DFP-SS-026 102 x 50mm Stainless steel rectangular flush pull handle No 10
19
"DPH215 BTB 382 x 32mm stainless steel "D" shaped offset tubular back-to-back pull handle
(BTB fixing sets included) Pairs 2
20
DPH301B 325 x 25mm stainless steel D shaped straight tubular back-to-back pull handle with
flange fixing (BTB fixing sets included) Sets 2
21 TH120 N/S stainless steel lever handles on rose with N/S Cylinder escutcheons Sets 12
"Dorma" or equivalent and approved
22 DWC-006 stainless steel WC indicator with 79mm turn knob for physically impaired Pairs 16
C2.2 Bills of Quantities
Elandsfontein/Isando 46 of 96
PUSH PLATES AND KICK PLATES
"Dorma" or equivalent and approved
23
DPP-SS-CL 150X300 150x 300 x 1,2mm Thick stainless steel push plate with cylinder hole
punched left hand side No 4
24
DPP-SS-CR 150X300 150x 300 x 1,2mm Thick stainless steel push plate with cylinder hole
punched right hand side No 4
25 DPP-SS-BL 170X75 170 x 75 x 1,2mm Thick brushed stainless steel blank push plates No 15
26 DHP-SS-BL 75X170 DPH 301 Pull handle on 75x 170x 1,2mm stainless steel plate (no cut out) No 15
27
DHP-SS-BL 150X300 DPH 301C Pull handle on 150x 300x 1,2mm brushed stainless steel
plate (no cut out) No 8
28 DKP-SS-200 Stainless steel door width kickplate, width x 200 x 1,2mm thick No 22
DOOR CLOSERS, ETC
"Dorma" or equivalent and approved
29
BTS75 SAA-NHO Single S.S action non hold open floor spring for aluminium doors with no
stainless steel cover plate/caps (Mech/Spindle/7510SS/7411K/56E) Sets 2
30
TS91B EN 3 Cam action slide channel non-hold open door closer - Hydraulic speed control;
Push side - transom fixing; Pull side - leaf fixing (Silver) No 8
31
TS92G EN 2-4 Cam action slide channel non-hold open door closer - Adjustable length,
Hydraulic speed control; Pull side - transom fixing; Push side - leaf fixing (Silver) No 2
32
TS73V PA EN 2-4 Parallel arm door closer with delayed action - push side - fixing (soffit
bracket included) (Silver) No 1
LETTERS, NAMEPLATES, ETC FIXED IN POSITION COMPLETE
"Dorma" or equivalent and approved
33 DSS-130 "MALE" pictogram sign on 150 x 150mm stainless steel plate No 4
34 DSS-131 "FEMALE" pictogram sign on 150 x 150mm stainless steel plate No 4
35 DSS-133 "DISABLED PERSONS" pictogram sign on 150 x 150mm stainless steel plate No 1
BATHROOM FITTINGS
36
32mm granite counter top with 25mm bullnose edge and 150mm high granite splash back
sealed flush to granite counter. Counter to have fixed timber piece to sides as per detail. m 12
37
Servest hygiene solar hot air hand dryer "code DIS-STAIN-060" or equivalent and approved,
plugged and screwed to wall with stainless steel screws No 1
38 "Franke STRX210" or equivalent and approved, touch free electronic warm air hand dryer No 4
39
"Servest hygiene ocean DIS-TIDYR-003" or equivalent and approved toilet roll holder for five
rolls, 102 x 508 x 103mm deep, plugged and screwed to wall with stainless steel screws No 16
40
"Servest hygiene solar DIS-STAIN-071" or equivalent and approved wall mounted soap
dispenser, foam or spray, 330 x 394 x 229mm deep, plugged and screwed to wall with
stainless steel screws No 20
41
"Servest hygiene solar ocean simplicity DIS-LUNAD-050" or equivalent and approved wall
mounted towel dispenser size 338 x 479 x 149mm No 6
C2.2 Bills of Quantities
Elandsfontein/Isando 47 of 96
42
"Cobra Watertech AC-0901-100" or equivalent and approved, collette chrome plated towel rail,
590 x 60mm wide, plugged and screwed to wall No 4
43
"Cobra Watertech" or equivalent and approved, collette chrome plated robe hook (code: AC-
0907-100), 89 x 57mm wide, plugged and screwed to wall No 10
44
"Alisea hotel perfection 030516" or equivalent and approved, brass swivel towel rail with
chrome plated finish, 425 x 86 x 60mm deep, plugged and screwed to wall with stainless steel
screws concealed with chrome plated cover plates No 3
45
"Servest Hygiene DIS-BINNS-005 oceans femme" or equivalent and approved female sanitary
bin No 10
46
"Servest hygiene solar DIS-STAIN-121" or equivalent and approved wall mounted waste bin
large, plugged and screwed to wall with stainless steel screws No 6
47
"Chairman Industries SR2A" or equivalent and approved 32mm diameter stainless cistern back
rail No 1
48 "Chairman Industries DL2" or equivalent and approved stainless steel side grab rail No 1
49 "Genesis 706" or equivalent and approved stainless steel shelf, 400 x 111mm deep No 8
SUNDRIES
"Dorma" or equivalent and approved
50 DDH-SS-020 SS wall buffer plugged to brickwork or concrete No 6
51 DHC-SS-031B Stainless steel hat and coat hook with rubber buffer No 15
52 DDS-NP-018 Nickel plated floor door stop plugged to concrete No 48
BUILT-IN BRAAI
"Jetmaster 1200 Standard" or equivalent and approved built-in braai place complete with
outerbox, light fitting, potjie hook, charcoal starter and dispenser, charcoal tray, nickel plated
grille and door complete with and including flue, rotating cawl, etc
53 1275 x 530 x 1180mm High built-in braai No 1
STEEL LOCKERS
"Greenfield" or equivalent and approved steel lockers with standard baked enamel finish
complete with 25mm chromed metal hagrail with hinged bottom and top door with ventilation
louvres and locking mechanism and handle
54 Steel locker 450 x 300 x 1950mm high No 62
GENERAL ALLOWANCE
Gym equipment
55
Allow the budgetary amount of R1,400,000.00 (One Million and Four Hundred Thousand
Rand) for gym equipment Item 1 R 1 400 000.00
Building Signage
56
Allow the budgetary amount of R70,000.00 (Seventy Thousand Rand) for building signage to
be instructed by the Principal Agent Item 1 R 70 000.00
Total Carried Forward To Section Summary
C2.2 Bills of Quantities
Elandsfontein/Isando 48 of 96
SECTION No. 2
BILL No. 11
STRUCTURAL STEELWORK
NOTE
The Tenderer is advised to refer to the Trade Preambles before pricing these bills of quantities
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers
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
Steelwork described as 'galvanised' shall be galvanised by means of the hot-dip process after
fabrication. Where welding on site is unavoidable, such welded joints shall be cleaned down
and cold galvanised to approval
Rates to include for procurement, three (3) copies of workshop drawings where required,
fabrication with welding as indicated on drawings, holes, wire brushing, delivery and erection
on site complete Correction of shop drawings shall not constitute a change in scope of work
unless the contractor notifies the principal agent in writing within seven (7) calender days and
shall not proceed with fabrication until so authorised by the principal agent
STEEL COLUMNS AND BEAMS
Welded columns in single lengths with flat section bearer and connection plates bolted to
concrete columns and beams
1 203 x 203 x 46kg/m H-section columns t 9.42
Welded beams in single lengths with flat section bearer and connection plates bolted to
concrete columns and beams
2 203 x 133 x 25kg/m I-section beams t 0.8
3 254 x 146 x 31kg/m I-section beams t 0.2
4 356 x 171 x 57kg/m I-section beams t 0.97
5 IPE 200 profile rafters t 0.27
6 300 x 100mm PFC profile t 2.84
7 195 x 195 x 6mm Square hollow sections t 0.15
C2.2 Bills of Quantities
Elandsfontein/Isando 49 of 96
Bolts to columns, beams, etc
8 High tensile bolts (class 8.8) t 1.47
9
Anchor assembly consisting if four (4 No) M16 straight threaded anchor bolts each 350mm
long with welded 70 x 70 x 10mm plate, caged together with two 50 x 5mm flat sections,
400mm girth each No 30
10 M16 x 220mm cast-in hold down bolts No 8
11 "Hilti" HVU/HAS M16 x 220mm chemical anchor and bolt No 18
STEEL GIRDERS, TRUSSES ETC
Welded portal frames with flat section bearer, gusset and connection plates and L-section
cleats bolted to concrete
12
10 (No) Single pitched portal frames of 406 x 178 x 54kg/m I-section rafters and 203 x 203 x
46kg/m columns, the truss 28 000mm long x approximately 3400mm high extreme and
columns 2293mm high, including tapered ends to rafters t 32.17
Welded roof trusses of angle section rails, struts, braces, cleats, etc and flat section bearer,
gusset and connection plates bolted to steel
13 1 (No) mono pitched lattice trusses 6100mm long x 2145mm high extreme (truss T3) t 0.29
14 4 (No) Mono pitched lattice trusses 7221mm long x 812mm high extreme (truss T8) t 1.02
15 1 (No) mono pitched lattice trusses 7343mm long x 1100mm high extreme (truss T6) t 0.28
16 2 (No) Mono pitched lattice trusses 8794mm long x 1350mm high extreme (truss T4a) t 0.73
17 2 (No) mono pitched lattice trusses 9707mm long x 885mm high extreme (truss T9) t 0.59
18 5 (No) Mono pitched lattice trusses 11114mm long x 1725mm high extreme (truss T7) t 2.23
19 3 (No) mono pitched lattice trusses 11193mm long x 1350mm high extreme (truss T5) t 1.33
20 2 (No) Mono pitched lattice trusses 11231mm long x 1200mm high extreme (truss T4) t 0.87
21 3 (No) mono pitched lattice trusses 11500mm long x 1350mm high extreme (truss T5a) t 1.37
22 4 (No) mono pitched lattice trusses 15932mm long x 2145mm high extreme (truss T2) t 2.47
23 1 (No) mono pitched lattice trusses 15932mm long x 2145mm high extreme (truss T2a) t 0.55
24 3 (No) mono pitched lattice trusses 16142mm long x 2586mm high extreme (truss T12) t 2.05
25 3 (No) Mono pitched lattice trusses 17254mm long x 2144mm high extreme (truss T1) t 2
Bolts to trusses, etc
26 High tensile bolts (class 8.8) t 4.8
27 "Hilti" HVU/HAS M16 x 220mm chemical anchor and bolt No 130
C2.2 Bills of Quantities
Elandsfontein/Isando 50 of 96
PURLINS, GIRTS, BRACING, TRIMMERS, RAFTERS, ETC
Trimmers and welded rafters
28 70 x 70 x 6mm rafters t 2.03
Pre-galvanised purlins and girts bolted to steel
29 100 x 75 x 20 x 2,5mm Cold formed lipped channel girts t 1.48
30 150 x 50 x 20 x 2,0mm Cold formed lipped channel girts t 1.06
31 150 x 75 x 20 x 3,0mm Cold formed lipped channel girts t 1.62
32 75 x 50 x 20 x 3,0mm Cold formed lipped channel purlins t 0.17
33 100 x 75 x 20 x 2,5mm Cold formed lipped channel purlins t 4.5
34 100 x 75 x 20 x 3,0mm Cold formed lipped channel purlins t 0.2
35 125 x 75 x 20 x 3,0mm Cold formed lipped channel purlins t 0.23
36 150 x 50 x 20 x 3,0mm Cold formed lipped channel purlins t 0.81
37 150 x 75 x 20 x 3,0mm Cold formed lipped channel purlins t 5.23
38 200 x 100 x 20 x 3,0mm Cold formed lipped channel purlins t 0.33
39 250 x 100 x 20 x 3,0mm Cold formed lipped channel purlins t 0.36
40 300 x 100 x 20 x 3,0mm Cold formed lipped channel purlins t 0.4
Welded bracing etc with flat section connection plates bolted to steel
41 Angle anti-sag rails t 1.29
42 Angle bracing, etc t 1.2
43 Round sag rods with threaded ends t 0.2
Bolts to purlins, girts, bracing, etc
44 High tensile bolts (class 4.8) t 2.11
PAINTING
Prepare and apply one coat red-oxide primer
On structural steel (workshop application) t 92.11
Prepare and apply one coat universal undercoat and two coats polyurethane paint on steel
45 On structural steel (site application) t 92.11
Total Carried Forward To Section Summary
C2.2 Bills of Quantities
Elandsfontein/Isando 51 of 96
SECTION No. 2
BILL No. 12
METALWORK
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers 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
Sealing frames of doors and windows
Descriptions of metal doors and windows shall be deemed to include sealing at junctions
between frames and walls, sills, etc all around with a continuous fillet of an approved clear
silicone sealant on both sides
Shop drawings, samples and mock-ups
Rates to include for procurement, three (3) copies of workshop drawings where required,
fabrication with welding as indicated on drawings, holes, wire brushing, delivery and erection
on site complete Correction of shop drawings shall not constitute a change in scope of work
unless the contractor notifies the principal agent in writing within seven (7) calender days and
shall not proceed with fabrication until so authorised by the principal agent
STAINLESS STEEL HANDRAILS, BALUSTRADES, ETC
Supplementary Preambles
Rates for balustrades and handrails are deemed to include for all closure ends, intersections,
mitred intersections, ramps, knees, etc as will be required
Welded handrails to stairs
1
60mm Diameter continuous horizontal stainless steel handrails, 1000mm high overall, fixed
with and including 15mm diameter stainless steel rods at 600mm centres fixed to wall with
40mm diameter stainless steel spon cups to conceal fix plate, including all flat section plates,
cleats, etc m 8
2
60mm Diameter continuous raking stainless steel handrails, 1000mm high overall, fixed with
and including 15mm diameter stainless steel rods at 600mm centres fixed to wall with 40mm
diameter stainless steel spon cups to conceal fix plate, including all flat section plates, cleats,
etc m 7
3 Extra over for flat closed end No 2
4 Extra over for ramp or knee No 4
5 Extra over for mitred L-section No 4
GALVANISED STEEL BALUSTRADES
Supplementary Preambles
Rates for balustrades and handrails are deemed to include for all closure ends, intersections,
mitred intersections, ramps, knees, etc as will be required
C2.2 Bills of Quantities
Elandsfontein/Isando 52 of 96
Welded balustrading to balconies
6
Balustrading to balconies 600mm high of 60mm diameter continuous horizontal handrail,
including 4 No 12mm diameter mild steel rods welded horizontally at 100mm centres on and
including 2 No 8 x 45mm flat section posts at varying centres each with 150 x 30 x 5mm flat
section base plate bolted to concrete with and including M8 chemical anchor bolts m 25
7 Extra over for flat closed end No 4
8 Extra over for mitred L-intersection No 4
SUNDRY GALVANISED STEELWORK
Welded bearers to non-load bearing brickwork
9 100 x 18mm Thick stiffener plates kg 814
10 200 x 10mm Thick stiffener plates kg 3179
11 8mm Diameter high tensile steel reinforcing bar welded to plate kg 184
12 150 x 100 x 18mm Flat section plates kg 38
13 200 x 150 x 12mm Flat section plates kg 127
14
M12 "Hilti" HVU/HAS chemical anchors, welded to plate and cast into concrete slab, all in
accordance with manufacturers recommendations No 252
Welded bearers to load-bearing brickwork
15 10mm Diameter stud, 100mm long, welded to plate and cast into ring beam No 180
16
M8 concrete anchor, welded to plate and cast into concrete slab, all in accordance with
manufacturers recommendations No 180
17 20mm Diameter high tensile steel reinforcing bar welded to plate kg 311
18 Fishtail anchors No 720
19 120 x 30 x 10mm Flat section plates kg 57
20 Slip joint, 230mm wide m 270
BURGLAR BARS
10mm Solid square Spanish type "Code B2" or equivalent and approved mild steel burglar
bars, colour black, bolted to frames at opening sections at 150mm centres fixed to walls
21 Steel burglar bars to pattern m2 79
PRESSED STEEL TRANSFORMER ROOM DOORS AND FRAMES
"Durowin" or equivalent and approved
22
Type D.V. steel transformer room door size 1,829 x 2,438mm high with 240 x 1630mm high
door grille to suit one brick wall No 3
ALUMINIUM WINDOWS, DOORS, LOUVRES, ETC
Supplementary Preambles
Tenderers are referred to architect's drawings accompanying these bills of quantities for tender
purposes All dimensions to be confirmed on site prior to manufacturing
Copies of design and shop drawings, samples and mock-ups shall be submitted to the
principal agent for approval prior to commencement of the works
C2.2 Bills of Quantities
Elandsfontein/Isando 53 of 96
Aluminium windows, etc., are to be constructed and installed in accordance with the guidelines
of The Association of Architectural Aluminium Manufactures of South Africa (AAAMSA). Unless
otherwise stated ironmongery is to be the manufacturer's standard
Glazing shall comply with SAGGA regulations. Glass shall be toughened glass as described in
the bills of quantities. Glass thickness shall comply with SAGGA regulations irrespective of the
thickness referred to in the schedules/drawings
Doors and windows shall be supplied with protective tape and plastic which shall be removed
only once surrounding trades have been completed
Ironmongery for windows, doors and shopfronts, including hinges, friction stays, handles, flush
bolts, etc shall be included in the rate of the specific item and shall be installed as part of that
item Ironmongery such as locks, door handles, door closers, etc shall form part of the
Ironmongery bill elsewhere in these bills of quantities
The following certificates shall be provided prior to commencement of the works on site: 1. A
copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor
supplying the architectural aluminium product 2. A certificate of Conformance confirming that
anodising or powder coating has been processed in accordance with SANS 999 and 1796
respectively 3. A powder guarantee of not less than 15 years issued by the powder
manufacturer. The specific condition contained in this guarantee shall form part of the powder
coating process 4. A certificate of Conformance confirming that glazing has been installed in
accordance with SANS 0137, ensuring that safety glazing material have been installed in
mandatory areas and that each individual pane of safety glazing materials has been
permanently marked 5. A warranty from the manufacturer of the laminated safety glass and or
hermetically sealed glazing units guaranteeing products against delamination and colour
degradation for a period of not less than five years
SHOPFRONTS, CURTAIN WALLS, ETC
"Wispeco" or equivalent and approved powder coated aluminium shopfront (colour Matt
Charcoal ANP 3055) with and including all channels, sills, mullions, gaskets, etc with 6mm Low
E laminated safety glass as per SANS 1400 Part N, all to specification and plugged to
brickwork or concrete
23 Purpose made shopfront size 1200 x 2400mm high overall (type SF06) No 7
24 Purpose made shopfront size 1310 x 1940mm high overall (type SF16) No 4
25 Purpose made shopfront size 1310 x 5225mm high overall (type SF15) No 8
26 Purpose made shopfront size 1480 x 1126mm high overall (type SF13) No 2
27
Purpose made shopfront size 2000 x 2400mm high overall with one single door, 975 x
2400mm high (type SF12) No 4
28 Purpose made shopfront size 2000 x 1900mm high overall (type SF09) No 1
29
Purpose made shopfront size 3000 x 2400mm high overall with one double door, 1425 x
2400mm high (type SF08) No 2
30
Purpose made shopfront size 3940 x 2400mm high overall with one single door, 975 x
2400mm high (type SF04) No 3
31
Purpose made shopfront size 4490 x 2400mm high overall with one double sliding door, 1750
x 2400mm high (type SF03) No 2
32 Purpose made shopfront size 4855 x 1615mm high overall, with one side sloping (type SF02) No 1
33
Purpose made shopfront size 4855 x 2400mm high overall with one double door, 1750 x
2400mm high (type SF01) No 1
34 Purpose made shopfront size 5365 x 1126mm high overall (type SF14) No 1
C2.2 Bills of Quantities
Elandsfontein/Isando 54 of 96
35
Purpose made shopfront consisting of two fixed side panels, each 1045 x 2400mm high (type
SF06) and one single door, 1200 x 2400mm high (type SF07) No 1
36
Purpose made shopfront consisting of two fixed side panels, one 1045 x 2400mm high (type
SF06) and the other 2940 x 2400mm high (SF05), and one single door, 1200 x 2400mm high
(type SF07) No 1
37
Purpose made shopfront consisting of three fixed panels, one panel 2860 x 1126mm high
(type SF11) and two side panels 1330 x 1126mm high (type SF10) No 1
38
Purpose made shopfront consisting of four fixed side panels, each 1045 x 2400mm high (type
SF06) and one single door, 1200 x 2400mm high (type SF07) No 1
WINDOWS
"Wispeco" or equivalent and approved powder coated aluminium window (colour Matt
Charcoal ANP 3055) with 6mm Low E laminated safety glass as per SANS 1400 Part N, all to
specification and plugged to brickwork or concrete
39 Fixed pane clerestory windows size 1400 x 600mm high (type W05) No 4
40
Window size 600 x 1200mm high overall with 600 x 600mm high top hung opening window
section (type W02) No 21
41
Window size 1500 x 1200mm high overall with 1500 x 600mm high top hung opening window
section (type W04) No 6
42
Window size 1500 x 1800mm high overall with two 1500 x 600mm high top hung opening
window sections (type W01) No 17
43
Window size 2800 x 600mm high overall with four 700 x 600mm high top hung opening
window sections (type W06) No 4
DOORS
"Wispeco" or equivalent and approved powder coated aluminium doors (colour Matt Charcoal
ANP 3055) with 6mm Low E laminated safety glass as per SANS 1400 Part N, all to
specification and plugged to brickwork or concrete
44 3000 x 2100mm high Sliding double door and frame (type D05) No 4
DOOR FRAMES
"Wispeco" or equivalent and approved powder coated aluminium door frames (colour Matt
Charcoal ANP 3055), all to specification and plugged to brickwork or concrete
45 Frame for door 898 x 2100mm high (type D06) No 15
46 Frame for door 949 x 2125mm high (type D02, D12) No 15
47 Frame for door 949 x 2400mm high (type D01, D03, D10) No 12
48 Frame for door 1036 x 2400mm high (type D11) No 1
49 Frame for double door 1766 x 2100mm high (type D08) No 2
50 Frame for double door 1766 x 2400mm high (type D04, D07) No 4
LOUVRES
Natural anodised aluminium louvre units fixed into timber doors
51 Louvre size 400 x 100mm high (type D10, D11) No 3
52 Louvre size 520 x 200mm high (type D08, D12) No 9
53 Louvre size 700 x 500mm high (type D07) No 2
C2.2 Bills of Quantities
Elandsfontein/Isando 55 of 96
"Wispeco" or equivalent and approved powder coated aluminium extruded slat serving hatch
set in built-in galvanised steel shutter box (colour Matt Charcoal ANP 3055), all to specification
and plugged to brickwork or concrete
54 Serving hatch size 1400 x 1500mm high (type W03) No 1
"Wispeco" or equivalent and approved powder coated aluminium extruded slat attenuator vent
louvre set in built-in galvanised steel shutter box (colour Matt Charcoal ANP 3055), all to
specification and plugged to brickwork or concrete
55 Louvre size 1200 x 2400mm high (type W07) No 2
SHOWER CUBICLE DOORS
"Primador" or equivalent and approved white powder coated aluminium single pivot shower
door, glazed with GSA SmartGlass clear toughened safety glass all fixed complete to walls
including pointing all round both sides of frame, all in accordance with the architect's
specifications and manufacturer's recommendations
56 Shower door 900 x 1800mm high No 8
SECTIONAL OVERHEAD DOORS, ETC
PRESSED STEEL POWDER COATED SECTIONAL DOORS
"Coroma Coroview" or equivalent and approved vertical slider sectional overhead door, all as
per architect's specification and manufacturer's recommendations, bolted to steel (Colour: to
be confirmed)
57
Electrically operated vertical slider sectional door for 4451 x 5000mm high opening with 12 No
aluminium coronet panel inserts and 15 No glass panels inserts, each approximately 1361 x
491mm high, including electrical connection and commissioning (electrical isolator elsewhere)
(type ED) No 10
C2.2 Bills of Quantities
Elandsfontein/Isando 56 of 96
WELDED SCREENS, GATES, ETC
Mild steel welded gates
58
Single gate 1176 x 1870mm high overall consisting of 50 x 50 x 3mm hollow section frame and
50 x 50 x 3mm hollow section horizontal middle rail filled in vertically with 20mm diameter solid
bars at 100mm centres and fitted with a pair of suitable pivot hinges and brackets with fish tail
lugs built into brick walls and including ears for padlock, etc complete (type G02) No 2
GENERAL ALLOWANCE
Carports
59
Allow the budgetary amount of R155,000.00 (One Hundred and Fifty-five Thousand Rand) for
carports Item 1 R 155 000.00
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 13
PLASTERING
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SCREEDS
Screed on concrete
1 30mm Thick on floors and landings m2 1075
2 30mm Thick on treads and risers m2 8
3 85mm Thick under steel columns m2 2
4 Average 35mm thick on floors to falls and currents m2 209
INTERNAL PLASTER
Cement plaster on brickwork to receive tiling, etc.
5 On walls m2 749
6 On narrow widths m2 25
Cement plaster on brickwork
7 On walls m2 2648
8 On narrow widths m2 89
Gypsum skim plaster on brickwork
9 On walls m2 2648
10 On narrow widths m2 89
One coat cement plaster on concrete
11 On walls m2 65
12 On isolated beams m2 147
C2.2 Bills of Quantities
Elandsfontein/Isando 57 of 96
13 On soffits m2 161
EXTERNAL PLASTER
One coat cement plaster on brickwork
14 On walls m2 2025
15 On sloping top, edge and projecting soffit of sills 380mm girth m 45
16 On narrow widths m2 34
Skim finish plaster 5:1 on concrete
Smooth concrete slab to receive gyproc cretestone skim finish plaster
17 On concrete soffits and beams m2 473
18 On concrete columns m2 45
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 14
TILING
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
SUPPLEMENTARY PREAMBLES
Descriptions:
Unless described as "fixed with adhesive to plaster (plaster elsewhere measured)" 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
WALL TILING
Allow the prime cost amount of R150.00/mB2 for 300 x 300mm ceramic tiles fixed with
adhesive to plaster (plaster elsewhere) and flush pointed with tinted waterproof jointing
compound and add for taking delivery, temporary storage, unpacking, fixing in position, waste,
profit. etc
1 On walls m2 749
2 On walls in splashbacks m2 8
3 On projecting and isolated columns m2 44
4 On narrow widths m2 26
5 Fair exposed cutting and fitting around pipe not exceeding 100mm diameter No 54
FLOOR TILING (INDOOR AREAS)
Allow the prime cost amount of R250.00/m2 for 200 x 200mm porcelain floor tiles fixed with
adhesive to screeds (screed elsewhere) and flush pointed with tinted waterproof jointing
compound and add for taking delivery, temporary storage, unpacking, fixing in position, waste,
profit, etc
6 On floors and landings m2 425
7 On sills 115mm wide of cut tiles in stretcher course laid flat m 54
C2.2 Bills of Quantities
Elandsfontein/Isando 58 of 96
8 On treads 270mm wide m 21
9 On risers 150mm high m 21
10 Skirting 75mm high m 408
11 Skirting 150mm high stepped over treads and risers of stairs m 17
Allow the prime cost amount of R350.00/m2 for 600 x 600mm porcelain floor tiles fixed with
adhesive to screed (screed elsewhere) and flush pointing with tinted waterproofing jointing
compound and add for taking delivery, temporary storage, unpacking, fixing in position, waste,
profit, etc
12 On floors and landings m2 368
13 Skirting 75mm high m 309
Allow the prime cost amount of R500/m2 for mosaics, fixed with adhesive to screed (screed
elsewhere) and flush pointed with tinted waterproof jointing compound and add for taking
delivery, temporary storage, unpacking, fixing in position, waste, profit, etc
14 On shower floors to falls m2 14
FLOOR TILING (OUTDOOR AREAS)
Allow the prime cost amount of R250.00/m2 for 200 x 200mm non-slip porcelain floor tiles fixed
with adhesive to screeds (screed elsewhere) and flush pointed with tinted waterproof jointing
compound and add for taking delivery, temporary storage, unpacking, fixing in position, waste,
profit, etc
15 On floors and landings m2 38
16 On risers 85mm high m 9
17 On copings 230mm wide of stretcher course tiles laid sloping m 9
CORNER PROTECTORS, DIVIDING STRIPS ETC.
Kirk Marketing or equivalent and approved trims etc. fixed to brickwork or concrete
18 ASE080 polished aluminium straight edge trim m 1170
19 PVC trim and edging (code 648) m 135
Total Carried Forward To Section Summary
SECTION No. 2
BILL No. 15
PLUMBING AND DRAINAGE (PROVISIONAL)
MODEL PREAMBLES FOR TRADES
For Preambles refer to "MODEL PREAMBLES FOR TRADES 2008". These "MODEL
PREAMBLES", published by the Association of South African Quantity Surveyors, are deemed
to be included in these Bills of Quantities and tenderers are to ensure that they are in
possession thereof.
C2.2 Bills of Quantities
Elandsfontein/Isando 59 of 96
SUPPLEMENTARY PREAMBLES
"Polycop" polypropylene pipes
Polypropylene pipes 54mm diameter and under shall be seamless copper coloured class 16
pipes jointed with "Fast-fuse" heat welded thermoplastic or brass compression fittings as
designed for use with copper pipes as stated.Pipes shall be firmly fixed to walls etc with
coloured nylon snap-in pipe clips with provision for accommodating thermal movement and
jointed and fixed strictly in accordance with the manufacturer's instructions. All pipe diameters
are nominal external.
"Polylink" polypropylene pipes
Polypropylene pipes 63mm diameter and over shall be class 12 pipes jointed with cast iron
"Supraclamp" running joints. Fusion welded bends, once or twice mitred as necessary, and
tees shall be factory manufactured.
Fusion welded bends and tees shall include jointing to pipes with PVC rubber ring double Z
joint couplers. Branch tees shall include flanged and bolted joints to "Polycop" branch pipes in
addition and for brass compression male iron to copper straight couplers.
Reducers shall include jointing to pipes with PVC rubber ring double Z joint couplers and
reducers shall be of sufficient overall length to accommodate same. All pipes shall be jointed
and fixed strictly in accordance with the manufacturer's instructions. All pipe diameters are
nominal external.
uPVC pipes and fittings
Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings. Soil,
waste and vent pipes and fittings shall be solvent weld jointed.
uPVC pressure pipes and fittings
Pipes for water supply shall be of the class stated. Pipes of 40mm diameter and smaller shall
be plain ended 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.
Copper pipes
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 fittings shall comply with ISO 2016.
Only compression fittings shall be used in walls or in ground.
Reducing fittings
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.
Fixing of pipes
Unless specifically otherwise stated, descriptions of pipes shall be deemed to include fixing
and chasing into walls etc, casting in, building in or suspending not exceeding 1m below
suspension level.
Wire gratings
Descriptions of gutter outlets etc shall be deemed to include wire balloon gratings.
C2.2 Bills of Quantities
Elandsfontein/Isando 60 of 96
Laying, backfilling, bedding, etc of pipes
Pipes shall be laid and bedded and trenches shall be carefully backfilled in accordance with
manufacturers' instructions.
Where no manufacturers' instructions exist pipes shall be laid in accordance with clauses 5.1
and 5.2 of each of the following: SABS 1200 L : Medium-pressure pipelines SABS 1200 LD :
Sewers SABS 1200 LE : Stormwater drainageSABS 1200 LC : Cable ductsPipe trenches etc
shall be backfilled in accordance with clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200 DB :
Earthworks (Pipe trenches).Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1, 5.1
to 5.3 and 7 of SABS 1200 LB : Bedding (Pipes). Unless otherwise described bedding of rigid
pipes shall be class B bedding.
Excavations
No claim for rock excavation will be entertained unless the contractor has timeously notified the
quantity surveyor thereof prior to backfilling. "Soft rock" and "hard rock" shall be as defined in
"Earthworks".
Flush pans
Flush pans shall have straight or side outlets and "P" or "S" traps as necessary.
Stainless steel basins, sinks, wash troughs, urinals, etc
Units shall have standard aprons on all exposed edges and tiling keys against walls where
applicable.
Waste unions
Descriptions of waste unions shall be deemed to include rubber or vulcanite plugs and chains
fixed to fittings.
C2.2 Bills of Quantities
Elandsfontein/Isando 61 of 96
RAINWATER DISPOSAL
0,8mm Chromadek fascia gutters and accessories
1 100 x 125mm Ogee eaves gutters m 270
2 Extra over 100 x 125mm Ogee eaves gutter for stopped end No 10
3
Extra over 100 x 125mm Ogee eaves gutter for outlet with nozzle for 200 mm long in bottom of
gutter for 110 mm diameter rainwater pipe including flexible coupling and domical grating No 63
0,8mm Chromadek downpipes and accessories, cast into concrete
4 110mm diameter rain water downpipe fixed to pipe clips at 1000mm centres m 312
5 Extra over 110mm rainwater pipe for bend No 63
6 Extra over 110mm diameter rain water pipe for shoe No 63
"Fulbore" cast iron outlets
7 110mm vertical outlet with flat grating No 14
SANITARY PLUMBING INSTALLATION
Sinks
8
"Franke SA94 grade 304 18/10" or equivalent and approved stainless steel single bowl drop-in
sink with right-hand drainer (code 310507) overall size 900 x 535mm with one 460 x 410 x
120mm deep, fitted into kitchen cupboard worktop (elsewhere), complete with all required
accessories and fixing bolts as per manufacturers specifications No 1
9
"Franke Quinline" or equivalent and approved stainless steel double bowl drop-in sink with
satin finish (code QLX 621-120)) overall size 1200 x 500mm wide, fitted into kitchen cupboard
worktop (elsewhere), complete with all required accessories and fixing bolts as per
manufacturers specifications No 2
Basins
10
"Vaal emerald" or equivalent and approved wall mounted white vitreous china wash hand
basin (code 032) size 415 x 500mm with three semi-punched tapholes, integrated overflow,
and chainstay hole through the centre, bolted to wall with 10mm bolts (code 8448Z0) and
concealed wall brackets complete No 7
11
"Duravit" or equivalent and approved wall mounted white vero handrinse wash hand basin
(code 070225) size 450 x 250mm with one taphole, integrated overflow, and chainstay hole
through the centre, bolted to wall with 10mm bolts (code 8448Z0) and sealed with ABE Dow
corning 785 acetoxy silicone sealnt complete No 1
12
"Vaal weaver" or equivalent and approved rectangular surface mounted vanity (code
704201012) with one tap hole on vanity surface including silicone sealant around edges No 6
13
"Franke" or equivalent and approved wall mounted washtrough (code SIRX 342) in grade 304
stainless steel fitted to pair of stainless steel brackets pop riveted to flange No 2
WC's
14
"Vaal Orchid" or equivalent and approved vitreous china close-coupled WC (White) suite-pan
(code 439100) comprising 90B0 outlet with top inlet pan, fixed on and including floor bracket
(code: 8082Z0) and Jazz thermoset seat (code: 8531Z0) complete with fitments, flush pipe,
dual-flush handle, 110mm "GI Two-way" vent valve, 110mm pan connector etc. and all other
necessary fittings to complete the full installation. No 12
C2.2 Bills of Quantities
Elandsfontein/Isando 62 of 96
15
"Vaal Orchid" or equivalent and approved vitreous china close-coupled WC (White) suite-pan
(code 439100) comprising 90B0 outlet with top inlet pan, fixed on and including floor bracket
(code: 8082Z0) with Geberit concealed cistern for wall-hung water closet and Jazz thermoset
seat (code: 8531Z0) complete with fitments, flush pipe, dual-flush handle, 110mm "GI Two-
way" vent valve, 110mm pan connector etc. and stop valve protection cover for service
opening and protection cover for flush pipe, and all other necessary fittings to complete the full
installation. No 6
Urinal
16
"Vaal Lavatera" or equivalent and approved white vitreous china wall mounted top inlet urinal
(code 705426) including 38mm chromium plated domical grating (code 8787Z0) and
chromium plated top inlet spreader (code 7054Z1), fixed on and including two hanger brackets
(code 8127Z0) and urinal division (code 7052) fixed with and including fixing screws and
hanger brackets No 3
Floor drains
17
Stainless steel floor drain including 70mm water seal to ensure odour free operation complete
as per manufacturers specifications No 12
Sumps, catchpits etc
18 500 x 500 Junction box 500mm deep internally No 8
19 500 x 500 Dished grating and frame No 8
WASTE UNIONS, ETC
Waste unions for basins, sinks, etc shall comprise chromium plated waste union with grating,
rubber washers and locknut
From approved supplier
20
32mm Chrome plated basin waste (code: 301) with 62mm diameter flange, 80mm shank,
slotted, with backnut, plug, chain and stay No 21
21
40mm Chromium plated heavy sink waste (code 310) with 86 diameter flange, 93mm shank,
slotted, with plug and backnut No 4
22 40mm Chrome plated anti-theft plug with spindle (code 309-40) No 19
TRAPS ETC
From approved supplier
23 40mm 373 RB shower P-trap with telescopic drain cover No 10
24 40mm CP deep seal bottle trap with outlet for 50mm PVC (code 365/50) No 22
25 50mm uPVC one-way vent valve No 0
26 110mm uPVC one-way vent valve No 0
TAPS, VALVES, ETC TO SANITARY WARE
From approved supplier
27 Brass 20mm strainer No 2
28 Brass 50mm strainer No 2
29 Brass 50mm Non-return valve No 2
30 Brass 80mm Non-return valve No 2
31 "Cobra Watertech" or equivalent and approved lever ballcock mini MXF (code 1030-15) No 21
32 Angle regulating valve with 350mm long service connector (code 232/350) No 5
C2.2 Bills of Quantities
Elandsfontein/Isando 63 of 96
33
"Cobra Watertech Gala" or equivalent and approved sink mixer (code GA-670) chrome plated,
one hole single lever with swivel outlet and mounting kit, complete as per manufacturer's
specifications No 2
34
"Cobra Watertech Strata" or equivalent and approved chrome plated single lever basin mixer
with 110mm body extension and one taphole (code SA-851R), complete as per manufacturer's
specifications No 7
35
"Cobra Watertech" or equivalent and approved self-closing pillar tap with chrome plated finish
(code COB-KM2-102) non-hold open, including flow controller, backnut and washer complete
as per manufacturers specifications (flow cycle 1-20 seconds) No 6
36
"Cobra Watertech Medishift" or equivalent and approved single lever action basin mixer (code
NM-859) with chrome plated finish No 1
37
"Cobra Watertech" or equivalent and approved chromium plated elbow action wall mixer with
swivel outlet and mounting kit (code 515/055-211) No 2
38
"Cobra Watertech Gala" or equivalent and approved chromium plated single lever shower
mixer (code GA-656) with mounting kit and temperature and flow control cartridge classic
handle No 10
39
"Cobra Watertech" or equivalent and approved chromium plated 200mm diameter water
saving shower head with restricted flow (code 075-150) with ball-joint connector and
removable solid spray nipples for cleaning No 10
40
"Cobra Watertech" or equivalent and approved 15mm standard brass plain bibtap (code 100-
15) with flow straightner, complete as per manufacturer's specifications No 6
41
Stop taps (Code: LO-228-15) one hot and one cold per basin complete as per manufacturers
specifications No 19
42 Stop taps (Code: LO-228-15) per WC complete as per manufacturers specifications No 21
43
12mm Lockable "Cobra" or similar approved rough brass hose bibtap (Code 209/1-15x3/4)
with one hose union with wingnut and lining for 1" hose No 2
44 25mm Pressure reducing valve No 1
45 32mm Pressure control valve No 1
46 "Cobra FJ6000" or equivalent and approved flush valve No 5
47 Samba dual-flush actuator (code 115.770.46.1) in chrome plated matt finish No 5
48 Top inlet flushvalve (code FM1:214) with C-FM8.8 extension lever No 18
49 DP1 flushfit marley SG47 pan collar No 18
SANITARY PLUMBING
Class 12 uPVC pipes, etc including supports
50 32mm Pipes chased into brickwork m 12
51 40mm Pipes m 17
52 50mm Pipes m 16
53 50mm Pipes chased into brickwork m 54
54 110mm Pipes m 15
55 110mm Pipes chased into brickwork m 12
56 50mm Diameter vent piping m 42
57 110mm Diameter vent piping m 36
C2.2 Bills of Quantities
Elandsfontein/Isando 64 of 96
Extra over uPVC pipes for fittings
58 32mm Bend No 14
59 32 x 50mm Reducing junction No 12
60 50mm Bend No 20
61 50mm Access bend No 9
62 50mm Junction No 16
63 50mm Access Junction No 2
64 50mm Access double junction No 6
65 50 x 110mm Reducing junction No 12
66 110mm Bend No 10
67 110mm Junction No 8
68 110mm Access junction No 12
69 110mm Access double junction No 2
70 110 x 50mm Eccentric reducer No 2
71 110mm Pan connector No 18
72 110mm Rodding eye No 10
110mm Admittance air valve/vent valve No 13
Testing
73 Testing waste pipe system Item 1
HOT AND COLD WATER SUPPLY
PEX-B Pipes, etc including supports
74 15mm Pipes chased into brickwork including brown paper lagging m 88
75 25mm Pipes chased into brickwork including brown paper lagging m 91
Extra over PEX-B pipes for fittings
76 15mm Pipes m 68
77 25mm Pipes m 95
Isolating Valves
Ball type Isolating Valve complete with couplings to piping, etc., all strictly in accordance with
Manufacturer's instructions and complying to SANS 1056 - 3
78 15mm Diameter No 4
79 25mm Diameter No 4
WATER METER
Brass bodied type water meter complete with thread connections,valves and all other
necessary fittings to complete the installation. Water meter to be housed in a valve box as per
manufacturer's specification.
80 35 Diameter water meter No 1
C2.2 Bills of Quantities
Elandsfontein/Isando 65 of 96
SUNDRIES
81 Cutting into 110mm uPVC pipe for fixing to 15mm PEX-B pipe No 4
82 Cutting into 110mm uPVC pipe for fixing to 25mm PEX-B pipe No 4
83 All inspections, testing and commissioning of the complete hot and cold water installation Item 1
84
Allow for manual switch over from heat pump mode to geyser mode, in case of failure of heat
pump Item 1
ELECTRIC HOT WATER CYLINDERS
Monoblock Geyser Heat Pump, complete with all necessary fitting,gauges and connections as
per SANS 10254 and 10142-1 requirements.
85
200Litres Monoblock solar geyser heat pump, electric element, insulation material if necessary
and all other necessary accessories No 1
86
300Litres Monoblock solar geyser heat pump, electric element, insulation material if necessary
and all other necessary accessories No 2
87
2.5 square metre solar aperture area Direct Thermosyphon split system complete with
circulation pumps. Pumps and all necessary electrical supply to be provided from the DB.
Complete with Solar connections and all necessary plumbing connections to be provided. No 6
88
15Litre under/over basin water heater c/w all necessary fittings and supporting equipment as
per manufacturer's specifications. No 1
Support frames
89
Supply ,deliver, off-load, store on site support frames including all fixing bolts and accessories
and flashing, complete with shelter from environmental exposures. All solar collector tubes
support frames to be galavanised c/w all necessary fixing bolts. No 3
C2.2 Bills of Quantities
Elandsfontein/Isando 66 of 96
Plumbing fixtures
90
15mm Brass type bib tap, complete with all necessary fittings and connections to external
reticulation. No 1
FIRE PROTECTION, APPLIANCES, ETC
Fire appliances
NOTE:All fire protection equipment to have adequate fire protection signage as per the
National Building Regulations - SANS 0400Contractor to note pricing must include for all SABS
approved piping, nozzles, T's, elbows, connections, penetrations, reducers, etc to make a
complete and workable installationThe complete fire installation to be galvanized piping as per
relevant SANS and local council requirements. All hose reels will be fitted 1 800mm above
floor level and will be fitted with a pressure gauge to easily verify system pressure.
Supply and install SANS62 Medium wall galvanised steel Fire Hydrant Distribution pipes
including cutting or drilling for branch outlets, including preparation, cutting, rolling of grooved
ends, grooved end pipe couplings, jointing, cleaning, testing, bracketing and hangers. Steel
piping installed underground shall be protected using b
Painting and identification of all fire pipe work as per SANS. Painting and marking of all
exposed pipe work, equipment where required. (Colour: Red/Yellow)
91 110mm Pipes laid in and including trenches m 139
92 75mm Pipes laid in and including trenches m 0
93 25mm Pipes laid in and including trenches m 32
Pumps
94 Twin Booster Connection No 1
95 100mm Diameter Non-return valve No 2
Fire equipment
96
4,5kg DCP Fire Extinguisher including hardwood backboard plugged, screwed and pelleted to
wall No 12
97
Supply & Install Fire Hose Reels (30m long) c/w chromium plated 25mm valve, pressure
guage & cock, fittings, fixings, etc. No 6
Fire signage
98
Allow for the production and fixing of all statutory fire signage on chromadek or similar
approved material No 30
Sundries
99
Unreinforced concrete in thrust blocks at bends, tees, etc including necessary extra
excavation, formwork, etc m3 5
100 All inspections, testing and commissioning of the complete fire water installation Item 1
C2.2 Bills of Quantities
Elandsfontein/Isando 67 of 96
SLEEVES
Plastic sleeves for pipes not exceeding 100mm diameter
101 Sleeve not exceeding 250mm long No 40
Plastic sleeves for pipes exceeding 100mm and not exceeding 200mm diameter
102 Sleeve exceeding 250mm and not exceeding 500mm long No 10
HOLES ETC
Core drilling of hole for pipe not exceeding 50mm diameter
103 200mm Reinforced concrete slab, beam, wall, etc No 25
Core drilling of hole for pipe exceeding 50mm and not exceeding 100mm diameter
104 200mm Reinforced concrete slab, beam, wall, etc No 15
TESTING AND QUALITY ASSURANCE
105
On completion, allow for high pressure jet cleaning to the entire internal and external drainage
system on the instruction and to the satisfaction of the engineer Item 1
106
Allow for competent personnel to carry out "Quality Assurance" and necessary documentation
thereof as the contract proceeds. These documents to form part of the monthly certification
documentation Item 1
Total Carried Forward To Section Summary
SECTION 2
BILL No. 16
GLAZING
TOPS, SHELVES, DOORS, MIRRORS, ETC
6mm Silvered float glass copper backed mirrors with polished edges holed for and fixed with
chromium plated dome capped mirror screws with rubber buffers to plugs in brickwork or
concrete
1 Mirror 415 x 900mm high No 14
2 Mirror 1 200 x 800mm high No 2
3 Mirror 3000 x 1500mm high No 2
Total Carried Forward To Section Summary
SECTION 2
BILL No. 17
PAINTWORK
SUPPLEMENTARY NOTES:
Adjoining paint surfaces: The contractor is to take into consideration that the paintwork to the
external facade will be applied to different textures as well as differ in paint specification and
colour adjoining each other. No claims whatsoever for cost or time extention will be
entertained for the above-mentioned
Quality monitoring of paint surfaces: The contractor needs to allow for quality checks of all
primer coats by an approved authority (for example Qualitec) prior commencement of final
coats. No claims whatsoever for cost or time extention will be entertained for the above-
mentioned
C2.2 Bills of Quantities
Elandsfontein/Isando 68 of 96
PAINTWORK ETC TO NEW WORK
SPECIALIST PAINT TO FLOOR COVERINGS
6mm Thick "BASF Ucrete" or equivalent and approved polyurethane floor finish applied by
approved applicator in accordance with manufacturers specifications, complete with trafficable
joints, etc
1 On power floated floors m2 729
ON FLOATED PLASTER
Prepare and apply one coat primer and two coats "Plascon Professional Superior" or
equivalent and approved matt acrylic emulsion paint
2 On internal walls m2 2737
3 On concrete soffits and beams m2 161
4 On concrete walls m2 65
5 On concrete columns m2 5
Prepare and apply one coat primer and two coats "Plascon Surecoat" or equivalent and
approved matt acrylic paint (Colour: white)
6 On soffits m2 161
7 Internal raking soffits m2 5
Prepare and apply one coat of masonry primer, one coat medium texture undercoat and two
coats washable stain resistant pure acrylic paint
8 On external walls m2 2070
9 On sills, thresholds, etc m2 45
ON PLASTER BOARD
Prepare and apply one coat primer and two coats "Plascon Professional Superior" or
equivalent and approved matt acrylic emulsion paint (Colour: white)
10 On ceilings and cornices m2 91
ON WOOD
Prepare and apply one coat wood primer to SABS 1313 "white", one coat universal undercoat
to SABS 681 grade 1 and two coats high gloss polyurethane non drip enamel paint to SABS
630
11 On doors and frames m2 139
Three coats "Nova 17" or equivalent and approved polyurethane matt varnish
12 On doors and frames m2 36
Prepare and apply one coat wood primer, one coat universal undercoat and two coats
polyurethane alkyd enamel paint
13 On skirtings, rails, etc not exceeding 300mm girth m 95
C2.2 Bills of Quantities
Elandsfontein/Isando 69 of 96
ON METAL
Spot priming defects in pre primed surfaces with zinc chromate primer and applying one coat
universal undercoat and two coats gloss enamel paint on steel
14 On doors and door frames m2 26
15 On gates, grilles, burglar screens, balustrades, etc (both sides measured over the full flat area) m2 53
Total Carried Forward To Section Summary
SECTION 2 SUMMARY
Earthworks
Foundations
Concrete, Formwork and Reinforcing
Masonry
Waterproofing
Roof Coverings etc
Carpentry and Joinery
Ceilings, Partitions and Access Flooring
Floor Coverings, Wall Linings etc
Ironmongery
Structural Steelwork
Metalwork
Plastering
Tiling
Plumbing and Drainage
Glazing
Paintwork
Total Carried Forward To Final Summary
SECTION 3
BILL No.1
SITE SERVICES (PROVISIONAL)
SUPPLEMENTARY PREAMBLES
"Polycop" polypropylene pipes:
Polypropylene pipes 54mm diameter and under shall be seamless copper coloured class 16
pipes jointed with "Fast-fuse" heat welded thermoplastic or brass compression fittings as
designed for use with copper pipes as stated
Pipes shall be firmly fixed to walls etc with coloured nylon snap-in pipe clips with provision for
accommodating thermal movement and jointed and fixed strictly in accordance with the
manufacturer's instructions
All pipe diameters are nominal external
C2.2 Bills of Quantities
Elandsfontein/Isando 70 of 96
"Polylink" polypropylene pipes:
Polypropylene pipes 63mm diameter and over shall be class 12 pipes jointed with cast iron
"Supraclamp" running joints
Fusion welded bends, once or twice mitred as necessary, and tees shall be factory
manufactured
Fusion welded bends and tees shall include jointing to pipes with PVC rubber ring double Z
joint couplers
Branch tees shall include flanged and bolted joints to "Polycop" branch pipes in addition and
for brass compression male iron to copper straight couplers
Reducers shall include jointing to pipes with PVC rubber ring double Z joint couplers and
reducers shall be of sufficient overall length to accommodate same
All pipes shall be jointed and fixed strictly in accordance with the manufacturer's instructions
All pipe diameters are nominal external
Concrete pipes:
Pipes shall be jointed with ogee joints with rubber collars or socket and spigot joints with
rubber rings
Vitrified clay pipes:
Pipes shall rest on solid ground and, where necessary, pockets of sufficient size shall be cut
around joints to enable the jointing to be properly performed or, alternatively, pipes shall be
bedded full length on and including unreinforced concrete laid in a semi-dry state immediately
before pipes are laid
Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings
uPVC pipes and fittings:
Soil, waste and vent pipes and fittings shall be solvent weld jointed
uPVC pressure pipes and fittings:
Pipes for water supply shall be of the class stated
Pipes of 40mm diameter and smaller shall be plain ended 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
Copper pipes:
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 fittings shall comply with ISO 2016.
Only compression fittings shall be used in walls or in ground
Fixing of pipes
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
C2.2 Bills of Quantities
Elandsfontein/Isando 71 of 96
Lead pipes and fittings
All soldered joints shall be wiped and brass unions shall be used for jointing lead to steel
Reducing fittings
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
Wire gratings
Descriptions of gutter outlets etc shall be deemed to include wire balloon gratings
Septic tanks
Descriptions of septic tanks shall be deemed to include excavation, bedding and jointing,
concrete base slabs, jointing to drains and backfilling, compaction, etc all in accordance with
the manufacturer's instructions
Exposed concrete surfaces
Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye marker slabs,
gulley tops, cleaning eye tops, catchpits, inspection chambers, etc shall be finished smooth
with plaster
Excavations
No claim for rock excavation will be entertained unless the contractor has timeously notified the
quantity surveyor thereof prior to backfilling
"Soft rock" and "hard rock" shall be as defined in "Earthworks"
Laying, backfilling, bedding, etc. of pipes
Pipes shall be laid and bedded and trenches shall be carefully backfilled in accordance with
manufacturers' instructions
Where no manufacturers' instructions exist pipes shall be laid in accordance with clauses 5.1
and 5.2 of each of the following: SABS 1200 L : Medium-pressure pipelines SABS 1200 LD :
Sewers SABS 1200 LE : Stormwater drainage Pipe trenches etc shall be backfilled in
accordance with clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200 DB : Earthworks (Pipe trenches)
Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1, 5.1 to 5.3 and 7 of SABS 1200
LB : Bedding (Pipes). Unless otherwise described bedding of rigid pipes shall be class B
bedding
Steel sectional water tanks
Tanks shall comply with SABS CKS 114
"Densyl" petrolatum anti-corrosion tape as manufactured by Denso SA (Pty) Ltd.
Pipes to be taped shall be coated with the appropriate primer and the tape shall be applied
with minimum 15mm lap per spiral unless otherwise described
Couplings and fittings to pipes shall be taped in strict accordance with the manufacturer's
instructions including all mastic, tape, "Layflat" sheeting, securing of same, etc
C2.2 Bills of Quantities
Elandsfontein/Isando 72 of 96
STORMWATER DRAINAGE
Excavate in all materials for storm water drainage, compact and dispose of surplus material
[C# 8.3.2]
Class 100D concrete stormwater pipes up to 450mm diameter for depths: Over and Up to:
1 1,0m to 2,0m m 168
Extra over for (Provisional):
2 Soft rock/Intermediate excavation [C# 8.3.2 (b1)] m3 25
3
Hard rock excavation: rate to include excavation and transportation of excavated hard rock to
a location to be identified by the contractor [C# 8.3.2 (b2)] m3 16
4
Excavate of unsuitable material from trench bottom and dispose to suitable location to be
identified by the contractor (Provisional) [C# 8.3.2 (c)] m3 115
Bedding (Class C)
From commercial sources:
5 Selected granular material - bedding m3 82
6 Selected fill material - blanket m3 33
Excavation Ancillaries
Make up deficiency in backfill material (provisional) [C# 8.3.3.1]
7 From other necessary excavations on site m3 49
8 By importation from commercial or of-site sources selected by the Contractor m3 20
C2.2 Bills of Quantities
Elandsfontein/Isando 73 of 96
Pipework
Class 100D concrete pipes
Supply, lay and bed according to manufacturers specifications
9 375mm diameter m 168
Construct catch pit (including covers) according to Engineer specifications for depths: Over
and Up to:
10 0,5m to 1,0m m 3
Sundries
11 Connect to existing system [SANS 1200LD; C# 8.2.11] No 2
SOIL DRAINAGE
Excavation [SANS 1200DB]
Excavate by machine in all materials for trenches, backfill, compact to 93% of MoD. AASHTO
(100% for sand) and dispose of surplus material [C# 8.3.2]
Class 34 uPVC pipes up to 250mm diameter for depths: Over and Up to:
12 0,0m to 1,0m m 441
Extra over for (Provisional):
13 Soft rock/Intermediate excavation [C# 8.3.2 (b1)] m3 50
14
Hard rock excavation: rate to include excavation and transportation of excavated hard rock to
a location to be identified by the contractor [C# 8.3.2 (b2)] m3 33
15
Excavate of unsuitable material from trench bottom and dispose to suitable location to be
identified by the contractor (Provisional) [C# 8.3.2 (c)] m3 231
Bedding (Class C)
From commercial sources:
16 Selected granular material - bedding m3 165
17 Selected fill material - blanket m3 66
Excavation Ancillaries [SANS 1200 DB]
Make up deficiency in backfill material (provisional) [C# 8.3.3.1]
18 From other necessary excavations on site m3 99
19 By importation from commercial or of-site sources selected by the Contractor m3 40
Existing services [C# 8.3.5]
Services that intersect a trench
20 Pipes up to 600mm diameter No 10
21 Cables No 15
22 Telkom optic fibre cables No 5
Services that adjoin a trench
23 Pipes up to 600mm diameter m 15
24 Cables m 10
25 Kerbs m 35
C2.2 Bills of Quantities
Elandsfontein/Isando 74 of 96
26 Road m 15
27 Telkom optic fibre cables m 5
Pipework
Supply, handle, lay, bed (bedding as for flexible pipes), Class 34, uPVC sewer pipes [C# 8.2.1]
28 110mm diameter m 79
29 160mm diameter m 362
160mm diameter vertically or ramped to rodding eyes, etc m 8
Extra over class 34 uPVC pipes for uPVC fittings
30 110mm Bend No 6
31 110mm Junction No 3
32 160 x 110mm Taper pipe No 3
33 160mm Bend No 26
34 160mm Junction No 10
35 160mm Access junction No 6
Construct manholes (including covers) according to Engineer specifications for depths: Over
and Up to:
36 0,5m to 1,0m No 13
Oil & grease traps
37
3 x Compartment concrete oil & grease trap including 3no covers and frames, etc complete as
per engineer's specification on drawing no. 16-0373107C/T/06 No 1
38 Sumps, catchpits, inspection chambers, etc (including gratings and covers) No 2
Sundries
39 Concrete encasing to 160mm horizontal pipes m 209
40 Concrete encasing to 160mm vertical pipes m 8
41 100mm Cast iron "ABC" cleaning eye - RE No 6
42 Connect to existing system [SANS 1200LD; C# 8.2.11] No 1
43 Testing soil drainage system Item 1
WATERMAINS
Services that intersect trenchs [C# 8.3.5 (a)]:
44 Pipes up to 600mm diameter No 12
45 Cables No 15
46 Telkom optic fibre cables No 5
Services that adjoin a trench
47 Pipes up to 600mm diameter m 10
48 Cables m 5
49 Telkom optic fibre cables m 5
C2.2 Bills of Quantities
Elandsfontein/Isando 75 of 96
50 Kerbs m 25
51 Road m 35
Excavation [SANS 1200DB]
Excavate by machine in all materials for trenches (970mm wide, domestic and fire lines in
same trench), backfill, compact and dispose of surplus material [C# 8.3.2 (a)]
52
Water mains for, not exceeding 250mm diameter pipes exceeding 1m and not exceeding 1.5m
deep m 469
Extra over for [C# 8.3.2 (b)]:
53 Soft rock/Intermediate excavation [C# 8.3.2 (b1)] m3 49
54
Hard rock excavation [C# 8.3.2 (b2)]. Rate to include excavation and transportation of
excavated material to a location to be identified by the contractor m3 32
Excavation Ancillaries
Make up deficiency in backfill material (provisional) [C# 8.3.3.1]
55 From other necessary excavations on site m3 65
Imported backfill materials from:
56 Commercial or off-site sources selected by Contractor. m3 78
57 Compaction in road reserves [C# 8.3.3.3] m3 32
Bedding from commercial sources [SANS 1200 LB]
58 Selected granular material [C# 8.2.2.3] m3 162
59 Selected fill material [C# 8.2.2.3] m3 65
Pipework [SANS 1200 L]
Supply, handle, lay, bed (bedding as for flexible pipes), and disinfect, Class 12, uPVC pipes
[C# 8.2.1]
60 75mm Diameter pipes m 292
61 110mm Diameter pipes m 178
Extra over pipes for supply, handle, lay, bed, specials and fittings, including cutting pipes to
length where required for uPVC bends class 16 uPVC with socket couplings [C# 8.2.2/3]
62 75mm 90 degree bend No 15
63 75mm 45 degree bend No 5
64 75 x 75mm T-piece No 4
65 75 x25mm Reducer T-piece No 4
66 75mm End cap No 2
67 110mm 90 degree bend No 16
68 110mm 45 degree bend No 4
69 110 x 110mm T-piece No 2
70 110mm End cap No 2
C2.2 Bills of Quantities
Elandsfontein/Isando 76 of 96
Fire hydrants in accordance with Engineer specification on diameter, installed complete with all
fittings
71
Supply and installation Fire Hydrant complete with 65 mm dia brass right angle fire hydrants
complete with and all accessories mounted inside cabinets (if required) and/or surface
mounted and connected to piping. No 2
72 Concrete anchor/thrust blocks, prescribed concrete Grade 15 m3 2
Flanged resilient seal gate valve fitted to flange adaptor
73 65mm Diameter No 2
Valve and hydrant brick chambers (including covers)
74 Valve chamber as per Detail Drawing No 4
75 Fire Hydrant chamber as per detail drawing No 2
Building connections:
Supply, lay, bed, backfill and test building connections
76 25mm diameter Class 16 uPVC pipes m 2
Extra over for fittings and specials:
C2.2 Bills of Quantities
Elandsfontein/Isando 77 of 96
Saddles to Engineer specification (see typical detail on drawing), complete with packings,
bolts, nuts, and couplings for use on:
77 25mm Class 16 uPVC pipes No 4
Male threaded elbow:
78 25mm diameter No 4
79 75mm diameter No 4
80 110mm diameter No 2
81 Markings on kerb for Valves and Fire Hydrants No 6
Connecting to existing pipeline
82 160mm Class 12 uPVC pipe No 1
Non-return valves
83 75mm Diameter No 3
84 110mm Diameter No 2
Ancillaries
85 Irrigation tap No 2
Sundries
86
Unreinforced concrete thrust blocks at bends, tees, etc including necessary extra excavation,
formwork, etc m3 2
87 Testing water pipe system Item 1
Total Carried Forward To Section Summary
SECTION 3
BILL No. 2
ROADWORKS, PARKING AREAS, ETC (PROVSIONAL)
SUPPLEMENTARY PREAMBLES
General
Wherever possible abridged descriptions have been used for those items in this Bill which
appear under the main trade headings in subsequent Bills. The full descriptions of these items
in the Preambles, as referred to above, to the various trade bills are to, and do apply equally to
this section The descriptions are generally in accordance with the most recent edition of The
Standard System for Measuring Building Work.Special reference is made to SABS 1200
specifications for civil worksSpecial reference is made to Specifications and details of
Department of Public Works Drainage Detail (December 1998)Special reference is made to
Specifications of Materials and Methods to be used of Department of Public Works (DP 371)
Protection of existing services
The contractor must make allowance against the relevant items for the following: (a)
Necessary care to be taken when excavating near existing services in or across the path of
excavations (b) Protection and maintaining such service in operation by means of temporary
supports or shoring as necessary (c) Delays and disruption of the progress of the work due to
the existence of the service (d) Repairs necessitated by damage caused by the contractor
C2.2 Bills of Quantities
Elandsfontein/Isando 78 of 96
Controlling and re-routing of traffic
The contractor must make allowance next to the relevant item for the following: (a) Temporary
road traffic signs required for controling traffic (b) Construction and maintenance of bypass/es
and associated facilities where and when required (c) Warning lights, flagmen, barricades
where and when required (d) Ensure that the road is open at the end of each day's work and
is left in good and safe trafficable condition complete with signs and the necessary protection
facilities
SABS specifications references
Where reference is made to SABS 1200 specifications (all sections) it will be deemed to
exclude clause 8 "Measurements and Payments"
Nature of ground
Descriptions of excavations shall be deemed to include all ground conditions classifiable as
"earth" Conditions of a more difficult character are indicated and these are separately
measured.
Carting away of excavated material
Descriptions of carting away of excavated material shall be deemed to include loading
excavated material onto trucks directly form the excavations or, alternatively, from stock piles
situated on the building site
Type and quality of material supplied by the Contractor
The type and quality of imported materials G3, G4, G5 & G7 supplied by the contractor must
comply with TRH 14 "Guidelines for road and construction materials" issued by CSIR Where
sand is substituted for imported material type G7, or where sand is in situ, the compaction is to
be 100% Mod AASHTO density to a depth of 400mm for in-situ sand
INTERLOCKING PLANTER BLOCKS
"Loffelstein" precast concrete interlocking planter blocks finished smooth on exposed surfaces
1
Retaining structure with stepped face and curves as required to suit slopes of 65 degrees
"Loffelstein L300" interlocking planter blocks laid with horizontal bed joints to 5 degree slope
including backfilling with earth obtained from the excavations including cement stabilization as
deemed necessary and filling the blocks with garden soil lightly tamped as the work proceeds m2 88
ROADWORKS (MINOR ROADS)
Preparation of site [1200DM]
Rip, shape and compact in-situ road-bed material to minimum 93% Mod AASHTO density
(100% for sand) [C# 8.3.3]
2 150mm for roads and parking m2 2666
3 150m for platforms m2 2712
Earthworks [SANS 1200 DM]
Open face excavation over sloping site
4
Open face excavation to form platform under parking areas etc and depositing excavated
material over site including haulage not exceeding 1km from perimeter of excavations m3 2151
Extra over for (Provisional):
5
Intermediate rock excavation: rate to include excavation and transportation of excavated hard
rock to a location to be identified by the contractor [C# 8.3.2 (b2)] m3 323
6
Hard rock excavation: rate to include excavation and transportation of excavated hard rock to
a location to be identified by the contractor [C# 8.3.2 (b2)] m3 215
C2.2 Bills of Quantities
Elandsfontein/Isando 79 of 96
7
Excavate and dispose of unsuitable material from trench bottom to suitable location to be
identified by the contractor (Provisional) m3 1345
Sub-grade [SANS 1200 DM]
8
Over site of G9 material in accordance with SABS 1200 DM compacted to 93% AASHTO
density m3 407
Sub-base [SANS 1200 ME]
9
Over site of G5 material in accordance with SABS 1200 DM compacted to 95% Mod AASHTO
density m3 807
Base [SANS 1200 MFL / SDM8-3]
10
Over site of G4 material (stabilized with 2% cement, C4) in accordance with SABS 1200 DM
compacted to 95% Mod AASHTO density m3 807
Keeping excavations free of water
11 Keeping excavations free of all water other than subterranean water Item 1
Prescribed density tests on filling
12 'Modified AASHTO Density" tests No 108
Soil insecticide
13
Under floors etc including forming and poisoning shallow furrows against foundation walls etc,
filling in furrows and ramming m2 5378
Precast concrete block road surfacing
Segmented paving [SANS 1200 MJ]
Construction of paving complete as per specification inclusive of 20mm sandbed [C# 8.2.2]
14
80mm Class 35 MPa concrete type S-A Light grey interlocking pavers to SANS 1058 laid in
herringbone pattern on roads and parking m2 2123
Cutting units to fit edge restraints [C# 8.2.3]
15 Radius not exceeding 20m m 25
16 Radius exceeding 20m and straight sections m 145
Concrete hardstand
35MPa/19mm unreinforced concrete
17 Surface beds cast in panels m3 542
Making and testing concrete strength test cubes
18 150 x 150 x 150mm Test cubes No 98
Finishing top surfaces of concrete with a power float and a coarse hard grass broom
19 Surface beds, slabs, etc to falls and currents m2 2712
Movement joints with 10mm bitumen impregnated softboard through concrete surface beds
20 10mm Joints not exceeding 300mm thick m 285
C2.2 Bills of Quantities
Elandsfontein/Isando 80 of 96
Saw-cut joints
21 3 x 43mm Joints in top of concrete surface beds and reamed 8mm wide x 8mm deep m 1329
Vertical joggle construction joints through concrete, including thick cement slurry to one face
22 Surface beds not exceeding 300mmm thick and reamed 8mm wide x 8mm deep m 271
Two-part grey polysulphide sealing compound, including backing cord, bond breaker, primer,
etc
23 8 x 8mm In joints in top of surfaces m 1329
24 10 x 10mm In joints in top of surfaces, including raking out expansion joint filler as necessary m 271
Kerbing
Kerbing and channelling [SANS 1200 MK / C# 8.2.2 / SDMK8-1]
Precast concrete mountable kerbs on concrete bedding according to detail drawing [SDMK 5-
1]:
25
180 x 280mm High semi-mountable kerbs (SANS 927 Fig 7a) with 150 x 150 x 300mm
unreinforced concrete haunching at the back of each joint, including excavation, backfilling, etc
- BK4 m 882
26
180 x 280mm High semi-mountable kerbs (SANS 927 Fig 7a) with 150 x 150 x 300mm
unreinforced concrete haunching at the back of each joint, circular on plan exceeding 4m
radius, formed with including excavation, backfilling, etc - BK2 m 128
27
300 x 125mm High channels forming V-channels (SANS 927 Fig 14) with 150 x 150 x 300mm
unreinforced concrete haunching at the back of each joint, including excavation, backfilling, etc
- 2 x C1 m 276
28
300 x 125mm High channels forming V-channels (SANS 927 Fig 14) with 150 x 150 x 300mm
unreinforced concrete haunching at the back of each joint, circular on plan exceeding 4m
radius, including excavation, backfilling, etc - 2 x C1 m 25
29
65 x 150mm High edge beam (SANS 927 Fig 13) with 150 x 150 x 300mm unreinforced
concrete haunching at the back of each joint, including excavation, backfilling, etc - E1 m 221
30
65 x 150mm High edge beam (SANS 927 Fig 13) with 150 x 150 x 300mm unreinforced
concrete haunching at the back of each joint, circular on plan exceeding 4m radius, including
excavation, backfilling, etc - E1 m 25
Waterproofing
One layer of 375 micron "Gundle Hyperlastic Orange" waterproof sheeting sealed at laps with
"Superstick" tape
31 Under paving etc m2 5378
Stormwater channels
Concrete stormwater channels
32 Excavation not exceeding 2m deep for channels m3 58
33 Risk of collapse of sides of excavations not exceeding 1,5m deep m2 137
34 35MPa/19mm reinforced concrete in bottoms and sides of channels m3 39
35 Finishing bottoms of channels smooth with a steel trowel to falls m2 89
36 Rough formwork (degree of accuracy II) to sides of channels m2 137
C2.2 Bills of Quantities
Elandsfontein/Isando 81 of 96
37 Smooth formwork (degree of accuracy I) to sides of channels above sloping bottoms m2 105
38 20 x 20mm Deep recess in sides along top edges for concrete channels m 210
39
10mm Expansion joints with "Flexcell" softboard between concrete bottoms of channels not
exceeding 300mm high m 30
40
10mm Expansion joints with "Flexcell" softboard between concrete sides of channels not
exceeding 300mm wide m 14
41 Type 193 fabric reinforcement in concrete bottoms and sides of channels m2 194
42
30 x 30 x 3mm Angle section corner protectors in varying lengths with 25 x 3mm x 50mm
long flat section bent lugs each 150mm girth welded on at 300mm centres, including
embedding in concrete kg 309
43 Extra over for mitred and welded L-intersection No 16
44
"Mentis" or equivalent and approved grating of 500mm wide banded panels with 30 x 4,5mm
bearer bars in suitable lengths m 105
Ancillary roadworks [SANS 1200 MM]
Road markings [C# 8.4.1]
Prepare and apply one coat white reflective road marking paint on rough concrete surfaces,
paving surfaces and/or asphalt road surfaces
45 100mm Wide line (solid) m 150
46 300mm Wide line (solid) m 24
47 Parking bay numerals 150mm wide extreme No 26
48 Type RTM1 sign road marking "STOP" 3000 x 1500mm wide extreme No 2
49 Type WM5 sign road marking "YIELD" 3000 x 1500mm wide extreme No 2
50 Type RM17.3 "wheelchair" sign road marking 1200 x 1200mm wide extreme No 2
51 Type WM7.3, 4000 x 1000mm wide (extreme) traffic arrow No 12
52 6000 x 2000mm Wide (extreme) traffic island No 2
C2.2 Bills of Quantities
Elandsfontein/Isando 82 of 96
Supply and erect road signs, galvanized, constructed from 1,6 mm thick sheet steel, with
painted background, symbols, characters legends and borders in engineering grade retro-
flective material, complete with pole, mountings and concrete [C# 8.3.6]
53 Standard road sign type R1 [C# 8.3.6] No 2
54 Standard road sign type R2 [C# 8.3.6] No 4
55 Standard road sign type W204 and R201-20 fixed together [C# 8.3.6] No 2
56 Standard road sign type W306 [C# 8.3.6] No 3
BOUNDARY WALLS
Rates for boundary walls are to include for taking all necessary precautions to ascertain
position of and preventing damage to services in ground over which such boundary walls are
to be constructed. Nevertheless, the Contractor shall bear the full responsibility for any such
damage to services which may occur and the cost of consequent repairs shall be for the
Contractor's account, and rates shall include for the occurrence of this risk. The Contractor is
to allow for leveling, filling and excavating to maintain a regular ground level at finished ground
level and the bottom of the boundary wall.
57
Boundary wall consisting of a one and a half brick wall, 2800mm high, with 300 x 300mm wide
brick piers every 10m filled in with concrete, including 700 x 250mm thick 25MPa reinforced
concrete footing (95kg/m3), 200mm high one and a half brick wall in foundations, including bar
reinforcement and necessary waterproofing under and to sides of walls, 2600mm high one and
a half brick wall in superstructure, including bar reinforcement and finished both sides with
"Firelight satin" or equivalent and approved face brickwork in stretcher bond pointed with
recessed joint, 2770mm high, with facebrick brick-on edge header course coping pointed with
recessed joints on all exposed faces, including movement joints formed of 10mm thick
softboard built-in vertically between brickwork every 5m c/c and uPVC weepholes built into
brick walls at relevant intervals, all in accordance with the architect's specifications and
engineer's drawings m 297
Welded mild steel gates, etc
58
Motorized security sliding gate 4 200 x 1 800mm high overall including heavy duty rail, 3mm
diameter galvanized wire with aperture size 76.2mm x 25mm complete with hot dipped
galvanized finish then marine fusion bond coated (acid modified), inclusive of welded gate
frame consisting of 100 x 100mm posts with stays set in and including 20 x 20mm rails, on 500
x 500 x 500mm concrete bases, etc No 1
59
Single pedestrian gate 1200 x 1800mm high overall consisting of 50 x 50 x 3mm hollow
section frame and 50 x 50 x 3mm hollow section horizontal middle rail filled in vertically with
20mm diameter solid bars at 100mm centres and fitted with a pair of suitable pivot hinges and
brackets with fish tail lugs built into brick walls and including ears for padlock, etc complete
(type G03) No 1
LANDSCAPING
60
Allow the budgetary amount of R450,000.00 (Four Hundred and Fifty Thousand Rand) for
landscaping Item 1 R 450 000.00
Total Carried Forward To Section Summary
SECTION 3 SUMMARY
Site Services
Roadworks, Parking Areas, etc
Total Carried Forward To Final Summary
C2.2 Bills of Quantities
Elandsfontein/Isando 83 of 96
SECTION 4
BILL No. 1
ELECTRICAL INSTALLATION
PROJECT AND GENERAL SPECIFICATIONS
The project and general specifications applicable to the electrical work are issued as separate
documents which form part of the tender documentation. No specific reference in the
descriptions in these bills of quantities is made to particular clauses in these specifications.
Tenderers are however to acquaint themselves fully and read the descriptions closely with the
applicable clauses in these specifications for the full intent and meaning of each description.
SUPPLEMENTARY PREAMBLES
The firm which is to carry out the electrical work shall be a firm of experienced specialists to be
employed as a domestic subcontractor to the main contractor.
The measurement of these quantities is based on the contract drawings and will not be subject
to adjustment except in compliance with an order in writing. The quantities for cables, conduit
and conductors are assessed in relation to indicated positions of distribution boards and
outlets etc. and are taken as final unless the contractor is in disagreement, to which end he will
be required to indicate on drawings the sizes and routes of all cables and conduits for each
circuit as built. Similarly the numbers and sizes of conductors in each conduit must be
indicated. This information must be verified by the representative/agent and passed on to the
quantity surveyor for adjustment if necessary. All payments for work done will be based on the
original quantities unless the quantities for the cables, conduits and conductors have been
adjusted in terms of the foregoing.
Prices for conduits shall include for fixing to all types of surfaces, in chases including chasing
and making good, casting in or building into brickwork etc.
GENERAL ITEMS AND PRELIMINARIES
1 Items firm and fixed for duration of contract Item 1
a) Registration as contractor
b) Site establishment
c) Site supervision by accredited person including travel, subsistence, etc.
d) Quality assurance
e) Storage of material, containers and security
f) Contractors insurance
g) Safety Equipment for Workers
h) Health & Safety Plan for Project
i) Provision of a quality control inspector reporting to the Electrical Engineer for the duration of
the contract
j) Amount for carrying out of disturbing work for the duration of the contract
k) Transport of material for storage including installation and disposal of components. The
contractor to provide all required scaffolding, cherry picker, personnel/ operators, ladders,
tools, etc as required.
ELECTRICAL DISTRIBUTION (DETAILS AS PER SCHEMATIC DRAWINGS)
Pricing of items must include for the supply, transport, delivery, testing and off-loading of all
material and equipment including installation, erection, commissioning, labelling, consumables
and handing over in a complete working condition of the works
Supply and install surface mounted distribution boards complete with frames, sub-
frames, doors, chassis, fixtures, fittings, space, busbars, etc as per specification and
drawings
Main Distribution Board
2
Distribution board, 10kA, main, motorized changeover, 1,6mm mild steel, power coated,
busbar included, wired, labelled No 1
C2.2 Bills of Quantities
Elandsfontein/Isando 84 of 96
Distribution Boards to Engine bay and Admin building
3
Distribution board, size medium, 5kA, 1,6mm mild steel, power coated, busbar included, wired,
labelled, normal and backup dedicated sections No 2
Distribution Boards to Guardhouse and Washbay
4
Distribution board, size small, 5kA, 1,6mm mild steel, power coated, busbar included, wired,
labelled No 2
Generator
5 50kVA Backup Diesel Generator No 1
UPS Back-up power
6 30kVA UPS, three phase, online double conversion, 15 minute backup batteries, with cabinet Item 1
Sundries
7 Municipal electricity application and MV services to property minisub location Item 1
CABLE TRAY AND ACCESSORIES
Galvanised medium duty cable tray with adjustable splice sets,including all fixing on
P2000 brackets suspended from steelwork or concrete soffits with 10mm threaded rods
at 1000mm centres, etc complete as per the specification (bends,tees,etc elsewhere
measured)
8 300mm m 120
Fittings and accessories
300mm wide
9 Horizontal elbow No 4
10 Internal elbow No 4
11 Tee No 2
CABLING AND ACCESSORIES
600/1000 V grade PVC/PVC/SWA/PVC stranded copper conductor cable including
terminations
Cable fixed to cable tray or drawn into sleeves and or laid into trenches (cable tray, sleeves
and trenching elsewhere measured)
12
3 x 1,5mm² PVC general purpose copper wire, including accessories and termination -
Building lights m 1500
13
3 x 2,5mm² PVC general purpose copper wire, including accessories and termination -
Building sockets m 1200
14
3 x 1,5mm² PVC Surfix copper wire, including accessories and termination - Engine bay and
outside lights m 500
15
3 x 2,5mm² PVC Surfix copper wire, including accessories and termination - Engine bay
sockets m 500
600/1000 V grade PVC/PVC/SWA/PVC stranded copper conductor cable (terminations
measured elsewhere)
Cable fixed to cable tray or drawn into sleeves and or laid into trenches (cable tray, sleeves
and trenching elsewhere measured)
16 3C x 1,5mm² PVC copper SWA armoured m
17 3C x 2,5mm² PVC copper SWA armoured m 500
C2.2 Bills of Quantities
Elandsfontein/Isando 85 of 96
18 3C x 4mm² PVC copper SWA armoured m 500
19 4C x 70mm² PVC copper SWA armoured m 200
20 1C x 25mm² BCEW m 100
21 4C x 25mm² PVC copper SWA armoured m 100
22 4C x 50mm² PVC copper SWA armoured m 100
23 4C x 16mm² PVC copper SWA armoured m 50
24 1C x 10mm² BCEW m 300
25 3C x 10mm² PVC copper SWA armoured m 300
Cable terminations complete, including gland shrouds, lugs, number tags, tape, etc and
connecting
26 Termination of 4C x 35-300mm² PVC copper armoured, including accessories No 6
27 Termination of 4C x 10-35mm² PVC copper armoured, including accessories No 18
SMALL POWER AND LIGHTING
Heavy duty Class 34 uPVC pipe ducts to SABS 791 with draw wire for electrical
Sleeves and conduits laid in trenches, including accessories (trenches measured
elsewhere)
28 25mm Diameter m 1000
29 32mm Diameter m 500
Kableflex HDPE pipe ducts to SABS 791 with draw wire for electrical
Sleeves and conduits laid in trenches, including accessories (trenches measured
elsewhere)
30 50mm Diameter m 500
31 110mm Diameter m 150
Galvanised conduit and accessories
Conduit surface mounted to brickwork,concrete,steel or ceiling void or cast into
concrete or built / or chased into brickwork
32 25mm Diameter m 500
Round conduit boxes placed in position for casting into concrete or build or chased
into brickwork
33 25mm Diameter No 65
Round conduit boxes lids
34 Round box lid No 65
Galvanised wall boxes placed in position for casting into concrete or built or chased
into brickwork
35 100 x 50 x 50mm No 28
36 100 x 100 x 50mm No 54
Galvanised wire ducts
37 P1000, 41mm x 41mm m
C2.2 Bills of Quantities
Elandsfontein/Isando 86 of 96
38 P29000, 127mm x 76mm m 30
CONDUCTORS
600/1000V grade PVC insulated stranded copper conductors drawn into conduit or
trunking (conduit and trunking elsewhere measured)
39 1.5mm² m 2000
40 2.5mm² m 2200
Draw wire
41 Galvanised draw wire m 2100
APPLIANCES
Appliances complete with cover plates fixed in flush boxes (boxes elsewhere
measured)
Light switches
42 Light switch, one lever No 31
43 Light switch, two lever No 4
Socket outlets
44 3-PIN, 16A, double socket outlet, normal power, white No 72
45 3-PIN, 16A, single socket outlet, normal power, white No 10
46 3-PIN, 16A, single socket outlet, emergency dedicated power, Red No 62
47 3-PIN, 16A, double socket outlet, normal power, white, IP65, surface mounted No 3
48 Data and Telephone outlet, RJ45 and RJ11 No 42
49 HVAC Isolator switch, single phase, 25A, Surface mounted in ceiling space No 22
50 HVAC Isolator switch, single phase, 25A, Wall Surface mounted outdoor, IP65 No 6
51 HVAC Isolator switch, Three phase, 20A, Surface mounted in ceiling space No 10
52 HVAC Isolator switch, Three phase, 100A, Panel mounted No 1
53 Audio and video outlet, 1 x HDMI, 1 x VGA, 1 x speaker, 1 x USB No 2
Surface mounted appliances complete with cover plates and boxes
54 Flush mounted Floor outlet box, PVC No 2
55
Occupancy motion sensor, ceiling recessed mounted, infrared, 360 degree angle, 220V,
500W, 30 minutes time setting No 8
56
Occupancy motion sensor, surface mounted, infrared, 180 degree angle, 220V, 500W, 30
minutes time setting No 10
57 Light day /night sensor No 4
POWERSKIRTING
Three compartment two cover Classic or equal and approved powerskirting, complete
with cover as per the specification (bends, end caps, etc elsewhere measured)
58 Straight length m 200
59 Vertical riser m 20
C2.2 Bills of Quantities
Elandsfontein/Isando 87 of 96
Fittings to three compartment powerskirting
60 End caps No 48
61 45 Degree Bend No 65
62 Internal angles No 45
INTERNAL AND EXTERNAL LUMINAIRES
Supply and install light fittings in ceiling tee's and/or mounted to round boxes in
brickwork including 3m cabtyre and 5amp plugtop and all fixing (round boxes
elsewhere measured)
63 Office light, LED, 35W, 3 600 lumen, 600 x 600mm, recessed in ceiling No 78
64 Bulkhead, LED, 20W, 2 000 lumen, IP65, surface mounted No 52
65 Fluorescent light, LED, 40W, 4 700 lumen, surface mounted No 47
66 Downlight, LED, 20W, 4000K, 2000 lumen, recessed in ceiling No 63
67 Floodlight, LED, 50W, 6 000 lumen, IP65 No
68 High bay light, LED, 322W, wide beam, 37 000 lumen, IP65, mounted at 4,5m FFL No 6
69 Indicating STOP / GO light, 230V LED red and green lamps, wired to door contacts No 10
70 Perimeter light, floodlight, LED, 108W, IP65, 12 800 lumen, 4000k No 28
71
Light pole, Fibre glass reinforced, with steel base plate, 6.9m pole, 6m FFL after installed, for
perimeter lights No 17
72 Emergency battery pack as per manufacturers specifications fitted to light type No
DATA
Data and IT installation and office appliances
73
Allow a budgetary allowance of R1,100,000. 00 (One Million and One Hundred Thousand
Rand) for the supply and installation of a complete data and telephone network, including
office appliances Item 1 R 1 100 000.00
74 HDMI connection and reticulation between power skirting and boardroom screens No
75
CAT 6 cable in sleeves, including accessories and termination (trenches and sleeves
elsewhere measured) m 1000
Optic Fibre
76 Optic fibre cable, Single mode, 6 core cable, including accessories and termination m 600
77 Fibre termination box No 4
ACCESS CONTROL AND CCTV INSTALLATION
Supply and install CCTV Cameras and appliances mounted in accordance with
suppliers specifications
78
Outdoor network bullet camera, 3MP, 1920 x 1080p, triple streams, 2.8-12mm motorized
varifocal lens, array IR leds (50m range), 3DNR, true WDR (120db), audio, alarm in/out, smart
analysis, SD card slot, IP66 No 8
79
Light pole, Fibre glass reinforced, with steel base plate, 4.6m pole, 4m FFL after installed, for
perimeter cameras No 2
80 40 inch HD display screen for camera displays - Guardhouse and Watchroom No 2
C2.2 Bills of Quantities
Elandsfontein/Isando 88 of 96
Cables and accessories
81
CAT 6 cable in sleeves, including accessories and termination (trenches and sleeves
elsewhere measured) m 500
82 Junction box No 3
Sundries
83 Allow for wifi access point systems Item 1
84 Allow for TV satelite, decoder systems, etc Item 1
PUBLIC ADDRESS AND AUDIO SYSTEMS
85 Room audio speaker, 2,5W, round, recessed in ceiling No
86 PA audio speaker, 6W, round, recessed in ceiling No 12
87 PA audio speaker, 3W, round, IP55 rated, recessed in ceiling No 2
88 PA audio speaker, 15W, horn speaker, surface mounted, IP65 No 9
89 Firemans microphone unit No 1
90 Voice Alarm, Mixer amplifier, 240W, 6 Zones, system management No 1
91 Standby, Mixer amplifier, 240W, 6 Zones No 1
92 Speaker cabling m 500
93 Rack, complete No 1
94 Table conference phone microphone module, 360 degree reception, 30m² room size No
95 Gate intercom system No 1
FIRE DETECTION INSTALLATION
Prices to include for supply, transport, delivery to site, testing, installation, labelling and
consumables
96 Smoke detector, surface mounted No 39
97 Heat detector, surface mounted No 3
98 Siren and strobe light attached to detector, surface mounted No 7
99 Red break glass manual alarm panel No 9
100 Main Fire alarm control panel, surface mounted No 1
101 Mimic Fire alarm control panel, surface mounted No 1
102 Fire retardant cable for detectors m 500
Cables and accessories
103
Twisted pair cable, including accessories and termination (trenches and sleeves elsewhere
measured) m 1500
C2.2 Bills of Quantities
Elandsfontein/Isando 89 of 96
TRENCH EXCAVATIONS
104
Trenching 500mm deep, inclusive of excavation in pickable soil, prescribed fill, compaction
and carting away of surplus material, all in accordance with the engineers specification.
Excavation through 100mm reinforced concrete surface slabs or 35mm asphalt road surfacing,
inclusive of making good. Protect with danger tape m 500
105
Trenching 1000mm deep, inclusive of excavation in pickable soil, prescribed fill, compaction
and carting away of surplus material, all in accordance with the engineers specification.
Excavation through 100mm reinforced concrete surface slabs or 35mm asphalt road surfacing,
inclusive of making good. Protect with danger tape m 100
106 Pole base excavation No 20
MANHOLES AND PRECAST CHANNELS
Manholes and covers
107
Concrete Manholes, size 600mm x 450mm x 600mm deep including excavations, backfilling,
covers, etc No 16
GENERAL ITEMS
Guarantee
108
Allow for a guarantee period of twelve (12) months on the entire electrical installation as per
the specification Item 1
Maintenance
109
Allow for free maintenance during the guarantee period of the electrical installation as per the
specification Item 1
Drawings and manuals
110 Allow for 3 sets of operating and maintenance manuals and as-built as per the specification Item 1
111 Allow for submission of 3 sets of shop drawings as specified Item 1
Labelling and marking
112 Allow for marking and labelling of all the equipment, cables, plugs, etc as per the specification Item 1
Earthing and bonding
113
Allow for earthing and bonding, including earth rods, terminals, junction boxes, copper cabling,
etc as per the specification Item 1
Testing and commissioning
114
Allow for testing and commissioning of the entire electrical installation in accordance with the
Engineer's requirements Item 1
Total Carried Forward to Section Summary
Total Carried Forward to Final Summary
C2.2 Bills of Quantities
Elandsfontein/Isando 90 of 96
SECTION 5
BILL No. 1
MECHANICAL INSTALLATION
SUPPLEMENTARY PREAMBLES
DUCTING AND EQUIPMENT
Ductwork
Where transformations or reducers occur the larger size ductwork has been measured through
the fitting. Descriptions of ductwork shall be deemed to include stiffeners, jointing materials,
sealants, couplers in the running length and access/inspection panels in accordance with the
specification
Air Diffusion
Descriptions of air terminals, grilles, louvres and the like shall be deemed to include necks,
frames, supports and flexible connections
Fans
Descriptions of fan assemblies shall be deemed to include supports from the structure, flexible
or other connections to ductwork, vibration isolation mountings and airtight inspection doors
Fan coil units, fan air terminals and fan heaters
Descriptions of fan coil units, fan air terminals and fan heaters shall be deemed to include
connection points for water, air and electrical, air grilles, dust trays, condensate trays and
vibration isolation mountings. Flexible ducting, flexible hose and connecting cables for
connecting these units to each other or to water piping and electrical supply are separately
measured
Major equipment
Descriptions of major equipment such as chillers, air handling units and the like shall be
deemed to include connections to water, air and electrical supply and/or discharge points,
supports, bearers, vibration isolation mountings, filters, insulation, inspection ladders and
gangways, access doors and panels, painting, etc as specified
PIPING AND PUMPS
Piping
All pipe diameters are nominal internal unless otherwise stated 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
Fixing of pipes
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
Pump sets
Descriptions of pumps shall be deemed to include connections to water and electrical supply
and/or discharge points, vibration isolation mountings, insulation, drip trays with outlets,
pressure gauges, etc
C2.2 Bills of Quantities
Elandsfontein/Isando 91 of 96
Valves
Descriptions of valves shall be deemed to include flanged or screwed connections to piping,
reducers, supports, etc
Insulation
Descriptions of insulation shall be deemed to include priming the piping with zinc chromate
primer before the insulation is applied, painting the insulation when completed and applying
vapour barrier where specified
Measuring note
Electrical work integral to the mechanical installation was measured under the Electrical
Installation trade
PRELIMINARY AND GENERAL - MECHANICAL SUB CONTRACTOR
1 Registration as contractor Item 1
2 Site establishment and site supervision by accredited person including travel, subsistence, etc. Item 1
3
Quality assurance and provision of a quality control inspector reporting to the Electrical
Engineer for the duration of the contract Item 1
4 Storage of material, containers and security Item 1
5 Contractors insurance Item 1
6 Health & Safety Plan for Project, and Safety Equipment for Workers Item 1
7
Transport of material for storage including installation and disposal of components. The
contractor to provide all required scaffolding, cherry picker, personnel/ operators, ladders,
tools, etc as required. Item 1
AIR CONDITIONING, VENTILATION AND REFRIGERATION
EXTRACT DUCTWORK
Galvanised rigid sheet metal spiral ducting including supports
Category 4 ductwork
Supply and install spiral ducting as per relevant drawings. Duct work to be joint and
sealed as per mechanical works specification. Discharges off main supply branch to be
flexible ducting
Rate to include cutting of duct lengths, connection of duct work, support of duct work, welding
of fittings where necessary and connection to inline ducted extraction fans.
8 100mm Diameter m 18.6
9 150mm Diameter m 40.2
10 200mm Diameter m 20.9
11 300mm Diameter m 40
12 350mm Diameter m 13.8
13 400mm Diameter m 38.2
Extra over Category 4 galvanised sheet metal low pressure ductwork for
14 Reducer, radius bend, square bend, transformation, spigot, branch or tee No 48
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DIFFUSERS, GRILLES, ETC
POWDER EPOXY COATED ALUMINIUM EXTRACT, TRANSFER AND RETURN AIR
GRILLES
Non-vision wall grilles
Approved supplier
Supply and install non-vision wall grilles as per relevant drawings suitable for internal walls.
Grilles to be installed in accordance with manufacturers guidelines.
Rate to include breaking into existing wall and installation of grille into void.
15 100 x 700mm Air supply grille, 135 L/s @ 25Pa No 1
Adjustable louvres
Approved supplier
Supply and install adjustable louvres as per relevant drawings suitable for internal walls.
Grilles to be installed in accordance with manufacturers guidelines.
Rate to include breaking into existing wall and installation of grille into void.
16 1000 x 400mm High No 4
Air-diffusers
Approved supplier
Supply and install air diffusers as per relevant drawings. Diffusers to be installed in accordance
with manufacturers guidelines.
Rate to include filters, breaking into existing structure and installation of diffuser into void.
17 125mm Diameter diffuser, 29L/s No 3
18 125mm Diameter diffuser, 34L/s No 2
19 125mm Diameter diffuser, 44L/s No 4
20 125mm Diameter diffuser, 50L/s No 6
21 125mm Diameter diffuser, 90L/s No 4
EQUIPMENT
Extraction Fans
Approved supplier
Supply and install roof mounted inline ducted extraction fans as per relevant drawings.
Fans to be installed horizontally at roof level with connection to electrical services and
integration into BMS system where relevant for remote control.
Rate to include supply, install, commissioning, connection to duct work and integration with
BMS system.
22 1100m3/H Plate mounted axial extraction fans - 0,09kW @ 400V No 4
23 Wall mounted extraction fan connected to light switch - 135 L/s @ 25Pa static pressure No 1
24 Ceiling mounted extraction fan - 29 L/s @ 50Pa 16W @ 240V No 1
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Air handling units
Approved supplier
Supply and install air handling units in ceiling void as per relevant drawings.
Rate to include supply, install, commissioning, connection to duct work and integration with
BMS system.
25 Ducted air handling unit with cross flow heat recovery, 60L/s @ 15Pa, 29W @ 240V No 1
26 Ducted air handling unit with cross flow heat recovery, 150L/s @ 15Pa, 210W @ 240V No 1
27 Ducted air handling unit with cross flow heat recovery, 520L/s @ 80Pa, 210W @ 240V No 1
AIR CONDITIONING UNITS AND DE-HUMIDIFIERS
Approved supplier
Supply and install VRV compatible indoor units in accordance with mechanical works
specification as per relevant drawings. Units to be supported from slab with connection
to electrical services and integration into BMS system where relevant for remote
control.
Rate to include supports, routing and fixing of refrigerant piping and drainage along cable tray,
connection to electrical supply, connection to outdoor VRV unit and integration to BMS
system.
28 1,7kW VRV cooling capacity wall mounted indoor unit, 0,025kW @ 400V No 1
29 2,8kW VRV cooling capacity wall mounted indoor unit, 0,034kW @ 240V No 3
30 3,6kW VRV cooling capacity wall mounted indoor unit, 0,035kW @ 240V No 4
31 4,5kW VRV cooling capacity wall mounted indoor unit, 0,02kW @ 400V No 2
32 5,6kW VRV cooling capacity wall mounted indoor unit, 0,039kW @ 400V No 2
33 7,1kW VRV cooling capacity wall mounted indoor unit, 0,06kW @ 400V No 1
34 9kW VRV cooling capacity wall mounted indoor unit, 0,092kW @ 400V No 1
35 11,2kW VRV cooling capacity ceiling mounted cassette indoor unit, 0,115kW @ 240V No 3
36 14kW VRV cooling capacity ceiling mounted cassette indoor unit, 0,186kW @ 240V No 1
37
111,5kW Variable refrigerant volume cooling capacity, heat recovery, heat pump combination
for simultaneous cooling and heating, 51,7 A @ 400V No 1
GENERAL
38 Testing and commissioning the air conditioning, ventilation and refrigeration installation Item 1
39
Provision of as built drawings, manuals and operative training (refer to additional preamble
under "Kitchen Equipment" for additional information on the provision of manuals and price
accordingly") Item 1
40 Certificate of compliance in terms of the Occupational and Health Safety Act 1993 Item 1
AIR COMPRESSORS
41
Supply and install bottled air compressors to deliver high pressure breathing air for use by fire
fighting personnel as per mechanical works specification - 600L/m No 2
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HIGH PRESSURE WASHER
42
Allow a provisional sum of R 110,000.00 (One Hundred and Ten Thousand Rand) for the
supply and installation of two wall mounted high pressure washers as directed by the Principal
Agent Item 1 R 110 000.00
KITCHEN APPLIANCES
43
Allow a provisional sum of R 75,000.00 (Seventy-five Thousand Rand) for the supply and
installation of kitchen appliances as directed by the Principal Agent Item 1 R 75 000.00
FUEL TANKS
44
Allow a provisional sum of R 65,000.00 (Sixty-five Thousand Rand) for the supply and
installation of fuel tanks and fuel dispensing pumps Item 1 R 65 000.00
POTABLE WATER TANK AND PUMP STATION
45
Allow a provisional sum of R 1,000,000.00 (One Million Rand) for the supply and installation of
an elevated water tank and pumps complete Item 1 R 1 000 000.00
Total Carried to Section Summary
Total Carried to Final Summary
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SECTION No. 5
BILL No. 1
BUDGETARY ALLOWANCES
Work covered by the following budgetary allowance(s) shall be executed by the Contractor,
measured on completion thereof and valued at scheduled rates where applicable by the
Quantity Surveyor in terms of Clause 32 of the Principle Building Agreement
1
Provide the amount of R100,000.00 (One Hundred Thousand Rand) for a professional fee for
the interior decorator Item 1 R 100 000.00
2
Provide the amount of R200,000.00 (Two Hundred Thousand Rand) for builders work in
connection with specialist installations Item 1 R 200 000.00
3 Provide the amount of R300,000.00 (Three Hundred Thousand Rand) for connection fees, etc Item 1 R 300 000.00
Total Carried Forward To Final Summary
FINAL SUMMARY
Section 1: Preliminaries and General
Section 2: Building Works
Section 3: Site Services
Section 4: Electrical installation
Section 5: Mechanical installation
Section 6: Budgetary Allowances
SUB TOTAL (EXCLUDING VAT)
Contingencies
Allow 10% (Ten Percent) for Contingencies to be used as directed and deducted in whole or in
part if not required Item 10%
SUB TOTAL (EXCLUDING VAT)
ADD 14% VALUE ADDED TAX TAX 14%
TOTAL (INCLUDING VAT)
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