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ITEM NO DESCRIPTION UNIT QUANTITY
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 1
PRELIMINARIES
PRINCIPAL BUILDING AGREEMENT
The agreement shall be the Principal Building Agreement prepared
and published by the Joint Building Contracts Committee: Edition 5.0
Code 2101, July 2007 (The JBCC Series 2000 Principal Building
Agreement).
SYSTEM OF MEASURING BUILDING WORK
The system of measuring building work applicable to these works is
the Standard System of Measuring Building Work 1999, as published
by The Association of South African Quantity Surveyors, Sixth Edition
(Revised), except for the Classification of excavated materials other
than "earth", which is described in the Supplementary Preambles for
"Earthworks.
PRELIMINARIES
The Preliminaries shall be the ASAQS Preliminaries (November 2007)
published by the Association of South African Quantity Surveyors for
use with the said JBCC Principal Building Agreement.
FULL INTENT AND MEANING OF CLAUSES
Tenderers shall be deemed to have referred to the afore- mentioned
documents for the full intent and meaning of each clause. These
clauses are hereinafter referred to by the heading and clause
number only. Where standard clauses, or alternatives, are not
entirely applicable to this contract, such modifications, corrections,
or supplements, as are necessary are given under each relevant
clause heading and such modifications, corrections, or supplements,
shall take precedence, notwithstanding anything to the contrary
contained in the above-mentioned documents. Where an item is not
relevant to this specific contract, such item is marked "N / A"
signifying "Not applicable".
PREAMBLES FOR TRADES
The Model Preambles for Trades (2008 edition) as published by the
Association of South African Quantity Surveyors shall be deemed to
be incorporated in these bills of quantities and no claims arising from
brevity of description of items fully described in the said Model
Preambles will be entertained.
Supplementary preambles are incorporated in these bills of
quantities where necessary to satisfy the requirements of the works.
Such supplementary preambles shall take precedence over the
provisions of the said Model Preambles.
The contractor's prices for all items throughout the bills of quantities
must take account of, and include for, all of the obligations,
requirements and specifications given in the said Model Preambles
and in any supplementary preambles.
The engineer-agent who is responsible for the civil and structural
design of that part of the works is CSM consulting Engineers. The civil
and structural engineering specification which has been prepared
and issued by the engineer-agent for this part of the works, whether
such specification be a separate document, or annotations on a
drawing, or a schedule, is hereby deemed to take precedence over all
other Preambles in respect of such part/s of the works, insofar as
they apply.
PRICING OF CLAUSES
Tenderers shall allow opposite each clause for any cost involved with
complying with such clause. Any clauses left unpriced shall be
deemed to be covered by rates and prices elsewhere incorporated
throughout the bills of quantities.
PAYMENT CATEGORIES
If "Option A", in terms of subclause 3.2.1 of the Contract Data -
Contractor to Employer (CE), is used for the adjustment of
Preliminaries, then each item priced is to be allocated to one or more
categories by the insertion of the letter "F", "V", or "T", as the case
may be, against the price in the rate column. These letters shall
indicate the relevant categories, as follows : "F" - A fixed amount,
which shall not be varied. "V" - An amount which shall be varied in
proportion to the contract value. "T" - An amount which shall be
varied in proportion to the construction period.
Tenderer to refer to C1: Agreements and Contract Data of the tender
document, and is to read and price the tender in conjunction with
the Preliminaries.
SECTION A : JBCC PRINCIPAL BUILDING AGREEMENT
DEFINITIONS
36 892 Definitions and interpretation (clause 1) Fixed:............Value
Related:............ Time Related :...... Item 1
OBJECTIVE AND PREPARATION (A2 TO A14)
37 257 Offer, acceptance and performance (clause 2) Fixed:............Value
Related:............ Time Related :....... Item 1
37 622
Documents (clause 3)Clause 3.1 is hereby deleted and no payment
guarantee will thus be provided by the employer.Clause 3.2 is hereby
amended by and replaced with the following:3.20 The contractor
shall provide 3.2.1 A construction guarantee where so required in the
contract data.Clause 3.3 is hereby amended by and replaced with the
following: "The contractor shall waive its lien or right of continuing
possession of the works in favour of the employer. The waiver shall
be according to the JBCC Waiver of Contractors Lien Form, and shall
ensure that any selected or nominated subcontractors or contractors
domestic, also waive their lien or right of continuing possession, in
favour of the employer and sign the JBCC Waiver Lien
Form.Fixed:............Value Related:............ Time Related :....... Item 1
37 987
Design responsibility (clause 4) The following new subclause is
hereby added to this clause: 4.4 Notwithstanding the provisions of
4.2, the contractor shall ensure that every such nominated or
selected subcontractor shall simultaneously with the signing of the
relevant nominated or selected subcontract sign and deliver to the
employer a Design Materials and Workmanship Warranty and
Undertaking in favour of the employer or a Materials and
Workmanship Undertaking strictly in accordance with the
instructions or provisions contained in the tender documents for
the nominated or selected subcontract works. Fixed:............Value
Related:............ Time Related :.......... Item 1
38 353 Employer's agents (clause 5) Fixed:............Value Related:............
Time Related :....... Item 1
38 718 Site representative (clause 6) Fixed:............Value Related:............
Time Related :....... Item 1
39 083 Compliance with regulations (clause 7) Item 1
The following new subclause is hereby added to this
clause:7.2 Without limiting the generality of the provisions of clause
7.0 of the agreement, the contractor's attention is drawn to the
provisions of the Construction Regulations, 2003 issued in terms of
the Occupational Health and Safety Act, 1993 is specifically stated
that the employer shall prepare a documented health and safety
specification for the works (refer to clause 1.5.2.1 of Part C3 : Scope
of Works and OHS attached in tender document for the relevant
specification ) and that the employer shall ensure that the contractor
has made provision for the cost of health and safety measures during
the execution of the works. The contractor shall price opposite this
item for compliance with the Act and the Regulations and the
provisions of the aforementioned health and safety specification.
Fixed:............Value Related:............ Time Related :.......
The following new subclause is hereby added to this clause: 7.3 the
prices of following items need to be determined based on the
information given in the scope and the health and safety
specifications. Rate Only Personal protective equipment(PPE)
Health and Safety Sign Safety officer First Aid Scaffolding Medical
(for all workers) Any other related health and safety related cost
base on the specifications
39 448 Works risk (clause 8) Fixed:............Value Related:............ Time
Related :....... Item 1
39 814 Indemnities (clause 9) Fixed:............Value Related:............ Time
Related :....... Item 1
40 179 General insurances (clause 10) Fixed:............Value Related:............
Time Related :....... Item 1
40 544 Special insurances (clause 11) Fixed:............Value Related:............
Time Related :....... Item 1
40 909 Effecting insurances (clause 12) Fixed:............Value Related:............
Time Related :....... Item 1
41 275 Assignment (clause 13) Fixed:............Value Related:............ Time
Related :....... Item 1
41 640
Security (clause 14)The following new subclauses is hereby added to
this clause: 14.9 In the event that the value of the works (inclusive
of tax but excluding adjustments in terms of CPAP were to increase
during the course of the contract by an amount of fifteen percent
(15%) or more of the contract sum, the contractor shall, upon
written request from the principal agent, immediately arrange to
have the construction guarantee (guaranteed sum) increased
accordingly, the verified cost of which shall be added to the contract
sum.14.10 Notwithstanding the provisions of sub-clause 14.1, the
Contractor shall, with his tender, submit a letter of intent from an
accredited guarantor, undertaking to provide the selected JBCC
construction guarantee to the format appended to the back of these
bills of quantitiesSuch selected security shall be provided to the
Employer within five (5) working days of written acceptance of the
Contractor's tenderThe employer reserves the right to reject a
construction guarantee if, in the opinion of the employer, the
guarantor is not accreditedThe Contractor shall provide the type of
construction guarantee stated in the contract data. The contractor is
to provide a Fixed construction guarantee of 10% of the Contract
Sum. In addition to this, a retention of 10% is to be held on monthly
payment certificates to a maximum of 5% of the contract sum. Such
retention amounts shall be reduced to 2.5% on practical completion
certificate and 0% at the end of the defects liability
periodFixed:............Value Related:............ Time Related :....... Item 1
EXECUTION (A15 TO A23)
42 005
Preparation for and execution of the Works (clause 15) In addition
to subclause 15.3.1, Where the Contractor delays the submission to
the Employer of the application for all associated permit/s to
undertake the construction works and such permit/s are not
received within 30 days following the Contractor being given
possession of the site as per Clause 15.3, such that the Employer’s
Agent’s instruction to commence carrying out the Works cannot be
given, without prejudice to the Employer’s rights to terminate the
contract as per Clause 36 the Employer’s Agent shall delay issuing
the instruction to commence carrying out the Works until such time
as the permit/s to undertake construction work has been received.
The Contractor shall have no entitlement under Clause 29 and/or
Clause 32 and/or any associated to an extension of time for Practical
Completion. Fixed:............Value Related:............ Time Related :....... Item 1
42 370 Access to the Works (clause 16) Fixed:............Value Related:............
Time Related :....... Item 1
42 736 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 Fixed:............Value Related:............ Time
Related :...... Item 1
43 101 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 Fixed:............Value Related:............ Time Related
:....... Item 1
43 466
Temporary Works and Plant (clause 19) 19.4 The contractor to
provide road closures, traffic diversions and accomodation and all
neccesary signage, flagmen during the construction process. Any
costs that may arise owing to failure by the contractor to comply
with this requirement shall be for the contractors account.
Fixed:............Value Related:............ Time Related :....... Item 1
43 831
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. 20.11 General attendance of n/s
subcontractor for pricing by the contractor shall be in accordance to
the n/s agreement. Nothwithstanding this provision, general
attendance shall be deemed to include for the contractor to provide
free of charge to any n/s subcontractor such scaffolding and
carnage/hoisting as may reasonably be required by such n/s
subcontractor for the execution of the relevant subcontract works.
Fixed:............Value Related:............ Time Related :....... Item 1
44 197
Selected Subcontractors (clause 21) 21.11 General attendance of n/s
subcontractor for pricing by the contractor shall be in accordance to
the n/s agreement. Nothwithstanding this provision, general
attendance shall be deemed to include for the contractor to provide
free of charge to any n/s subcontractor such scaffolding and
carnage/hoisting as may reasonably be required by such n/s
subcontractor for the execution of the relevant subcontract works.
Fixed:............Value Related:............ Time Related :...... Item 1
44 562 Employer's Direct Contractors (clause 22) Fixed:............Value
Related:............ Time Related :...... Item 1
44 927
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 to the Employer, within five (5)
working days of such request Fixed:............Value Related:............
Time Related :....... Item 1
COMPLETION (A24 TO A30)
45 292 Practical completion (clause 24) Fixed:............Value Related:............
Time Related :...... Item 1
45 658 Works completion (clause 25) Fixed:............Value Related:............
Time Related :....... Item 1
46 023
Final completion (clause 26) Subclause 26.1 is hereby amended by
the substitution of the words "nine (90) calender days" in the second
line with "twelve (12) months". Fixed:............Value Related:............
Time Related :...... Item 1
46 388 Latent defects liability period (clause 27) Fixed:............Value
Related:............ Time Related :....... Item 1
46 753 Sectional completion (clause 28) Fixed:............Value Related:............
Time Related :....... Item 1
47 119
Revision of date for practical completion (clause 29)Clause29.1.1
Exceptionally inclement of weather "Exceptionally inclement of
weather" shall be defined as weather conditions in excess of the
monthly average recorded for the past 10 (ten) years by the nearest
commonly recognised weather bureau in the region of the project.A
delay caused by exceptionally inclement of weather conditions will
be regarded as delay only if, in the opinion of the principle agent, all
progress on an item or item of work on the critical path of the
working programme of the contractor has been brought to a halt.
Delays on the working days (based on five day working week) will be
taken into account for the extension of time, but the contractor shall
make provision in his programme of work for an expected delay of
"number of working days caused by normal rainy weather, for which
he will not receive any extension of time, where number of equals
30 days. Extension of time during working days will be granted to the
degree to which actual delays, as defined above, exceed the
"number of " working days.Clause 29.0 is amended by the addition of
the following clauses to the end thereof:29.9 Revision to the date for
practical completion shall only be considered when work on the
critical path of the agreed programme for the works
delayed.Fixed:............Value Related:............ Time Related :....... Item 1
10 959 Penalty for non-completion (clause 30) Fixed:............Value
Related:............ Time Related :...... Item 1
PAYMENT (A31 TO A35)
11 324
Interim payment to the contractor (clause 31) Subclause 31.4.2 is
amended by adding the following: Materials and goods stored off
site shall not be included in the amount authorised for payment.
Subclause 31.9 is hereby amended by the substitution of the words
"seven (7) calendar days" in the first line by the words "thirty (30)
calendar days". Subclause 31.10 is hereby amended by the
substitution of the words "practical completion" in the second and
fourth lines by the words "final completion". Subclause 31.12 is
hereby amended by the substitution of the words "twenty one (21)
calendar days" in the first line by the words "thirty (30) calendar
days". Fixed:............Value Related:............ Time Related :...... Item 1
11 689 Adjustment to the contract value (clause 32) Fixed:...........Value
Related:........... Time Related :......... Item 1
12 055 Recovery of expense and loss (clause 33) Fixed:............Value
Related:............ Time Related :...... Item 1
12 420 Final account and final payment (clause 34) Subclause 34.10 is
hereby amended by the substitution of the words "seven (7)
calendar days" in the second line by the words "final completion"
Subclause 34.11 is hereby amended by the substitution of the words
"thirty (30) calendar days" . Fixed:............Value Related:............ Time
Related :....... Item 1
12 785 Payment to other parties (clause 35) Fixed:............Value
Related:............ Time Related :....... Item 1
TERMINATION (A36 TO A39)
13 150 Termination by Employer - Contractor's default (clause 36)
Fixed:............Value Related:............ Time Related :....... Item 1
13 516 Termination by Employer - loss and damage (clause 37)
Fixed:............Value Related:............ Time Related :...... Item 1
13 881 Termination by Contractor - Employer's default (clause 38)
Fixed:............Value Related:............ Time Related :...... Item 1
14 246 Termination - Cessation of the Works (clause 39) Fixed:............Value
Related:............ Time Related :....... Item 1
DISPUTE (A40)
14 611
Settlement of Disputes (clause 40)Replace 40.2 with the
following:40.2 Where such disagreement is not resolved within ten
(10) working days of receipt of such notice it shall be deemed to be a
dispute and shall be referred by the party which gave such notice to
adjudication, where the adjudication will be conducted in terms of
the edition of the JBCC Rules for Adjudication current at the time
when the dispute was declared. Replace “arbitration―at the end of
40.3.4 with ―either arbitration where the arbitrator is to be
appointed by the body whose rules shall apply or court proceedings
as stated in the contract dataFixed:............Value Related:............
Time Related ........ Item 1
CONTRACT AGREEMENT
14 977 Post tender provisions The required post tender information shall be
completed prior to contract signing, in consultation with the
contractor. Clause 41.0 Item 1
15 342 Contractual agreement The required information regarding the
contractual parties and the accepted contract sum shall be inserted
at contract signing. Clause 42.0 Item 1
CONTRACT DATA - EMPLOYER TO CONTRACTOR
Given hereunder are all variables referred to in the Principal Building
Agreement and which are set out in "Contract Data EC", prepared
and published by the Joint Building Contracts Committee: Edition 5.0
Code 2101-EC, July 2007.
42.1 CONTRACTING AND OTHER PARTIES
1.1 Employer Johannesburg Development
Agency. [1.2] Postal address P O Box 61877
Marshalltown Code 2107 Telephone (011) 688
7837 Fax (011) 688 7863 E-mail
[email protected] Tax/VAT registration No. 4440197178 Physical
address The Bus Factory 3 President Street
Newtown.
1.2 Principal Agent : Threshold Project [5.1] Postal address : 43
Birchwood Court, Montrose Street, Vorna Valley ,
Midrand. Code 1686 Telephone 011 655 7149 Fax 086
767 8609 [email protected]
1.3 Agent (1) Ikemeleng Architects[5.2] Agent's service
Architect Postal address 37 Quinn street,
Newtown Code 2001 Telephone 011 832
3431 Fax 011 32 3430 E-
1.4 Agent (2) CSM[5.2] Agent's service Civil/Structural
Engineers Postal address Code Telephone 0861
276 266 Fax [email protected]
1.5 Agent (3) AECOM [5.2] Agent's service Quantity Surveyors
Postal address PO Box 1642, Houghton Code 2041
Telephone 012 421 3500 Fax 086 650 0711 E-
1.9 Interest of the principal agent, or other agents, in
the[5.5] project No 1.10 The principal agent named in 1.2 herein
before is responsible for the preparation of the contract data
schedule and must be contacted should the contractor be uncertain
of the information provided, or to be provided.
2.0CONTRACT AND SITE INFORMATION:
2.1The law applicable to this agreement (1.7) South Africa
2.2 Works identification. In general terms, the works comprise the
following :- Construction of a new library, public open space and
square, coffee shop, parking facilities and associated works
including the heritage swimming pool complex.
2.3 Site description Brixton Park 84 Mercury Street Johannesburg
2092.
2.4 Possession of the site is to be given on [15.2.1] The intended
date of possession of the site is to be given within 5 working days of
the "acceptance date", which shall be the date the employer signs
the acceptance of the offer (Form C1.1 - Form of offer and
Acceptance)
2.5 Period for the commencement of the works after (15.3) the
contractor takes possession of the site Immediately upon handover
of the site.
2.6Completion of the works in sections is required. [15.4, 28.0] No
2.7 Waiver of the contractor's lien or right of continuing possession
is required. [3.3, 31.16.2] Yes
2.8 Defined restrictions to the site area. Where "yes" the
(16.1) specific requirements are described below: Yes The site will
be limited by the boundary fence indicated on the drawings and
working space as defined in item 2.3 above and the contractor will
be expected to confine the work within those boundaries and
without undue damage to the adjacent building and surfaces around
the site.
2.9 Geotechnical investigation of the site has
been[16.4]undertaken. Yes
2.10 Existing premises will be occupied. Where "yes" the
[16.6]specific requirements are described hereunder:- No
2.11 Provision of temporary services is required. Where
[16.7] "yes" the specific requirements are detailed elsewhere in the
contract documents (refer to Section B ; Preliminaries) Yes
2.12 Protection of existing trees or shrubs is required. (16.8) to
be indentified at site inspection. No trees are to be removed
without prior permission of the principle agent
Yes
3.0INSURANCES AND SECURITIES
3.1 Contract Works Insurance is to be effected by:- [10.1.1, 12.6]
Contractor For the sum of:- Contract
sum 30% with a deductible of: By Contractor - Per insurance
agents recommendation
3.2 Supplementary / Special insurance to be effected by [10.1.2,
11.1-3, 12.6] Contractor For the sum
of: R5 million with a deductible of: By Contractor - Per
Insurance agents recommendation.
3.3 Public liability insurance to be effected by:- [10.1.3, 12.6]
Contractor For the sum of: R10 million
with a deductible of: By Contractor- As Recommended
Insurance agent.
3.4 Support insurance to be effected by:- [11.1.1]
N/A
3.5 Special insurance to be effected by:- [11.1.2-3, 12.1]
N/A
4.0PRACTICAL COMPLETION DATE AND PENALTIES
4.1 For the works as a whole[24.3., 0.05% of the
contract sum per calender day 30.1-3] PENALTY PER CALENDAR
DAY:4.2for the work in sectionsNot Applicable
5.0DOCUMENTS AND GENERAL
5.1 Construction document copies to be supplied [3.7] to the
contractor free of charge. 1 copies
5.2 The priced document may be used as a specification(3.9) of
materials and goods and work methods. No
5.3The Contractor shall provide a schedule of rates(3.10) Yes
5.4Changes made to JBCC standard documents (3.11) Yes
5.5 On acceptance of the tender, the priced document is
(15.1.1) to be submitted within the stated working days. Submitted
with Tender
5.6 Work to be undertaken by direct contractors as detailed below
(22.2) None anticipated at present but the Employer has the right
to employ direct contractors at a later stage.
5.7 On achievement of sectional practical completion the contractor
(24.9) is to hand over manuals etc related to the works as listed
below (but not limited to) Electrical, Electronic, HVAC, Plumbing &
Drainage, Fire Fighting, Waterproofing.
5.8 (31.12) The interim payment certificate: The contractor is to
issue his claim to the quantity surveyor by the 10th of each month in
preparation for the quantity surveyor to issue a valuation to the
principal agent before the 20th of each month, failure to submit a
claim will entitle the quantity surveyor to submit a reasonable value
for the works done. (31.9) The employer shall pay the contractor
the amount certified in an interim payment certificate within thirty
(30) calendar days of the date of receipt by the employer of the
payment certificate together with the invoice (34.10) The employer
shall pay the contractor the amount certified in the final payment
certificate within thirty (30) calendar days of the date of receipt by
the employer of the final payment certificate together with the
invoice.
6.0 DETAILS OF CHANGES MADE TO THE STANDARD JBCC
DOCUMENT
All changes in detail are as listed below : 3.1 Deleted 3.2
Amended 3.3 Amended 4.4 Amended 7.2 Added 7.3 Added
14.9 Added 14.10 Added 15.3.1 Added 17.3 Added 18.5 Added
19.4 Added 20.1.2 Added 20.11 Added 21.11 Added 23.1
Added 26.1 Amended 29.1.1 Added 29.9 Amended 31.4.2
Amended 31.9 Amended 31.10 Amended 31.12 Amended 34.10
Amended 40.2 Amended 40.3.4 Amended 34.11 Amended
7.0DECLARATION BY THE PRINCIPAL AGENT
I, the principal agent named in 1.2 above, declare that the
information provided above is complete and accurate at the time of
calling for tenders. Where necessary should any of the above
information need to be varied, tenderers will be forthwith informed
thereof in writing. Principal
agent:.......................Date:..........................
SECTION B: ASAQS PRELIMINARIES1.0 DEFINITIONS AND
INTERPRETATION
15 707 Definitions and interpretation. Fixed:............Value Related:............
Time Related :...... Clause 1.0 Item 1
2.0DOCUMENTS
16 072
Checking of documents. Upon receipt of detail drawings for any
work, the contractor shall, before putting that work in hand,
ascertain that the dimensions given on the detail drawings
correspond with the dimensions of any works already built. In the
event of the detail drawings not agreeing with works already built,
the drawings shall immediately be returned for alteration, as no
claim for extra work in this regard will be entertained.
Fixed:............Value Related:............ Time Related :...... Clause 2.1 Item 1
16 438 Provisional bills of quantities. Fixed:............Value Related:............
Time Related :...... Clause 2.2 Item 1
16 803
Availability of construction documentation. Fixed:............Value
Related:............ Time Related :...... Clause 2.3 Item 1
3.0PREVIOUS WORK AND ADJOINING PROPERTIES:
17 168 Previous work - dimensional accuracy. Fixed:............Value
Related:............ Time Related :....... Clause 3.1 Item 1
17 533 Previous work - defects. Fixed:............Value Related:............ Time
Related :...... Clause 3.2 Item 1
17 899 Inspection of adjoining properties. Fixed:............Value
Related:............ Time Related :....... Clause 3.3 Item 1
4.0 SAMPLES, SHOP DRAWINGS AND MANUFACTURER'S
INSTRUCTIONS
18 264
Samples of materials.Clause 4.1 is hereby amended by the addition
of the following:-The contractor is referred to the Specification
document and its detailed requirements in terms of the contractor
timeously providing suitable samples of materials, workmanship and
labour. Approved samples are required to remain on site
representing the standard for acceptability of similar work. The
principal agent may reject any materials or colours not
corresponding with the approved samples. Should any materials or
items specified prove to be either unavailable, in poor supply or
likely to cause delay to the works, the contractor shall notify the
principal agent in writing in sufficient time for suitable alternatives to
be considered. Any claims for delays resulting from the contractor
not conforming with the terms of this clause will not be entertained
or allowed.Fixed:............Value Related:............ Time Related
:.......Clause 4.1 Item 1
18 629 Workmanship samples. Fixed:............Value Related:............ Time
Related :....... Clause 4.2 Item 1
18 994Shop drawings Clause 4.3 is hereby amended by the addition of the
following:- General responsibilities The Contractor shall provide a
person or persons who shall be available immediately upon
commencement of the contract, whose responsibility will be: a) To
familiarise himself with all drawings produced by the professional
team. This will involve a clear understanding of services and element
co-ordination performed by the architect, in order that
subcontractors can be properly briefed. b) To provide the
professional team with comprehensive lists of shop drawings to be
prepared by relevant subcontractors. c) To check all shop drawings
for sufficiency prior to submission to the relevant employers agent in
the professional team. It is expected that such checking will include
all co-ordination and pro-active resolution of any conflicting services
and elements. It is also noted that resolution of co-ordination
problems will require attendance at services and element co-
ordination meetings, called by the principal agent as and when
necessary. Procedures The contractor shall, at his own expense,
prepare and submit one reproducible print of shop drawings of all
fabricated work, working or setting out drawings, shop details and
schedules to the principal agent for approval by the relevant
consultant/s and/or the employer as is appropriate and such work
shall not be performed by the contractor until such approval has
been given. The contractor shall take cognizance of and adhere to
the Project Document Numbering System, if any, in use on this
contract. The contractor shall present a complete schedule showing
the sequence of submission of shop drawings, including submission
dates, for all trades and the scheduled dates for approval of all
drawings. This schedule shall take into account that the relevant Item 1
19 360
Compliance with manufacturers' instructions. Fixed:............Value
Related:............ Time Related :...... Clause 4.4 Item 1
5.0DEPOSITS AND FEES
19 725 Deposits and fees. Fixed:............Value Related:............ Time Related
:....... Clause 5.1 Item 1
6.0TEMPORARY SERVICES
20 090
Water. The contractor is referred to clause 1.4.10 in Part C3 of the
bills of quantities and is hereby deemed to have made due allowance
for all costs arising from this requirement. Fixed:............Value
Related:............ Time Related :....... Clause 6.1 Item 1
20 455 Electricity. Fixed:............Value Related:............ Time Related :......
Clause 6.2 Item 1
20 821 Telecommunication facilities. Fixed:............Value Related:............
Time Related :....... Clause 6.3 Item 1
21 186 Ablution facilities. Fixed:............Value Related:............ Time Related
:....... Clause 6.4 Item 1
7.0PRIME COST AMOUNTS
21 551 Responsibility for prime cost amounts. Fixed:............Value
Related:............ Time Related :....... Clause 7.1 Item 1
8.0SPECIAL ATTENDANCE ON N/S SUBCONTRACTORS
21 916
Special attendance on n/s subcontractors Special attendance is not
measured as these bills of quantities are based on the sixth edition of
the Standard System for Measuring Building Work. However, the
Tenderers are advised to study the drawings for special attendance
requirements such as unloading, storing, placing in position,
providing special power supplies, specific hoisting, crainage and
scaffolding requirements, provision of temporary casing and/or
other specific protection of the works, special security and clearing
away rubbish are described in detail in the contract documents for
use by n/s subcontractors and the contractor must establish for
himself and allow herein for the exact extent of any special
attendance required by n/subcontractors, including taking down and
re-erecting as may be necessary, as no claims by the contractor in
this regard will be entertained. Fixed:............Value Related:............
Time Related :....... Clause 8.1 Item 1
9.0GENERAL
22 282 Protection of the works. Fixed:............Value Related:............ Time
Related ........ Clause 9.1 Item 1
22 647
Protection/isolation of existing/sectionally occupied works.
Fixed:............Value Related:............ Time Related :....... Clause 9.2 Item 1
23 012
Security of the works. The contractor shall provide and maintain
twenty four hour site security and loss control systems all to the
satisfaction of the principal agent. It is envisaged that these
procedures will incorporate, inter alia, gate control for personnel and
vehicles, individual entry permits, regular security patrols and the
like. Fixed:............Value Related:............ Time Related :...... Clause
9.3 Item 1
23 377 Notice before covering work. Fixed:............Value Related:............
Time Related :....... Clause 9.4 Item 1
23 743 Disturbance. Fixed:............Value Related:............ Time Related :.......
Clause 9.5 Item 1
24 108 Environmental disturbance. Fixed:............Value Related:............
Time Related :....... Clause 9.6 Item 1
24 473 Works cleaning and clearing. Fixed:............Value Related:............
Time Related :....... Clause 9.7 Item 1
24 838 Vermin. Fixed:............Value Related:............ Time Related :......
Clause 9.8 Item 1
25 204 Overhand work. Fixed:............Value Related:............ Time Related
:...... Clause 9.9 Item 1
10.0SCHEDULE OF VARIABLES
PRE-TENDER INFORMATION
Pre-tender variables are given hereunder:-
Clause (and reference) 10.1 Provisional bills of quantities (2.2)
The quantities are provisional. Yes
10.2 Availability of construction documentation.(2.3) Construction
documentation is complete. No
10.3Previous work - dimensional accuracy. (3.1)Not applicable.
10.4Previous work - defects. (3.2)Not applicable.
10.5 Inspection of adjoining properties.(3.3) The contractor is
referred to clause 1.4.6 in Part C3 of the bills of quantities and is
hereby deemed to have made due allowance for all costs arising
from this requirement.
10.6Water(6.1) Option A (by contractor) Yes
10.7Electricity(6.2) Option A (by contractor) Yes
10.8 Telecommunications(6.3) Telephone - Yes Facsimile - Yes
E-mail - Yes.
10.9Ablution facilities(6.4) Option A (by contractor) Yes
10.10 Protection of the Works (9.1) The contractor shall specifically
take whatever measure deems neccesary to protect finished work
once installed and any damage caused by the contractor shall be
made good at the exoense if the contractor.
10.11 Protection/isolation of existing/sectionally(9.2) occupied
works. Protection is required. Yes
10.12Disturbance (9.5)
10.13 Environmental disturbance.[9.6] Products and services that
pose a potential environmental risk must be managed in accordance
with the applicable stipulations of the Environmental Management
Standards (ISO14000).
SECTION C : SPECIFIC PRELIMINARIES
SUPPLEMENTARY DOCUMENTATION
25 569
Photographs (C1) Clause 1.0 - Photographs Provide the budgetary
amount of R10 000 (Ten Thousand Rand) for the cost of certified
photographs of exsiting surrounds and existing facilities by a
photographer to be nominated by the principal agent.
Fixed:............Value Related:............ Time Related :...... Item 1
25 934
As built drawings (C2). Clause 2.0 - As built drawings The position of
construction breaks and the like 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.
Fixed:............Value Related:............ Time Related :....... Item 1
26 299
Site instructions (C3) Clause 3.0 - Site Instructions. Contract
instructions issued on site are to be recorded in triplicate in an
instruction book which is to be maintained on site by the contractor.
Fixed:............Value Related:............ Time Related :...... Item 1
26 665
Labour returns (C4). Clause 4.0 - Labour returns. The contractor
shall be required to submit employment data on a monthly basis to
the principal agent (clause 1.3.1 of Part C3 herein).
Fixed:............Value Related:............ Time Related :...... Item 1
27 030
Ordering materials (C5). Clause 5.0 - Ordering materials. The
contractor shall place orders timeoulsy for materails or special
articles that are required, Should these bills of quantities be used for
ordering materials, this shall be entirely at the Contractors risk.
Fixed:............Value Related:............ Time Related :....... Item 1
27 395
Tolerances (C6) Clause 6.0 - Tolerances. Some of the parts of the
works are designed as requiring strict tolerances that might require a
specific order in which some parts of the works are to be
constructed. The Tenderer’s attention is drawn particularly to, for
instance, some of the concrete floors which might require to be
protected from the weather at an earlier stage than might otherwise
be the case. The contractor will be deemed to have apprised
himself/herself of all such aforesaid requirements and to have made
adequate provision therefore in the tendered costs and in the
construction programme. All additional costs that might arise as a
result of the contractor having failed to comply with these
requirements will be for the contractor’s account
Fixed:............Value Related:............ Time Related :...... Item 1
27 760
Site establishment (C7) Clause 7.0 -Site establishment. The
contractor shall be required to comply with the requirements
described in clause 1.4.5 of Part C3 of the bills of quantities.
Fixed:............Value Related:............ Time Related :...... Item 1
28 126 Site usage (C8). Clause 8.0 - Site usage. The contractor shall be
required to comply with the requirements described in clause 1.4.6
of Part C3 of the bills of quantities. Fixed:............Value
Related:............ Time Related :...... Item 1
28 491
Permits and wayleaves (C9). Clause 9.0 - Permits and wayleaves The
contractor shall be required to comply with the requirements
described in clause 1.4.7 of Part C3 of the bills of quantities.
Fixed:............Value Related:............ Time Related :...... Item 1
28 856
Management of the works - (C10). Clause 10.0 - Management of the
works. The contractor shall be required to comply with the
requirements described in clause 1.5.1 of Part C3 of the bills of
quantities. Fixed:............Value Related:............ Time Related :....... Item 1
29 221
EME/QSE Supervisor:(C11) Clause 11.0 - Supervisor: One EME/QSE
supervisor would be required for all work packages in this regard.
Fixed:............Value Related:............ Time Related :..... Item 1
29 587
Local labour:(C12) Clause 12 - Local labour - Community Liaison
Officer: Provide a budgetary amount to allow for Community Liaison
Officer to be nominated by the principle agent. Item 1
29 952
EME/QSE Mentor - (C13) Clause 13 EME/QSE Mentor Tenderers are
to allow for a EME/QSE Mentor for this project. Fixed:............Value
Related:............ Time Related :... Item 1
30 317 Allow for General Attendence Item 1
MATERIALS AND WORKMANSHIP (C14) Clause 14- Guarantees for
materials and workmanship The contractor shall obtain written
guarantees where called for, addressed to the employer, from the
firms supplying the materials, or doing the work, and deliver such
guarantees to the principal agent prior to the issue of the certificate
of final completion of the works. Item 1
30 682
Unloading, hoisting, storing, and scaffolding - (C15) Clause 15-
Unloading, hoisting, storing, and scaffolding) The Contractor to to
provide necessary unloading, hoisting, storing, and scaffolding in the
contract. Any additional allowances required shall be deemed to
have been included in the contract by the tender sum. NO
OMISSION BY QUALIFICATION OF THIS ITEM WILL BE ACCEPTED.
Fixed:............Value Related:............ Time Related :...... Item 1
31 048
Permanent Access for affected property owners - (C16) Clause 16-
Permanent Access for affected property owners It is a requirement
of this contract that the contractor ensures that all affected residents
have access to their properties at all times, including after-hours and
on weekends. In this respect, the contractor is hereby deemed to
have instituted the necessary investigations into this matter,
including all the implications associated therewith, and made due
cost and other allowance in his tender in this regard, especially in
respect of clause 1.1.5 of Part C3 of the bills of quantities.
Fixed:............Value Related:............ Time Related :...... Item 1
FINANCIAL ASPECTS
31 413
Overtime (C17) Clause 17- Overtime The additional costs of
overtime work shall not be for the employer's account except when
prior written agreement thereto is given by the principal agent. Item 1
GENERAL
31 778 Copyright - (C18) Clause 18- Copyright The ownership of the
copyright in and to: all drawings, specifications, models and
documents of any nature delivered to the contractor or produced by
or on behalf of the contractor in connection with the works; and, the
artistic character and/or artistic design of the works, shall remain
vested in and/or is hereby assigned to the employer by the
contractor. Item 1
32 143
Resident Engineer (C19) Clause 19 - Main contractor to provide a
lockable private office for the resident engineer, including air
conditioning, desk (1800 x 900mm), High standard office chair, two
visitors' chairs, small fridge, access to printing facilities and
paper,internet,220v plug point covered parking space, PPE and
access to site for the whole duration that the resident engineer is
needed on site.Refer to SANS 1200 (AB). Item 1
32 509 Training (C20) Clause 20 - Main contractor to allow for training to
SMME and community labourers. Item 1
32 874 EME/QSE (C21) Clause 21 - Main contractor to allow for Preliminary
and General relating to EME/QSE work packages. Item 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 2
EARTHWORKS
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Excavations generally
The contractor shall notify the principal agent as soon as the
excavations are ready to receive foundations and no building work
may be started until the principal agent has approved the
excavations in writing.
Any excavation taken out below the excavation shown on drawings,
or required by the principal agent in order to obtain a solid
foundation, or for other reasons, shall be filled in by the contractor,
at his own expense, with 10Mpa concrete.
Nature of ground
The nature of the ground is assumed to be gravel, therefore "earth",
but possibly interspersed with "intermediate material", or "hard
rock".
Classification of excavated materials other than "earth"
For all excavation measurement purposes only, the classification of
excavated materials shall be in accordance with SANS1200D clause
3.1, unless otherwise described.
3.1 CLASSIFICATION FOR MEASUREMENT PURPOSES. 3.1.1 Method of
Classifying. The Contractor may use any method he chooses to
excavate any class of material, but his chosen method of excavation
shall not determine the classification of the excavation. The Engineer
will decide on the classification of the materials excavated. The
classification will be based on inspection of the material to be
excavated and on the criteria given in 3.1.2 (a) to (e), as applicable.
All equipment specified in 3.1.2 (a) to (c) shall be in good mechanical
condition. "Efficiently", as used in 3.1.2 (a) to (c) shall be deemed to
mean, "in a manner that can reasonably be expected of a contractor,
having regard to the production achieved". In the event of a
disagreement between the Contractor and the Engineer, it shall be
the responsibility of the Contractor, if so required and subject to the
terms of subclause 4.1 of SABS 1200D-1988, to make available at his
own expense such mechanical equipment as is specified in 3.1.2 (a)
to (c), in order to assess the reasonable removeability, or otherwise,
of the material.The Engineer's decision on the classification shall
then, subject to the relevant provisions of the Contract, be binding.
3.1.2 Classes of Excavation. The excavation of material will be
classified as follows, for purposes of measurement only:-(a) Soft
Excavation.(1) "Soft excavation", other than in "restricted
excavation", shall be excavation in material that can be efficiently
dug out, or loaded, without prior ripping, by any of the following
plant:-(i) a bulldozer of mass [including mass of ripper, if fitted]
approximately 22-metric tons and flywheel power approximately
145kW, or (ii) a tractor-scraper unit of total mass [including mass of
ripper, if fitted] approximately 28-metric tons and flywheel power
approximately 245kW, pushed during loading by a bulldozer
equivalent to that specified in (b) (1) hereunder, or (iii) a track type
front-end loader of mass [including mass of ripper, if fitted]
approximately 22-metric tons and flywheel power approximately
145kW.(2) In the case of restricted excavation, "soft excavation" shall
be excavation in material that can be efficiently dug out by a back-
acting excavator of flywheel power approximately 0.10 kW per
millimetre of tined-bucket width, without the use of pneumatic tools
such as paving-breakers.
(b) Intermediate Excavation. (1) "Intermediate excavation", other
than in "restricted excavation", shall be excavation in material that
can be efficiently ripped by a bulldozer of mass approximately 35-
metric tons, fitted with a single-tine ripper suitable for heavy ripping
and flywheel power approximately 220kW. (2) In the case of
restricted excavation, "intermediate excavation" shall be excavation
in material that requires a back-acting excavator of flywheel power
exceeding 0.10 kW per millimetre of tined-bucket width, or the use
of pneumatic tools such as paving-breakers, before removal by
equipment equivalent to that specified in (a) (2) hereinbefore.
(c) Hard Rock Excavation. (1) "Hard rock excavation", other than in
"restricted excavation", shall be excavation [other than "boulder
excavation"] in material that cannot, before removal, be efficiently
ripped by a bulldozer equivalent to that specified in (b) (1)
hereinbefore. NOTE: Such excavation generally includes material
such as formations of unweathered rock that can be removed only
after blasting, or wedging and splitting. (2) In the case of restricted
excavation, "hard rock excavation" shall be excavation in material
[excluding boulder excavation] that cannot be efficiently removed
without blasting, or wedging and splitting.
(d) Boulder Excavation Class A. (1) "Boulder excavation class A", shall
be excavation in material containing more than 40% by volume of
boulders of size in the range 0.03 to 20m3 , in a matrix of soft
material, or smaller boulders. Excavation in dolomite formations,
other than solid dolomite, will be classed as "boulder excavation
class A", if the formation contains more than 40% by volume of
lumps of hard dolomite of a size in the range 0.03 to 20m3, in a
matrix of soft material, or smaller lumps of hard dolomite.
Excavation of solid boulders, or lumps of size exceeding 20m3, will
be classed as "hard rock excavation". Excavation of fissured, or
fractured, rock will not be classed as "boulder excavation" but as
"hard rock", or "intermediate excavation", according to the nature of
the material.
(e) Boulder Excavation Class B. (1) "Boulder excavation class B", shall
be excavation of boulders only, which (1) are in material containing
40%, or less, by volume of boulders of size in the range of 0.03 to
20m3, in a matrix of soft material, or smaller boulders and which (2)
require individual drilling and blasting in order to be loaded by a
track-type front-end loader, or back-acting excavator, as the case
may be, as specified in (a) (1), or (a) (2) hereinbefore. The excavation
of the rest of the material will be classed as "soft", or "intermediate
excavation", according to the nature of the material.
If the contractor considers that any of the excavations are more
difficult in nature than excavations in "earth", he shall immediately
notify the principal agent and quantity surveyor in writing. If the
contractor fails to make such notification, the excavations shall be
deemed to be in "earth" and shall be measured, and valued,
accordingly.
The contractor may, with the prior written permission of the
principal agent and in terms of the conditions of contract, use any
method he chooses to excavate any class of material, but his chosen
method of excavation shall not determine the classification of the
materials excavated.
Blasting
No blasting will be allowed without the prior written permission of
the principal agent.
If any blasting is necessary, the contractor shall take every
precaution to protect the works and persons, animals and property,
in the vicinity of the works. The contractor will be held responsible
for any injury, loss, and/or damage, caused by such blasting
operations and shall make good such loss and/or damage at his own
expense.
Risk of collapse
The contractor shall be responsible for the risk of collapse of all
excavated faces.
Where excavations do not exceed 1.5m deep, the nature of the
precautions to be taken shall be entirely at the contractor's
discretion. The contractor shall either provide temporary support to
the excavated faces, or carry the risk of collapse of the faces, with all
its implications and possible consequential costs. Where excavations
exceed 1.5m deep, the contractor shall maintain all excavated faces,
in accordance with Statutory and local Authority Regulations, and be
responsible for the resultant, and consequential, costs of any failure
in the aforesaid face-maintenance/s.
Working space risk of collapse
Excavations for working space shall include any additional risk of
collapse so incurred.
Keeping excavations free of water
The contractor shall protect the excavations from the ingress of
water. Any water which occurs in the excavations, whether as a
result of rain, or other causes, except subterranean water, shall
immediately be removed by baling, pumping, or other approved
method.
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 from stock piles situated on the building site. The
contractor is hereby deemed responsible for the choice of dump
site. If such dump site is foreclosed, or becomes unavailable, for any
reason, it remains the contractor's responsibility to provide a
suitable replacement dumpsite at no additional cost to the employer.
Filling
Notwithstanding the reference to prescribed multiple handling in
clause 1 page 6 of the Standard System of Measuring Building Work,
prices for filling and backfilling shall include for all selection and any
necessary multiple handling of material.
Compaction of all "filling" and "backfilling"
Unless otherwise described, all "filling" and "backfilling" is hereby
deemed to be compacted to 93%Mod.AASHTO dry density.
Removal, or carting away, of excavated material, or demolished, or
other, materials arising from the earthworks
Descriptions of "removing", or "carting away", of such material shall
be deemed to include loading such material onto trucks directly from
the works, or, alternatively, from stock piles situated on the site, and
taking such material to a registered dump-site that has been located
off-site by the contractor for such disposal. The contractor is hereby
deemed to be responsible for the choice of dumping site. If a dump-
site located off-site by the contractor is foreclosed, or unavailable,
for whatever reason, it remains the contractor's responsibility to
timeously obtain a suitable replacement dump-site without
additional cost to the employer.
Working space
Working space which might be required for purposes of the
contractor placing-and-removing formwork, or constructing brick
linings, or for purposes of executing any other ordinary builder's
work, is deemed not measurable where the excavation to which such
"working space" refers constitutes a horizontal dimension of 500mm,
or more, between the excavated vertical face and the face of the
structure being built.
Where "working space" is measurable, it shall be deemed to include
all additional excavation, including setting aside suitable excavated
material for use as back-filling, trimming sides, levelling and ramming
bottoms, risk of collapse to sides of such excavations, keeping such
excavations free of water from all sources, back-filling and
compacting to 98% Mod.AASHTO dry density and removing surplus
excavated material.
Density Tests on Earth and other Filling Materials
The contractor will not be entitled to claim for the cost of density,
and/or any other, tests that are required in terms of the specification
of earth and other materials required for "filling" works, where such
tests are a routine requirement contained in the description
associated with such parts of the works, and where the costs of such
tests are therefore an integral cost of the execution of such parts of
the works. The contractor will only be reimbursed for the
"additional" cost of density, and/or any other, tests that are
specifically prescribed in terms of a contract instruction, and which
tests represent additional undertaking by the contractor to that
required by the aforesaid specification.
Budgetary allowance
A budgetary allowance in these bills of quantities is hereby deemed
to mean a sum of money included in the contract sum for work
intended for execution by the contractor, the extent of which is
identified but not detailed (refer to clause 1.1 of the Agreement).
Such work will be evaluated in terms of the conditions of contract.
METHOD STATEMENT
36 893
The contractor is to submit to the principal agent, prior to the
commencement of any contractor's work, a written method
statement in respect of the contractor's proposed site establishment,
service arrangements, site clearance, excavation, location of spoil
heaps, etc., for written approval. If the contractor fails to comply
with this requirement and any "additional" expense is incurred as a
result of the contractor's unilateral choice of the location of his
establishment, or any other such unilateral decision by the
contractor, the consequential cost of rectifying such situation will be
for the contractor's account. Item 1
EXISTING WORK
37 258 The contractor shall verify all levels on site to an approved detail, and
report in writing thereon to the principal agent before commencing
the construction of the works. Item 1
37 623 Insofar as is reasonably possible, the contractor shall identify, and
expose where so directed by the principal agent, all underground
services on site. Item 1
BULK EXCAVATION, FILLING, ETC.
Excavation in earth not exceeding 2m deep
37 988 Excavate not exceeding 2m deep to reduce levels to receive surface
beds. m³ 2 544
Extra over trench and hole excavations in earth for excavation in
38 354 Intermediate material. m³ 280
38 719 Hard rock. m³ 432
CARTING AWAY
Extra over all excavations for carting away
39 084 Surplus material from excavations and/or stock piles on site to a
dumping site to be located by the Contractor m³ 2 517
Keeping excavations free of water
39 449 Keeping excavations free of water Item 1
EARTH FILLING, ETC.
Bulk earth filling obtained from the bulk excavations and/or
prescribed stockpiles on site compacted to 95% Mod. AASHTO
density
39 815 Over site m³ 2 517
Bulk earth filling supplied by the contractor compacted to 95%
Mod. AASHTO density
40 180 Over site m³ 1 010
Prescribed density tests on filling
40 545 Modified AASHTO [American Association of State Highway and
Transportation Officials] Density test. No 3
40 910 Natural California Bearing Ratio test. No 3
41 276 Road Indicator test. No 3
41 641 Field Density test including "Optimum Moisture Content" (four
readings per test). No 3
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 3
CONCRETE, FORMWORK AND REINFORCEMENT
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
All floors/screeds are to be laid in accordance with SABS 0155 - 1980
Accuracy in Buildings and SABS 0155-1980.
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 principal agent. The
testing shall be undertaken by an independent firm, or institution,
nominated by the contractor to the written approval of the principal
agent. (Test cubes are measured separately)
Breeze concrete
Breeze concrete shall consist of twelve parts clean dry furnace ash,
free from coal, or other foreign matter, to one part cement (12:1),
the ash graded up to particles which will pass a 16.5mm ring from a
minimum which fails to pass a 4.75mm mesh. The finer materials
from the screening are to be first mixed with the cement into a
mortar and the ash added afterwards and thoroughly incorporated.
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 re-conditioning 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 to soffits of slabs, beams, etc., shall be deemed to be
propped up exceeding 1.5m and not exceeding 3.5m high, unless
otherwise described.
Formwork to sides of bases, pile caps, ground beams, etc., will only
be measurable where it is prescribed in writing by the principal agent
for design reasons. Formwork necessitated by irregularity, or
collapse of excavated faces, will not be measured and the cost
thereof shall be deemed to be included in the allowance for taking
the risk of collapse of the sides of the excavations, provision for
which risk is made in "Earthworks".
LIGHTWEIGHT CONCRETE
See Plasterer bill.
UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
10MPa/19mm concrete
36 894 Surface blinding to receive footings and bases. m³ 24
REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACE
30MPa/19mm concrete:
37 259 Strip footings m³ 62
37 624 Bases. m³ 77
37 989 Surface beds cast in panels on waterproofing. m³ 341
38 355 Stub columns in foundations. m³ 13
38 720 Upstand beams. m³ 4
39 085 Raft foundation beams m³ 8
39 450 Raft foundation surface beds cast in panels on waterproofing m³ 9
Reinforced Concrete cast in formwork
39 816 Slabs including beams and inverted beams m³ 22
40 181 Stairs including landings, beams and inverted beams. m³ 7
40 546 Ramps. m³ 14
40 911 Beams. m³ 103
41 277 Columns. m³ 41
TEST CUBES
41 642
Making and testing 150 x 150 x 150mm concrete strength test cube. No 95
CONCRETE SUNDRIES
Finishing top surfaces of concrete smooth with a steel trowelled
finish on green 250 micron polyethylene sheeting to comply with
SABS 952 Type C with minimum 150mm lap to DPC to brickwork.
42 007 Concrete slabs, ramps, in panels to falls. m² 51
Finishing top surfaces of concrete smooth with a wood float
42 372 Surface beds, ramps, in panels to falls. m² 57
Finishing top surfaces of concrete smooth with a power-float.
Particular attention is to be paid to the accuracy of the tolerances
that will be acceptable by the principal agent in respect of the
finishing details. Unacceptable tolerances will be rectified and the
cost of rectifications and/or replacement work will be at the
contractor's expense
42 738 Surface beds, in panels. m² 2 456
Polished concrete flooring, including exposing aggregate and Sika
'Curehard 24' or similar approved applied to manufactures
specification - Matt Finish.Supplier: Polished Concrete Flooring (Tel:
(0)11 100 3086 / (0)79 389 8690)
43 103 Surface beds, slabs, etc m² 80
GENERAL FORMWORK [NOT TO CONCRETE DESIGNED BY THE
CONTRACTOR]
ROUGH FORMWORK (DEGREE OF ACCURACY II)
Rougth formwork to sides and soffits
43 468 Bases m² 208
43 833 Rectangular stub columns in foundations. m² 129
44 199 Beams propped not exceeding 3.5m high m² 219
44 564 Beams propped exceeding 3.5m and not exceeding 5m high m² 692
44 929 Sides of ground-beams. m² 482
45 294 Sides of strip footings m² 94
Rough formwork to soffits
45 660 Soffits of slabs not exceeding 250mm thick m² 59
46 025 Soffits of slabs exceeding 250mm and not exceeding 500mm thick
propped up exceeding 1.5m not exceeding 3.5m high. m² 51
46 390 Soffits of stair landings. m² 48
46 755 Treads and risers m² 20
SMOOTH FORMWORK (DEGREE OF ACCURACY II)
Smooth and fair formwork to sides
47 121 Rectangular columns. m² 16
10 961 Rectangular columns with total height not exceeding 3.5m above
bearing level m² 276
11 326 Rectangular columns with total height exceeding 3.5m and not
exceeding 5m above bearing level m² 101
11 691 Rectangular columns with total height exceeding 3.5m and not
exceeding 5m above bearing level. m² 91
12 057 Rectangular columns with total height exceeding 5m and not
exceeding 6.5m above bearing level m² 60
Smooth formwork to sides and soffits
12 422 Isolated beams propped up exceeding 1.5m and not exceeding 3.5m
high. m² 142
12 787 Isolated beams propped up exceeding 3.5m and not exceeding 5m
high. m² 98
Boxing in special formwork to form:
13 152 25 x 25mm Vertical chamfer at corner. m 278
13 518 25 x 25mm Chamfer along top or bottom edge. m 131
MOVEMENT JOINTS ETC
10mm Thick soaked softboard with approved sealant slip joints
between vertical concrete and brick surfaces, including cement
mortar bed
13 883 Not exceeding 300mm wide. m 87
Horizontal keyed construction joints through concrete, 10 x 10mm
approved sealant with polyethylene bond-breaker backing tape,
including 10mm thick jointex with 10 x 10 tear off strip.
14 248 Surface beds not exceeding 200mmm thick. m 576
Isolation joints with closed cell expanded polyethylene filler
between vertical concrete surfaces
14 613 Not exceeding 150mm high vertically between edges of surface bed
and masonry walls. m 376
14 979 Not exceeding 150mm high vertically between edges of surface bed
and concrete columns m 69
Saw-cut joints
15 344
3 x 50mm Saw-cut joints in top of concrete, reamed to 10 x 10mm a
minimum of seven days after concrete is cast, with approved joint
sealant with backing cord and bond breaker strip. m 691
REINFORCEMENT
Mild steel reinforcement to structural concrete work
15 709 Various diameter bars. t 11,17
High tensile steel reinforcement to structural concrete work
16 074 Various diameter bars. t 46,89
Welded steel mesh reinforcement
16 440 Ref. 193 in concrete surface beds, etc. m² 4 286
DOWELS
16 805
20mm Diameter x 350mm long high tensile steel dowel, including
casting one half into surface bed, coated in bituminous bond-
breaker, reinforcing-stools, expansion-cap with Jointex, other half of
dowel cast into abutting concrete. No 207
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 4
WATERPROOFING
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Waterproofing
Waterproofing of roofs 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 250micron polyethylene waterproof sheeting (SANS 952-
1985 type C) with minimum 150mm laps
36 895 Under surface beds m² 2 376
37 260 Under raft foundation m² 106
One layer 375micron polyethylene waterproof sheeting (SANS 952-
1985 type C) with minimum 150mm laps
37 625 In walls. m² 195
WATERPROOFING TO ROOFS, BASEMENTS, ETC
Clean down, prepare, prime, one layer 4mm thick Derbigum SP4
torch-on waterporoofing membrane with 75mm side-laps and
100mm end-laps laid "torch-on", including two coats bituminous
aluminium paint, all by approved Derbigum applicator
37 990 On flat roofs. m² 51
38 356 On bottoms and sides of planter boxes m² 593
38 721 150mm Girth fibreglass/polyester membrane sealed to masonry or
concrete surface, as flashing. m 301
39 086
Additional membrane 300mm girth at internal and external angles. m 79
39 451 Additional membrane around pipe penetration. No 17
PROTECTIVE ROOFING PAINT
Two coats "Silvakote" bituminous aluminium paint
39 817 On waterproofing to roofs. m² 51
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 5
ROOF COVERINGS
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
INDOOR SPORTS COURTS
PROFILED METAL SHEET ROOFING
36 896 Roof sheeting and its accessories is to be guaranteed against failure
in material and workmanship for a period of 10 years after the date
of practical completion. Item 1
Safintra 0.50mm thick "SAFLOK 700 Colorplus AZ150", or equal and
approved, roof sheeting and accessories with "Chromadek"
permanent finish (Colour: "Rain Cloud") on one side, the sheeting
fixed to steel purlins
37 261 Roof covering in single lengths not exceeding 3m, fixed over
insulation (insulation elsewhere measured). m² 2 326
37 626 300mm Wide open valley, including fair raking cutting both sides and
sloping valley gutter with supporting brackets. m 66
37 991
Extra over on valley for purpose-made closure piece at junction of
head of valley with inner corner of masonry parapet wall. No 43
38 357 Extra over ridge capping m 67
38 722 Extra over side aluminium capping m 121
39 087 Extra on valley for fair end at junction of bottom of valley with eaves
gutter. No 46
39 452 Side wall flashing 550mm girth, against abutting side-walls. m 252
39 818
Cover flashing 500mm girth, against abutting side-walls, including
cutting groove in masonry or concrete walls, bending cover flashing
into groove, grouting solid and pointing. m 326
40 183 Narrow and broad rib sheet filler. m 262
40 548 Moulded narrow and broad rib polyethylene filler blocks. m 81
Safintra 0.50mm thick "NEWLOK Colorplus AZ150", or equal and
approved, roof sheeting and accessories with "Chromadek"
permanent finish (Colour: "Rain Cloud") on one side, the sheeting
fixed timber trusses
40 913 Roof covering in single lengths not exceeding 3m, fixed over
insulation (insulation elsewhere measured). m² 76
41 279 Side wall flashing 550mm girth, against abutting side-walls. m 42
41 644
Cover flashing 500mm girth, against abutting side-walls, including
cutting groove in masonry or concrete walls, bending cover flashing
into groove, grouting solid and pointing. m 22
INSULATION
100mm Thick non-combustible, light-weight, "Factorylite", or equal
and approvedd, insulation with white metalised foil facing on one
side, with thermal resistance of 2.56m2.KW
42 009 Insulation laid taut over steel purlins (which are at approximately
1.5m centres), fixed concurrently with roof covering, twice-stapled
foil-edge joints, including white PVC coated straining wires at 300mm
centres [the roof trusses are curved - but insulation measured
horizontally flat]. m² 2 006
Lambdaboard laminated polyisocyanurate core board, minimum of
34kg/m³ core density, minimum thickness of 90mm with thermal
resistance of 3.75 Km²/W, including one coat primer professioal
waterbased gypsum sealer and two coats porfessional super matt,
colour to be specified by architect.
42 374 Insulation to exposed steel trusses m² 389
Watertight testing
42 740 Test the roof sheeting for watertightness. Item 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 6
CARPENTRY AND JOINERY
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Joinery
Hardwoods - All meranti shall have a minimum density of 550kg per
cubic metre at a moisture content of 12% (J.3). Infection and pre-
treatment of timber - The type of preservative used shall be
appropriate to the use of such timber. Unless otherwise described,
any prescribed treatment shall comply with SABS 10005 (J.4). Joinery
- No joinery shall be primed until it has been inspected and approved
in writing by the principal agent (J.9). Counter tops, etc., shall be
constructed of suitably wide boards with glued butt-joints. Boards
shall be in single lengths but, where this is not possible, the heading
joints shall be staggered. Toips shall be secured with metal, or
hardwood, "buttons" (J.9). All joinery shall be manufactured under
similar climatic conditions to those prevailing in the permanent
location of such joinery works (J.9).
Descriptions of frames shall be hereby deemed to include frames,
transoms, mullions, rails, etc.
Descriptions of hardwood joinery shall be hereby deemed to include
pelleting of bolt holes with pellets made from the same type of
hardwood, that matches the colour and grain.
In the case of wrot wood, the dimensions given are the NETT
dimensions, which account for a nominal 3mm planed off each such
wrot face. The contractor is hereby deemed to have taken account of
this in his prices.
Fixing
Items described as "nailed" shall be deemed to be fixed with
hardened steel nails or shot pins to brickwork or concrete.
Decorative laminated finish
Decorative laminate finish Laminate finish shall be glued under
pressure. Edge strips shall be butt-jointed at junctions with adjacent
similar finish.
----------------------------------
DOORS, ETC.
Semi solid timber doors with commercial veneer on both sides for
painting included, with 348 fanlight complete with and including
4mm thick clear glazing, 1.5 thick pair hinges and lock jamb, top
and tie bar unit complete.
36 897 D01 - Overall size 1000 x 2380mm high. Refer to Drawing No AR/BSC-
P2/703.1 No 1
37 262 D01 - Overall size 900 x 2064 mm high. Refer to Drawing No AR/BSC-
P2/701.1 m 4
37 627 D03 - Overall size 1 000 x 2 380mm high. Refer to Drawing No
AR/BSC-P2/703.1 (Toilet Lobby Door) No 1
Semi solid timber doors with commercial veneer on both sides for
painting included, with 348 fanlight complete with and including
6.38mm thick clear PG Intruderprufe glazing, 1.5 thick pair hinges
and lock jamb, top and tie bar unit complete.
37 992
D04 - Overall size 900 x 2 380mm high. Refer to Drawing No AR/BSC-
P2/702.4 (Male & Female Ablution Door-Coffee Shop) No 2
38 358 D05 - Overall size 1 000 x 2 380mm high. Refer to Drawing No
AR/BSC-P2/702.5 (Paraplegic Door-Coffee Shop) No 1
Semi solid timber doors with commercial veneer on both sides
painted including, 1.5 thick pair hinges and lock jamb, top and tie
bar unit complete.
38 723 D03 - Overall size 1000 x 2380mm high. Refer to Drawing No AR/BSC-
P2/701.6 (Lib-05) No 6
Fire rated solid timber door with viewing panel including
commercial veneer paint on both sides ,with 348 fanlight complete
with 1.5 thick pair hinges and lock jamb, top and tie bar unit.
39 088 D01 - Overall size 1800 x 2032mm high. Refer to Drawing No AR/BSC-
P2/702.1 - (Coffee Shop - Service entry kitchen) No 1
Fire rated solid timber door with two 450x250mm 6.5mm thick
intruderpriufe NS laminated safety glazing viewing panel including
commercial veneer paint on both sides ,with 348 fanlight complete
with 1.5 thick pair hinges and lock jamb, top and tie bar unit,
aluminium glazing beads with noeprene gasket .
39 453 D02 - Overall size 1500 x 2032mm high. Refer to Drawing No AR/BSC-
P2/702.2 - (Coffee Shop - Kitchen door) No 1
Fire rated solid Bitcon Rubidor Class B fire resistant timber door
with commercial veneer paint on both sides including 250 x
450mm viewing panel made of double glazed clear Georgian wired
glass with brushed stainless steel frame surround including
aluminium galzing beeds and neoprene gasket ,with 348 fanlight
complete with 1.5 thick pair hinges and lock jamb, top and tie bar
unit complete.
39 819 D03 - Overall size 1000 x 2380mm high. Refer to Drawing No AR/BSC-
P2/702.3 (Coffee shop - Kitchen) No 1
Semi solid timber duct door with commercial veneer on both sides
for painting included, complete with 1.5 thick pair hinges and lock
jamb, top and tie bar unit complete.
40 184 D2 - Overall size 762 x 2 032mm high. Refer to Drawing No AR/BSC-
P2/703.2 Service Duct Door. No 4
40 549
D02 -Semi solid door 762 x 2064mm high, with 400 x 300mm
opening for louvre (D02).Refer to Drawing No AR/BSC-P2/703.2 No 1
40 914
D4 -Semi solid door 1000 x 2032mm high, with 400 x 300mm
opening for louvre (D4).Refer to Drawing No AR/BSC-P2/701.4 No 2
Flush panelled single leaf and swing rebated door by specialist with
commercial veneer on both sides for painting, hung to and
including door frame painted complete.
41 280 D05 - Overall size 875 x 1875mm high. Refer to Drawing No AR/BSC-
P2/701.5 (Lib -0/09, Lib-0/20) No 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 7
CEILINGS AND PARTITIONS
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Descriptions
Items described as "nailed" shall be deemed to be fixed with
hardened steel nails, or pins, or to be 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 500mm centres, and
where described as "bolted", the bolts have been given elsewhere.
Items described as "bolted" are hereby deemed to include holing for
bolts at not exceeding 600mm centres, the bolts being measured
elsewhere.
Notches and holes that do not exceed 300mm diameter, or 0.07m2
in area, are hereby deemed to be included in the descriptions of the
ceilings, bulkheads and partitions, and no claim for additional costs
arising from the tenderer having failed to take this into account will
be acceptable. Openings that exceed 300mm diameter, or 0.07m2 in
area, are measured in number as "Extra over ceiling", or "Extra over
bulkhead", or "Extra over partition", and descriptions are hereby
deemed to include additional trimmers, hangers, etc., insofar as they
apply, and making good.
Ceilings
Unless otherwise described, ceilings shall be deemed to be
horizontal.
Electrical light fittings, diffusers, panels, etc., are generally "lay-in"
units of the same dimensions as the suspension grid and the
contractor is hereby deemed to have made adequate provision in his
cost rates for their support, inclusive of any flexibility in setting out
that may be required (ceiling panels have not been deducted and
pricing is to take cognisance thereof).
Bulkheads
Bulkheads are hereby deemed to be those elements of the ceiling
which are at a lower level to the general surrounding ceiling in a
particular location. "Bulkheads" generally occur along, but are not
necessarily limited to, the perimeter of such a location. The purpose
of a "bulkhead" is hereby deemed to be to conceal services, or to
create an architectural feature, or to fulfill both such purposes.
A "bulkhead" will only be measurable as such when it conforms to
the above-mentioned description and when its horizontal, and
vertical, dimension does not exceed 1 200mm. If the horizontal
dimension exceeds 1 200mm, such work will be measured as part of
the "horizontal ceiling" work.
If the vertical dimension of such work exceeds 1 200mm, it will be
measured as "Vertical step in horizontal ceiling", in lineal metres.
Unless otherwise described, bulkheads shall be deemed to be
horizontal along the length.
Holes through ceilings, bulkheads, partitions and parts thereof
Claims by the contractor for payment for work that is deemed
measurable, in respect of the conditions of contract, and which
comprises:- (1) leaving, or forming, holes and notches through
ceilings, bulkheads, partitions and parts thereof for the
accommodation of services (pipes, cables, ducts, etc.), and (2)
sealing around holes and notches for fire-proofing and/or acoustic
insulation purposes, must be timeously substantiated by the
contractor by means of his obtaining formal, written, itemised,
authorisation from the party responsible for the instruction of such
work. Failure by the contractor to comply with the requirements
described in items (1) and (2) hereinbefore will invalidate any such
claim by the contractor and the costs of such work will be for the
contractor's account. It is the contractor's responsibility to give
reasonable written notice to the principal agent for the purposes of
mutually viewing and evaluating, at a reasonable time that is
mutually convenient, the abovementioned work with the contractor
before such work is covered up. Failure by the contractor to comply
with such notice requirements will require the contractor to expose,
and re-cover, such work, for the purposes of its due viewing and
evaluation, at the contractor's own cost.
Steel components
All steel components for ceilings, partitions, etc., are to be galvanised
in accordance with SANS 121.
SUSPENDED CEILINGS
CEILING TILES
Proprietary suspended ceilings
NOTE: Electrical light fittings, diffusers, panels, etc. generally are "lay
in" units of the same dimensions as the suspension grid described
and allowance must be made accordingly for their support inclusive
of any flexibility in setting out that may be required (ceiling panels
have not been deducted and pricing is to take cognisance thereof). ---
----------------------------
Ceiling comprising 595 x 595 x 9mm thick Gyprex Fissured ceiling
tiles backed with 25mm thick polystyrene insulation, fissured
white finish, suspended on, and including, "Donn QRC T38V" tee
suspension system with main tees at 1200mm centres and cross
tees between each tile at 600mm centres all according to
manufactures specifications, including hold-down clips, galvanised
hangers, etc.
36 898
Ceilings suspended not exceeding 1000mm below steel purlins which
are at centres exceeding 1200mm and not exceeding 1400mm. m² 218
37 263 Extra over ceiling for opening for sprinkler head. No 60
37 628 Extra over ceiling for opening for 600 x 600mm light fitting. No 40
37 993 Extra over ceiling for 600 x 600mm opening for ventilation grille/air
conditioning diffuser No 20
Ceiling comprising 1195 x 595 x 9mm thick Gyprex Fissured ceiling
tiles backed with 25mm thick polystyrene insulation, fissured
white finish, suspended on, and including, "Donn QRC T38V" tee
suspension system with main tees at 1200mm centres and cross
tees between each tile at 600mm centres all according to
manufactures specifications, including hold-down clips, galvanised
hangers, etc.
38 359
Ceilings suspended not exceeding 1000mm below steel purlins which
are at centres exceeding 1200mm and not exceeding 1400mm. m² 362
38 724
Extra over suspended ceiling with Nuclad ceiling tiles for peripheral
margin against surrounding walls, the margin not exceeding 500mm
wide, comprising 6.4mm thick plasterboard, skim-plastered, and with
shadow-line perimeter detail against wall [see detail on drawing No.
AR/BSC-P1-MPC/220 stage T] and "Flush plaster and Lay-in Interface
Detail [see drawing No. AR/BSC-P1-MPC/220 stage T], including Donn
plaster trims against walls, Donn corner-beads and Donn SM25 wall-
angles at interfaces [First Floor Offices 4, 5, 6]. m 170
39 089 Extra over ceiling for opening for sprinkler head. No 90
39 454 Extra over ceiling for opening for 600 x 600mm light fitting. No 121
39 820 Extra over ceiling for 600 x 600mm opening for ventilation grille/air
conditioning diffuser No 112
FLUSH PLASTERBOARD CEILINGS
Gypsum board flush plastered ceiling, comprising 9.5mm thick
Rhinoboard, "Donn QRC T37K" suspension system, galvanised main
tees at 1200mm centres and cross- tees at 600mm centres, joints
taped and the whole ceiling skim- plastered and polished
40 185 Ceilings suspended not exceeding 1000mm below steel purlins which
are at centres not exceeding 1200mm. m² 487
40 550
Ceilings suspended exceeding 1000mm and not exceeding 2000mm
below steel purlins which are at centres not exceeding 1200mm. m² 213
40 915 L-section bulkhead 600mm wide x 100mm high, suspended not
exceeding 1m below concrete soffits m 69
41 281 L-section bulkhead 735mm wide x 100mm high, suspended not
exceeding 1m below concrete soffits m 47
41 646 L-section bulkhead 600mm wide x 1Â 365mm high, suspended not
exceeding 1m below concrete soffits m 23
42 011 Circular cutting around 300mm diameter units. m 32
42 376 Opening for sprinkler head. No 45
42 742
Extra over ceiling for opening for 150mm diameter downlighter. No 96
43 107 Extra over ceiling for opening for 600 x 600mm light fitting. No 101
43 472 Extra over ceiling for 600 x 600mm opening for ventilation grille/air
conditioning diffuser. No 61
Circular Gyroc Rhino Board with 3mm skim hanged with Donn
Galvanised Hanger Wire coat plaster fixed to 25 x 25mm galvanised
steel angles using Gyproc Rhinoboard SharpPoint screws, as per
architects specifications.
43 837 1Â 500mm Diameter panel No 16
Everite 10mm high density Nutec plain flat sheet fixed onto timber
support frame to manufacturers specifications
44 203 Ceilings suspended not exceeding 1000mm below steel purlins which
are at centres not exceeding 1200mm. m² 904
Cornices, etc
44 568
Donn plaster trim cornices plugged at 300mm centres(Shadowline
perimeter detail on drawing AR/BSC-P1-MPC/220 stage T). m 1 196
44 933 Plaster Trim m 551
PARTITIONS, ETC.
Services in partitions:
Partitions accommodate some services, such as electrical conduits,
switches, power outlet points, light-points, etc. Such electrical
conduits, switches, power-outlet points, light-points, etc., will form
part of the electrical work. The provision and making good of holes
through partitions, and elements of the partitions, is hereby deemed
to be part of the contractor's general attendance on the electrical
work. The contractor is hereby deemed to have timeously
familiarised himself with all such service requirements' provisions to
the extent that such provisions will be included in the contractor's
Construction Programme and General Attendance scope of works.
Only if the contractor is forced, through no fault of his own, to
undertake, out of sequence, the creation and making good of holes,
etc., through partitions, and elements of partitions, will such special
attendance be regarded as being additional work and be measured
as such in terms of the conditions of contract.
Gypwall Firestop 102/F60/S55, or equal and approved, dry-wall
partitioning, installed accoridng to manufacturers specifications
Range of stud options to match performance requirements; Acoustic
stud option for enhanced acoustic performance; Achieves high levels
of sound insulation up to Rw 81dB; Donn UltraSTEEL metal
framework will not twist, warp or rot; Fire resistance tested in
accordance with SANS 10177: Part 2; Acoustic ratings tested in
accordance with SANS ISO 140-3: 1995; Impact rating tests according
to in BS 5234: Part 2.
Drywall partitioning, unless otherwise described, shall comprise steel
studding formed of top- and bottom-tracks with vertical studs at
maximum 600mm centres, friction-fitted, or pop-riveted, to the top-
and bottom-tracks, with similar additional vertical studs, as
necessary, at abutments, ends, etc. and covered on both sides with
two layers of 15mm thick wallboard screwed to studding with
"Drywall" screws at maximum 220mm centres. the cavity filled with
and including 102mm thick Isover Cavitybatt. Boards are to be butt-
jointed, finished with tape and jointing compound. Both sides of
each partition are to be finished with gypsum skim plaster and
trowelled to a smooth polished surface. Intersections and abutments
are measured separately and descriptions shall be deemed to include
any additional studs, corner beads, jointing compound, tape, etc.
NOTE: Wall paper and/or paint and varnish finishes are measured
elsewhere. ---------------------------------
45 298 Partitioning 4.37m high with bottom track plugged and top track
plugged to soffit of roof covering. m 65
45 664 Extra over partition 4.37m high for vertical abutment. No 20
46 029 Extra over partition 4.37m high for fair end. No 5
46 394 Extra over partition 4.37m high for T-junction. No 2
46 759 Extra over partition 4.37m high for corner. No 15
PG BISON 22mm thick, melamine faced Bisonboard, including Peen
finish to architects approval
47 125 Column cladding m² 38
ACOUSTIC WALL PANELS
Custom made "Tunesober" acoustic wall panels by Green Acoustics,
or similar approved fixed to wall as per manufactures details
10 965 To walls m² 117
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 8
FLOOR COVERINGS
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
All floors/screeds are to be laid in accordance with SABS 0155 - 1980
Accuracy in Buildings and SABS 0155-1980.
FLOOR COVERINGS
Internal floor screeds are described and measured with each
individual type of floor covering item and the cost of each floor
covering item is therefore deemed to include the cost of its screed.
36 899 Timeously test all sub-floor concrete for moisture content, prior to
laying its finish, and issue the results to the principal agent in an
acceptable, clear, legible and easily understandable format [Refer to
Specification document page 2, fourth item; and page 3, bottom of
page]. Item 1
Legno 0.5mm stick down vinyl click floor covering, laid with, and
including, adhesive, on, and including its screeed
37 264 Floors m² 1 391
37 629 Floors in narrow widths m² 63
Belgotex Hercules 3.66m Broadloom
37 994 Floors m² 413
38 360 Floors in narrow widths m² 22
Entrance matting - Star gripper plus Product code 5901 (Indicated
supplier Matcomarketing or equally approved). Matting laid in
15mm deep recessed opening in screed, edged with aluminium
edging strip. Colour- Black PVC with charcoal grey inserts.
38 725 Floors m² 21
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 9
IRONMONGERY
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to fall into Work Group No. 132 for Cost Price Adjustment
Purposes. ---------------------------------
BATHROOM FITTINGS
36 900 'FRANKE" Double toilet roll holder Model/Type STRX672. Toilet
rollholder with spindle system for wall mounting, maufactured from
18/10 1.2 Stainless steel, satin finished with surface treatment.
Product Code 359716. No 22
37 265
'FRANKE" Sanitary Towel Disposal Bin Model/Type STRX611. Surface
mounted disposal bin, manufactured from 18/10 1.2mm Stainless
steel satin finished with surface treatment. Product Code 359740. No 11
37 630
'FRANKE" Soap Dispenser Model/Type STRX618. Surface mounted
soap dispenser, manufactured from (18/10) 1.2mm Stainless steel,
satin finished with surface treatment. Product Code 359705 No 22
37 995
'FRANKE" Hand Dryer Model/Type HF2400HD. Sensor operated hand
dryer for wall mounting. manufactured from (18/10) 1.2mm Stainless
steel. With Satin finish. Product Code 359961. No 4
38 361 'FRANKE" Paper Towel Dispenser/Type RODX600 for wall mounting,
0.8mm stainless steel, surface satin finished, folded front cover,
cylinder lock with Franke standard key, incl. stainless steel screws
and dowels No 10
38 726 FRANKE Waste Bin Model/Type STRX605. Surface mounted waste
bin, manufactured from 18/10 1.2mm Stainless steel satin finished
with surface treatment. Product Code 359730 No 14
39 091 Kimberley Clark SA Fragrance Dispenser by "Kimberley Clark SA" or
acceptable equivalent No 14
39 456 HARROGATE Condom Dispenser unit, with Grade 304 satin finsh
stainless steel, or acceptable equivalent No 11
39 822 Cobra T SPRAY-KIT Trigger control hand spray, high pressure
Chromalux hose, angle valve and hand shower holder or acceptable
equivalent No 3
PINNING BOARDS, WRITING BOARDS, PROJECTION SCREENS, ETC.
Ascot Site Solutions Executive
40 187 3000 x 1200mm High Excecutive magnetic white writing board with -
Aluminum frame including full length pentray by Ascot Solutions or
similar apporved, plugged. No 4
INTERNAL WINDOW ROLLER BLINDS
All roller blinds are fixed to the plastered reinforced concrete soffits
of openings.
Roller Blinds - Polyester and Cotton Blend - colour to Architects
Selection
40 552 4 400mm wide x 5 600mm high. No 3
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 10
STRUCTURAL STEELWORK
NOTE: Tenderers are advised to study the Model Preambles for
Trades and the Project Specification before pricing the 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 Where anchor
bolts are described as embedded in sides or soffits of concrete it
shall be deemed to include holes through formwork
General Notes
1.) Steelwork shall be in accordance with the following
specification:-(a) Structural steelwork SABS 10162 Part 1 and SANS
2001- CSI(b) Hot rolled sections SABS 1431.(c)
Fabrication and erection SABS 1200H.2.) Steelwork is to be grade
S355JR (Steel EN 10025-2-S355JR); Hollow sections - steel with a
yield stress of 300 MPa to SANS 657 part 1.3.) Unless indicated
otherwise, all site splices, moment- connections and butt-welds are
to be full-strength.4.) All bases are to have 50mm diameter
grouting holes.5.) All bolts are to be grade 8.8.6.) Two bolts
minimum per connection for channels and bracing only (eccentric
loadings are to be avoided).7.) All beams are to have a minimum of
four bolts per connection.8.) Unless indicated otherwise, all welds
are to be 6mm continuous fillet.9.) Minimum plate thickness is to
be 8mm, unless otherwise indicated.10.) Unless indicated
otherwise, the number of end-connection bolts must satisfy the
loads shown on the steelwork plans.11.) End connection bolts are to
be equally spaced along the end plate, or cleat.12.) Loadings
under 150kN are omitted.13.) All steelwork numbers are to be
prefixed.
Corrosion protection and its cost The cost of all structural steel,
including galvanised elements, and the one-side of all gutters and
rainwater down-pipes, is hereby deemed to include the removal by
scraping of all mill-scale, the removal of all grease and contaminants
using Plascon Aquasolv degreaser (code Gr.), or similar and approved
method, followed by fresh water rinses, and preparing the steel with
wire-brushing to Grade St.3 of Swedish Standard SIS 05 59 00; and
one coat (35-microns) zinc phosphate primer, in accordance with
SABS681; and one coat (35-microns) multi-purpose undercoat, in
accordance with SABS681; and one coat alkyd-based enamel (35-
microns) to an approved colour. Damaged areas of paint shall be
deemed to be made good on site by the contractor in accordance
with SABS0120 and tendered rates are deemed to include all these
requirements.
All structural steelwork, including welding, is to be to an extremely
neat aesthetic standard and to "architectural standard". Work that
does not comply with the requisite architecturally aesthetic
standards will require to be replaced at the cost of the contractor.
SHOP DRAWINGS
36 901
The contractor shall timeously prepare and submit one set of "shop
drawings" of the proposed structural steel part of the works which
drawings depict all the required design information, assumed
loadings, applied finishes, cladding, etc., to the required scale. Such
shop drawings shall be verified as being to his/her approval by the
appended signature of a currently registered structural engineer
[PrEng.] employed by the contractor. Item 1
Bolts to columns, beams, etc.
37 266
20mm Diameter chemical anchor bolt, 500mm girth, including
mortice in reinforced concrete [Indoor Sports Courts roof trusses]. No 52
STEEL COLUMNS
Galvanised column support bolted to steel and concrete
37 631 254 x 146 x 37 I-Section t 3,33
37 996 320 x 200 x 10mm Rectangular Hollow Section t 0,48
Welded bracing, etc. with flat section connection plates bolted to
steel
38 362
Allowance for connection plates, base plates, angle-sections and bolts t 0,05
STEEL PURLINS, GIRTS, BRACING, ETC.
Purlins bolted to steel
38 727 125 x 75 x 20 x 2.5mm x 5.82kg/m Cold-formed lipped channel-
section [CFLC] purlins t 1,60
39 092 125 x 75 x 20 x 2mm x 4.71kg/m Cold-formed lipped channel-section
[CFLC] purlins t 8,83
Welded bracing, etc. with flat section connection plates bolted to
steel
39 457
Allowance for connection plates, base plates, angle-sections and bolts t 1,57
STEEL RAFTERS
Welded columns, roof elements of IPE section rails, struts, braces,
cleats, etc and flat section bearer, gusset and connection plates
bolted to steel
39 823 356 x 171mm x 45kg/m I-section t 43,61
40 188 203 x 133 x 25kg/m I-section beam t 2,72
Bolts to trusses etc
40 553 M16 HD Bolts No 96
HAILGUARDS
Mentex 130/VEM 280D galvanised expanded metal mesh 8 x 20mm
x 3.27kg/m²
40 918 Hailguards 1000mm girth four-times bent along length laid loose in
box gutters, in manageable lengths. kg 344
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 11
METALWORK
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Descriptions of bolts, anchors, etc
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
Items described as "holed for bolt(s)" shall be deemed to exclude the
bolts unless otherwise described
Items described as "plugged" shall be deemed to include screwing to
fibre, plastic or metal plugs at not exceeding 600mm centres
SUNDRY GALVANISED STEELWORK
Corner protectors
36 902 80 x 80 x 8mm x 9.63kg/m L-section corner protectors in varying
lengths with 12mm diameter fishtail lugs each 150mm girth welded
on at 500mm centres, cast into concrete, or cut and pinned into
masonry [In No. 72]. kg 752
PERFORATED ALUMINIUM DECORATIVE SCREENS
For "Special Scaffolding" for the Screens part of the works [if
required by the contractor] refer to BUILDER'S WORK IN
CONNECTION WITH SPECIALIST TRADES bill.
Hunter Douglas 400 AF solar control fin, powder coated to
architects specifications , or equal and approved, fixed with, and
including metal framed surrounds, coupling sections and integrated
supplementary support-work, fixed to reinforced concrete,
including all setting-out, temporary supports, insulation, spacers
and fixings
37 267
Louvres to faקade, including approximately 100mm continuous
profile wide all around [viz.cill, head, two reveals], structural
supporting frames fixed to reinforced concrete, and/or masonry, and
all fixings conplete as per detail drawing AR/BSC-P2/502 . m² 153
SUNDRY ALUMINIUMWORK
300 x 80mm powder coated aluminium cappings with sealed joints
fixted to brickwork or concrete as per architects specifications
37 632 Wall cappings m 290
Prefabricated powder coated aluminium fascia profile as per
architect's specifications
37 997 Approximately 2020mm Girth paneling with 3 bends, including all
supportwork and fixing to brickwork and steel as per architects
specifications m 75
Prefabricated seamless powder coated aluminium gutter size to
engineers speifications
38 363 Gutters fixed to roof sturcture and brickwork m 177
38 728 Extra over for bends No 8
39 093 Extra over for ends No 12
39 458 Extra over for downpipes No 14
Prefabricated powder coated aluminium louvre grills fixed to doors
complete as per architects specifications
39 824 400 x 300mm louvre grille No 2
Trellidor TSS800 Bifold Aluminium security shutter installed
complete as per manufactures specifications. Colour as per
architects specification.
40 189 Approximately 5Â 165 x 3Â 620mm high shutter gate No 1
40 554 Approximately 5Â 220 x 3Â 620mm high shutter gate No 1
40 919 Approximately 4Â 034 x 2Â 600mm high shutter gate No 1
41 285 Approximately 5Â 611 x 2Â 600mm high shutter gate No 3
PROFILED METAL SHEET CLADDING
Safintra 0.50mm thick "NEWLOK Colorplus AZ150", or equal and
approved, roof sheeting and accessories with "Chromadek"
permanent finish (Colour: "Rain Cloud") on one side, the sheeting
fixed to masonry walls and/or timber
41 650 Side wall cladding m² 24
GALVANISED MILD STEEL HANDRAILS, BALUSTRADES, ETC.
Welded sloping handrails to stairwells, ramps
42 015
40mm External diameter continuous pipe rails with 2mm wall
thickness, including 12mm diameter x 150mm girth bent pin with
one end welded to hand-rail at not exceeding 450mm centres, and
other end cut and pinned to wall, including mortice. m 17
Extra over hand-rail for
42 380 Rounded closed end. No 6
42 746 Mitred L-intersection. No 8
43 111 Ramp or knee. No 6
Fixings and sundries
Welded balustrading, comprising 50mm diameter hand- and
bottom-rail, 40mm diameter posts at not exceeding 1400mm
centres, including welded-joint connections, filled in with
approximately 1275 x 800mm high perforated steeel plate panels,
each panel fixed with, and including six U-shaped steel cleats with
bolt and cap nuts, to posts and hand-rails
43 476 1000mm High horizontal balustrading m 13
43 841 1000mm High raking balustrading. m 29
Extra over balustrading for the following:-
44 207 90° Angle short-radius bend on hand- or bottom-rail. No 4
44 572 1000mm Wide vertical closure-rail including two 90° bends [joining
horizontal hand- and bottom-rails together]. No 2
44 937 1000mm Wide vertical closure-rail including one 45° and one 135°
bends [joining raking hand- and bottom-rails, which are 1000mm
apart]. No 8
DOOR FRAMES, DOORS, WINDOWS, ETC.
1.2mm thick mild steel single rebate door frame (including wall-
cramps, three butt-hinges per door-leaf, stainlesss steel keep for
door-lock, preparing and priming frames, but painting measured
elsewhere) frames suitable for half brick thick walls
45 302 1.2mm thick steel single rebate door frame 762 x 2064mm high
complete with 1.5mm thick hinges and lock jamb, top and tie bar
unit. (D02) No 5
45 668 1.2mm thick steel single rebate door frame 900 x 2064mm high, with
348fanlight complete with 1.5mm thick hinges and lock jamb, top
and tie bar unit. (D1 , D3, D4) No 6
46 033 1.2mm thick steel single rebate door frame 1000 x 2032mm high,
with 348 fanlight complete with 1.5mm thick hinges and lock jamb,
top and tie bar unit m 2
46 398 1.2mm thick steel single rebate door frame 1000 x 2032mm high,
with 348 fanlight complete with 1.5mm thick hinges and lock jamb,
top and tie bar unit No 8
46 763 1.2mm thick steel single rebate door frame 1800 x 2032mm high,
complete with 1.5mm thick hinges and lock jamb, top and tie bar
unit. No 1
47 129 1.2mm thick steel single rebate door frame 1000 x 2064mm high,
with 348fanlight complete with 1.5mm thick hinges and lock jamb,
top and tie bar unit. No 1
10 969 By Specialist (D5) No 2
1.6mm thick mild steel single rebate door frame (including wall-
cramps, three butt-hinges per door-leaf, stainlesss steel keep for
door-lock, preparing and priming frames, but painting measured
elsewhere) frames suitable for half brick thick walls
11 334 Frame of door 1500 x 2032mm high No 1
GALVANISED STEEL WINDOWS, DOORS, ETC
Refer to attached window schedules AR/BSC-P2/603(playground and
Study Centre), AR/BSC-P2/601 (Library) AR/BSC-P2/602 (Coffee Shop)
for details of screens, doors and windows. The Tenderer is hereby
deemed to have taken all such details into account in his/her Tender.
All frames to be covered and protective tape during construction
using low tac pvc tape and plasteic sheeting to internal and external
surfaces Protection to be removed only once construction work
about the frame is complete. Openings to be measured on site prior
to manufacturing All dimensions to be verified on site before
commencement of shop drawings or manufactire. Any errors,
discrepancies or omissions to be brought to the attntion of the
Archtects immediately.
Galvanised steel frame painted to Architect specification with PG
Intruderprufe 6.38mm NS glass, including ironmongery complete,
sealing, etc and fixing to brickwork or concrete.
11 699 Overrall size 600 x 672mm high, refer to detail drawing AR/BSC-
P2/603.1 (W-01) -Disabled toilet/Cleaner's store No 2
ALUMINIUM WINDOWS, DOORS, ETC.
General Specification for glazed architectural products, insofar as
they do not conflict with the architect's Specification.
The Specification for glazed architectural products shall be that
described in Chapter I of the AAAMSA Fenestration Selection Guide
for Glazed Architectural Products, dated June 2008 Version 1.0.In
terms of clause 1.3.1.1, unless otherwise described elsewhere, the
contractor shall assume a Terrain Category 1. In terms of clause
1.3.1.3, unless otherwise described elsewhere, the contractor shall
allow for thermal movement due to an atmospheric temperature
range of -10degrees Celsius to 庂랞 Celsius.In terms of clause
1.3.1.4, unless otherwise described elsewhere, the contractor shall
allow for opening vents to be tested in accordance with AAAMSA
Performance Test Criteria for performance category A3.
The Specification for Testing Procedures for glazed architectural
products shall be that described in Chapter II of the AAAMSA
Fenestration Selection Guide for Glazed Architectural Products,
dated June 2008 Version 1.0.
The Specification for Design of glazed architectural products shall be
that described in Chapter III of the AAAMSA Fenestration Selection
Guide for Glazed Architectural Products, dated June 2008 Version 1.0.
The Specification for Selection of Glazing Materials for glazed
architectural products shall be that described in Chapter IV of the
AAAMSA Fenestration Selection Guide for Glazed Architectural
Products, dated June 2008 Version 1.0.
The Specification for Glazing of glazed architectural products shall be
that described in Chapter V of the AAAMSA Fenestration Selection
Guide for Glazed Architectural Products, dated June 2008 Version 1.0.
The Specification for Hardware and Door Controls for glazed
architectural products shall be that described in Chapter VI of the
AAAMSA Fenestration Selection Guide for Glazed Architectural
Products, dated June 2008 Version 1.0.
The Specification for Surface Finishes of glazed architectural products
shall be that described in Chapter VII of the AAAMSA Fenestration
Selection Guide for Glazed Architectural Products, dated June 2008
Version 1.0.
The Quality Assurance, Inspection Guidelines and Certification for
glazed architectural products shall be that described in Chapter X of
the AAAMSA Fenestration Selection Guide for Glazed Architectural
Products, dated June 2008 Version 1.0. ---------------------------------------
---
IMPORTANT NOTE Any window described in the bills of quantities as
being "fixed into prepared opening in Partition" is deemed to be
ultimately permanently fixed therein by means of a system, that
renders the installation waterproof, and has the prior written
approval of the principal agent. Partitions that have been described
in the bills of quantities as "including openings for windows" are
deemed to have openings that are so designed and constructedd
that they form an integral part of the above-mentioned system that
is guaranteed by the contractor to be waterproof.
12 065
Submit a copy of the relevant AAAMSA Performance Test Certificate
from the manufacturer who is supplying the products. Only
Certificates validated after 15 January 2003 are acceptable. Item 1
12 430 Submit the AAAMSA Surface Finishing Certificate confirming that all
anodising and/or powder-coating is in accordance with SANS 999
and SANS 1796 respectively. Item 1
12 795
Submit a guarantee of not less than fifteen years for each proposed
powder from the powder manufacturer. The specific conditions
contained in such guarantee shall form part of the powder-coating
process and may only be applied by an approved powder-applicator. Item 1
13 160 Submit the AAAMSA Glass and Glazing Certificate confirming that
glazing has been installed in accordance with SANS 10137, that
safety glazing has been installed in the mandatory areas and that
each individual pane of safety glazing material has been permanently
marked accordingly. Item 1
13 526 Submit a warranty from the manufacturer of the laminated safety
glass against delamination and colour-degradation for a period of
not less than five years. Item 1
13 891
Timeously prepare "working drawings" for all glazed aluminium work
and submit one set to the principal agent for written approval prior
to starting its manufacture. Such drawings shall depict all the design
and technical information that could be reasonably expected in
order to depict the comprehensive specification of such proposed
work, including assumed wind-loading, glass and glazing,
ironmongery, method of fixing, finishes, etc. The selection of
aluminium alloy extrusions and the specific hardware and
door/window-controls for this work is at the discretion of the
contractor. But, before making any assumptions in this respect, the
contractor shall submit samples of all his proposals and obtain the
principal agent's written approval thereof. All costs arising from the
contractor's failure to comply with this requirements shall be for the
contractor's account. Item 1
Testing of windows to ensure watertightness
14 256
As the windows are fixed they shall be glazed and prepared so that
each window can be tested for watertightness with water sprayed on
by means of a 20mm hosepipe using adequate pressure. If the
pressure proves to be inadequate, in the opinion of the principal
agent, then the pressure in the hosepipe shall be boosted by means
of compressed air, or other approved means. Each window section
shall be tested under the supervision of the principal agent and
approved, in writing, before final acceptance of the fenestration. Item 1
Sample glazed anodised aluminium window
14 621
Sample natural anodised aluminium window size overall 1200 x
2560mm high (as window W05) to serve as a "mock-up". This sample
will be evaluated by the principal agent for quality acceptability.
After approval, this window shall remain built in position for the
duration of the execution of the works, as representing the approved
standard for such materials and workmanship. No 1
14 987 Conduct static and dynamic tests on the "mock-up", in accordance
with the principal agent's requirements. Item 1
GLAZED ALUMINIUM WINDOWS, SCREENS, DOORS
Refer to attached window schedules AR/BSC-P2/603(playground and
Study Centre), AR/BSC-P2/601 (Library) AR/BSC-P2/602 (Coffe Shop)
for details of screens, doors and windows. The Tenderer is hereby
deemed to have taken all such details into account in his/her Tender.
Notwithstanding what is contained in the fourth paragraph of clause
1 on page 1 of the Standard System of Measuring Building Work, and
without altering its intention, or the intention of anything else
contained in such Standard System, the cost-rate for glazed
aluminium work is hereby deemed to include for all fixing in position
and protection of such work. The design requirement is that the
glazed aluminium work is built directly into the masonry, or
concrete, or steel, structure without benefit of "subframes", or
"grounds", or similar means of pre-forming openings, unless this is
deemed by the contractor to be essential, in which case the
contractor is hereby deemed to have taken this essential
requirement into account in his pricing and to have stated such
requirement in his Qualificvations to Tender. All costs that might
arise from the contractor's failure to comply with this requirement
shall be for the contractor's account.
Cost rates are hereby deemed to include the cost of all louvres,
ironmongery for louvres, handles, locks, butt-hinges, accessories,
glass and glazing and the required finish all as indicated on the
window schedule, and in the Preambles and Specification.
The cost of doors are hereby deemed to include the cost of three
heavy-duty butt-hinges per glazed leaf, two 150mm long concealed
barrel-bolts and keeps per leaf, one narrow-stile concealed master-
keyed mortice-lock per door, one heavy-duty door closer per leaf. All
ironmongery is deemed to be high quality in a finish, and with
fixings, that match the doors.
Reynaers CW 50 redesign Alu Stand Komp Gasket 9/3.5mm (9/9mm
TT) approved, purpose-made, powder coated natural silver
aluminium, windows in accordance with window schedules and
drawings (location shown in brackets after each item), in
accordance with AAAMSA standards PTHA2 and PSHA2, including
outer-surrounds, mullions, transoms, opening-casements, louvres,
butts, patented opening-catches, keeps, hold-open mechanisms,
handles, fixings, glazed with, and including 6.mm thick Cool lite ST
120 toughened, or equal and approved.glass
15 352 Overall size 10885mm x 3600mm high. refer to drawing nbr AR/BSC-
P2/601.1 (W1- Library - Activity Room). No 1
HBS Nuklip casement, purpose-made,powder coated aluminium
(charcoal grey or equally approved), windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, 3 No. SECNO N 24 25
230V ac Chain actuator and including 6.mm thick Cool-lite ST 120
toughened and equal approved glass
complete.|H3|0.0|||||22/11/2019 10:44:16|
15 717 Overall size 450mm x 450mm high. refer to drawing no. AR/BSC-
P2/601.2 (W2- Library - Study centre/Activity room) No 2
16 082 Overall size 1500mm x 450mm high. refer to drawing no. AR/BSC-
P2/601.4 (W4- Library - Study centre) No 1
16 448 Overall size 1500mm x 450mm high. refer to drawing no. AR/BSC-
P2/601.6 (W6- Library - Staff room) No 1
16 813 Overall size 2700mm x 700mm high. refer to drawing no. AR/BSC-
P2/602.7 (W7- Coffee shop - Kitchen area) No 3
17 178 Overall size 5400mm x 800mm high. refer to drawing no. AR/BSC-
P2/602.8 (W8 - Coffee Shop Roof) No 2
17 543 Overrall size 3550 x 900mm high, refer to detail drawing AR/BSC-
P2/603.2 (W-02) - Roof No 2
HBS Nuklip shopfront, purpose-made,powder coated aluminium
(charcoal grey or equally approved), windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, and including
6.mm thick Cool-lite ST 120 toughened or equal approved glass
complete
17 909 Overall size 850mm x 2040mm high. refer to drawing no. AR/BSC-
P2/601.3 (W3- Library - Study centre) No 1
18 274
Overall size 1000mm x 2700mm high. refer to drawing no. AR/BSC-
P2/601.10 (W10- Library - General library/E-learning/Activity room) No 21
HBS Nuklip casement, purpose-made,powder coated aluminium
(charcoal grey or equally approved), windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, and including 6.mm
thick Armourscreen solid colour TSG or equal approved glass
complete.|H3|0.0|||||22/11/2019 10:44:16|
18 639 Overall size 450mm x 450mm high. refer to drawing no. AR/BSC-
P2/601.7 (W7- Library - Male ablutions) No 2
HBS Nuklip window wall, purpose-made,powder coated
aluminium (charcoal grey or equally approved), windows in
accordance with window schedules and drawings (location shown
in brackets after each item), in accordance with AAAMSA standards
PTHA2 and PSHA2, including outer-surrounds, mullions, transoms,
opening-casements, louvres, butts, patented opening-catches,
keeps, hold-open mechanisms, handles, fixings, glazed with, and
including 6.38mm thick PG Intruderprufe NS , clear or equal
approved glass complete.
19 004 Overall size 1000mm x 2860mm high. refer to drawing no. AR/BSC-
P2/601.11 (W11- Library - Activity room) No 1
19 370 Overall size 1800mm x 2860mm high. refer to drawing no. AR/BSC-
P2/601.12 (W12- Library - Activity room/E-learning entry room/E-
learning) No 4
HBS Nuklip casement, purpose-made,powder coated aluminium
(charcoal grey or equally approved), windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, and including 6.mm
thick Cool lite ST 120 toughened or equal approved glass
complete.|H3|0.0|||||22/11/2019 10:44:16|
19 735
Overall size 1500mm x 2860mm high. refer to drawing no. AR/BSC-
P2/601.8 (W8- Library - Main entry/E-learning entry lobby) No 1
Reynaers CW 50 redesign Alu Stand Komp Gasket 9/3.5mm (9/9mm
TT) approved, purpose-made, powder coated (natural silver or
equally approved) aluminium, windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, and including
6.mm thick Cool lite ST 120 toughened, or equal and approved.glass
20 100 Overall size 22177mm x 3600mm high. refer to drawing no. AR/BSC-
P2/601.5 (W5- Library - Study centre) No 1
20 465 Overall size 10219mm x 3600mm high. refer to drawing no. AR/BSC-
P2/601.9 (W9- Library - Children library) No 1
HBS Nuklip shopfront, purpose-made,powder coated aluminium
(natural silver or equally approved), windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, and including
6.38mm thick PG Colourvue or equal approved glass
complete.|H3|0.0|||||22/11/2019 10:44:17|
20 831 Overall size 2980mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.13 (W13- Library - Ramp) No 1
21 196 Overall size 6900mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.14 (W14- Library - Ramp) No 1
21 561 Overall size 5659mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.15 (W15- Library - General library) No 1
21 926 Overall size 5500mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.16 (W16- Library - General library) No 2
22 292 Overall size 2700mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.18 (W18- Library - Study centre) No 2
22 657 Overall size 5400mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.19 (W19- Library - General library) No 2
23 022 Overall size 5334mm x 2200mm high. refer to drawing no. AR/BSC-
P2/601.20 (W20- Library - Children library) No 1
'HBS' Coastal 700, purpose-made,powder coated aluminium
(charcoal grey or equally approved), windows in accordance with
window schedules and drawings (location shown in brackets after
each item), in accordance with AAAMSA standards PTHA2 and
PSHA2, including outer-surrounds, mullions, transoms, opening-
casements, louvres, butts, patented opening-catches, keeps, hold-
open mechanisms, handles, fixings, glazed with, and including
6.38mm thick PG Colourvue or equal approved glass complete.
23 387
Overall size 2700mm x 2248mm high. refer to drawing no. AR/BSC-
P2/601.17 (W17- Library - Study centre/Children library) No 3
HBS Nuklip window wall or equally approved, purpose-
made,powder coated aluminium (natural silver or equally
approved), windows in accordance with window schedules and
drawings (location shown in brackets after each item), in
accordance with AAAMSA standards PTHA2 and PSHA2, including
outer-surrounds, mullions, transoms, opening-casements, louvres,
butts, patented opening-catches, keeps, hold-open mechanisms,
handles, fixings, glazed and including 6mm thick Cool lite ST 120
toughened or equal approved glass complete.
23 753 Overall size 900mm x 700mm high. refer to drawing no. AR/BSC-
P2/602.1 (W6- Coffee shop - Ablution area) No 4
24 118 Overall size 5207mm x 3990mm high. refer to drawing no. AR/BSC-
P2/602.1 (W1/1A- Coffee shop - Dining area) No 1
24 483 Overall size 4020mm x 3230mm high. refer to drawing no. AR/BSC-
P2/602.2 (W2- Coffee shop - Dining area) No 1
24 848 Overall size 8040mm x 3230mm high. refer to drawing no. AR/BSC-
P2/602.3 (W3- Coffee shop - Dining area) No 1
25 214 Overall size 3850mm x 3230mm high. refer to drawing no. AR/BSC-
P2/602.4 (W4- Coffee shop - Dining area) No 1
25 579 Overall size 2400mm x 3230mm high. refer to drawing no. AR/BSC-
P2/602.5 (W5-Hallway) No 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 12
TILING
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
All floors/screeds are to be laid in accordance with SABS 0155 - 1980
Accuracy in Buildings and SABS 0155-1980.
WALL TILING
All the following wall tiles are to be fixed on, and including, plaster
backing with Tal Proflex water-proof adhesive, grouted and flush-
pointed with Tal Super White grout with water content replaced with
Tal Bond as per arcitects specifiaction, and the Tenderer's cost rates
are hereby deemed to include for this.
200 x 200mm Colour one white gloss ceramic wall tile - Lime Green
Solutions KL20024
36 903 On walls m² 33
37 268 On narrow widths. m² 5
37 633 100mm strip tile m 13
100 x 200mm Ceramica Vogue Porcelain Wall Tiles Matt. Colour:
Perla and Laguna (KL20025)
37 998 On walls m² 230
38 364 On narrow widths. m² 31
38 729 100mm strip tile m 161
600 x 600mm Non-slip hard body ceramic tiles or similar approved
laid on, and including, dry cement sand screed, water-proof
grouted and pointed
39 094 On walls m² 558
39 459 On narrow widths. m² 19
FLOOR TILE PAVERS
Internal floor screeds to receive tiles are described and measured
with each individual type of floor tile item and the cost of each floor
tile item is therefore deemed to include the cost of its screed.
600 x 600mm Non-slip hard body ceramic tiles or similar approved
laid on, and including, dry cement sand screed, water-proof
grouted and pointed
39 825 On floors. m² 102
40 190 On narrow widths. m² 16
FLOOR TILING FIXED WITH ADHESIVE
All the following floor tiles are to be fixed with Tal Proflex waterproof
adhesive on a screed (screed elsewhere measured) and be flush-
pointed with Tal fine epoxy grout and the Tenderer's cost rates are
hereby deemed to include for this.
Porcelain non-slip floor tiles or similar approved fixed with Tal
Proflex waterproof adhesive. Jointing of tile sto be epoxy grouted
an dlaid on screed to fall, made with waterproof admixture
[Indicative supplier - Lime Green Solutions, 600 x 600mm with matt
finish, including its screed
40 555 On floors and landings. m² 70
40 920 On narrow widths. m² 6
41 286 100mm tile skirting m 162
Ceramica Vogue Flooring 40 R10 or similar approved fixed with Tal
Proflex waterproof adhesive. Jointing of tile sto be epoxy grouted
an dlaid on screed to fall, made with waterproof
admixture[Indicative supplier - Lime Green Solutions, 200 x 200mm,
including its screed
41 651 On floors and landings. m² 93
42 016 On narrow widths. m² 3
42 381 100mm tile skirting m 91
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 13
LOOSE FURNITURE AND EQUIPMENT
PREAMBLES
NOTE: Unless otherwise stated herein, all items in the bill shall be
deemed to be fixed price for the duration of this project -----------------
----------------- NOTE: Unless otherwise stated herein, refer to the
Brixton Social Cluster Phase 2 Library Furniture and Equipment
schedule provided by the architect ----------------------------------
SUPPLEMENTARY PREAMBLES
Tenderer's are referred to the specification and Architect's drawings
annexed to these bill of quantities for the manufacture, supply,
upholster, refurbishment, delivery and installation of the furniture
LOOSE FURNITURE IN THE STAFF ROOM
4-Seater kitchen table, 1500mm (W) x 1200mm(H)
36 904 Table No 1
Eternity side chair: 4-legged stackable black painted frame chair
with black polypropylene outer seat and back cover, both
upholstered in vinyl: weavers world moo, thunder or similar
approved
37 269 Chair No 4
Defy 28l Electronic Microwave Oven
37 634 Microwave No 1
KIC 170L Fridge with top freezer
37 999 Fridge No 1
1.7L Philips Stainless Steel cordless kettle
38 365 Kettle No 1
''Franke'' Zip 5l Stainless steel hydroboil
38 730 Hydroboil No 1
7 Fin oil filled electric heater
39 095 Heater No 1
Standing Fan
39 460 Fan No 1
Primaries 27l 310mm (L) x 310mm (W) x 660mm(H) Stainless steel
pedal bin
39 826 Rubbish bin No 1
Lockable wall mounted key cabinet to hold 30 keys, c/w Aluminium
mounting brackets
40 191 Key Cabinet No 1
Lockable locker, cubicle solutions CDFB, lockable locker 1800 (H) x
450mm (W) x 450mm (D) with high shelf and hanging space c/w
hanger and hook
40 556 Locker No 4
Melamine (Prestige range) lockable systems cabinet, with three
shelves for A4 box files of 900mm long x 1500mm high x 450mm
wide
40 921 File storage cabinet No 1
LOOSE FURNITURE IN THE SERVER ROOM
Steel Cabinet, lockable 900mm (L) x 1600mm (H) with adjustable
shelving
41 287 Steel storage cabinet No 2
LOOSE FURNITURE IN THE STORE ROOM
4 Shelf open unit, metal construction in Anthracite/Dark grey finish.
457mm (L) x 914mm(w) x 1605mm (H) indicative supplier: Cecil
nurse
41 652 Steel open shelves No 6
Keter 17201443 Utility storage unit- white/black (380 x 680
x1630mm)
42 017 Utility Cabinet No 1
Light commercial floor cleaner/ polisher approximately 330mm
diameter
42 382 Floor Cleaner No 1
Sebo professional G2 vacuum cleaner
42 748 Carpet cleaner No 1
Rubbermaid executive janitorial cleaning cart
43 113 Cleaning cart No 1
36Lt bucket and wringer, colour black
43 478 Cleaners bucket No 1
Restore existing wooden book trolley
43 843 Book trolley No 2
Heavy duty sack trolley 60kg capacity
44 209 Sack trolley No 1
LOOSE FURNITURE TO E-LEARNING AREA
1000(L) x 600(W) x740mm(H) Cecil nurse diamond Evo 4 way dual
bench c/w lockable under desk cable management
44 574 Computer tables No 60
Cecil nurse blade 1 in desk power set, includes 1 x compact 3 pin
South African 16 Amp socket, 1 x standard 3 pin South African 16
Amp socket,2 x USB charging , 1 x DATA pass through module, blue
LED ''power on'' indicator
44 939 In desk power set No 20
Cecil nurse grid E under desk power set, includes 1 x twin compact
3 pin South African 16 Amp socket, 2 x standard 3 pin South African
16 Amp socket, blue LED ''power on'' indicator
45 304 Under desk power set No 40
Cecil Nurse ' Cable worm' under desk vertical flexible coil cable
carrier, 2 per row, one each for data and power
45 670 Cable carrier No 12
Eternity side chair: 4-legged stackable black painted frame chair
with black polypropylene outer seat and back cover, both
upholstered in vinyl: weavers world moo, thunder or similar
approved
46 035 Computer workstation chairs No 60
Cecil Nurse 'urban loop' 600mm (L) x 600mm (W) Melamine 25mm
monument oak top on 20 x 20 silver square tube frame
46 400 Square coffee table No 4
Cecil Nurse 'Urban loop' 1200mm (L) x 600mm (W) Melamine
25mm monument oak top on 20 x 20 silver square tube frame
46 765 Rectangular Coffee table No 1
Cecil Nurse 'Mood' Fixed back and seat on solid rubber wood legs
Colour TBC
47 131 Leisure Chairs No 12
Cecil Nurse 'FRANKLIN' 25mm Monument oak Laminate
construction with 16mm counter & modesty panel in Grey. Counter
c/w LED undercounter strip lights with 2 pin supply cable.
10 971 Operator's desk No 1
Cecil Nurse 'Astro' Operator chair with fixed arm rests and
adjustable lumbar support on a black 5 star castor base.
Upholstered seat and black mesh back
11 336 Operator's desk No 1
Samsung Galaxy Tab A 7" (T285) LTE & WiFi Tablet - Black with
android OS
11 701 Tablets No 20
HP IDS UMA i5-8250U 830 G5 Base NB PC, Windows 10 Enterprise,
Win10 Driver DVD, Integrated HD 720p TripleMic Webcam, 14 inch
FHD (1920x1080) Anti-Glare LED UWVA 220 for WWAN for HD
Webcam, 8GB (2x4GB) DDR4 2400, 512GB PCIe NVMe Three Layer
Cell Solid State Drive, No NFC, Intel 8265 ac 2x2 nvPٛ 麶設 4.2 WW
with 2 Antennas, Huawei ME906S LTE HSPA, No Service Provider
EMEA, Fingerprint Sensor, Active SmartCard, 3 Cell 50 WHr Long
Life, 65 Watt Smart nPFC Right Angle for Fast Charge AC Adapter,
C5 1.8m Sticker Conventional Power Cord SA, 3/3/0 Onsite
Warranty, 3 Year Battery Warranty Std, TPM 2.0 Embedded
Security Chip shipped with Windows 10, Enterprise-Ready IOPT, DIB
HP Basic Backpack, DIB HP Keyed Cable Lock 10mm, DIB HDMI to
VGA Adapter, DIB HP Laser 3 Button USB Mouse, Country
Localization SA, Dual Point Backlit spill-resistant Collaboration SA,
EU RED Pictogram Label, eStar Enable IOPT, Core i5 G8 Label
12 067 Laptops No 20
''HP EliteOne 800 G4 23.8 inch FHD Non-Touch All-in-One Business
PC, Single Unit (All-in-One) Adjustable Height Stand Packaging,
ENERGY STAR Certified AiO Label, Windows 10 Enterprise, Win10
64-bit OS DVD DRDVD SA, Intel Core i5 8500 3.0 2666MHz 6C 65W
CPU, Fixed 2Mp FHD low-light Webcam w, 8GB (2x4GB) DDR4 2666
SODIMM Memory, 1TB 7200RPM 2.5in, USB Business Slim Wired
Keyboard SA, HP Optical Wired Mouse USB, 9.5mm DVD-Writer
EliteOne G4 AiO, Intel 9560 ac 2x 2ٛ 麶設 5 WW, HP Fingerprint
Sensor, HP EliteOne G4 AiO Dust Filter, TPM 2.0 Embedded Security
Chip shipped with Windows 10, Intel Unite plus Lync Plug-in SA,
3/3/3, AiO Onsite Warranty, HP EliteOne G4 AIO Adjustable Height
Stand, AiO Internal Stereo Speakers (2W), HP EliteOne G4 AiO
NonTouch Kit SA, Intel CFL Core i5 vpro Label, Certified Skype for
Business Label, WLAN I 9560 ac 2x2 5 WW Label
12 432 Hp EliteOne 800 G4 23.8 AIO No 41
3.1m x 2.7 Smart art 3d boards
12 797 Textured Wall mural No 1
8m x 2.7 Smart art custom wallpaper, Custom art piece TBC
13 162 Wall paper mural No 1
Free standing Stainless steel litter bin with funnel lid and front
trash opening
13 528 Litter bin No 2
ARO Square 235mm(L)x310mm(W)x325mm(H) Metal MESH waste
bin
13 893 Waste bin No 4
LOOSE FURNITURE IN THE SAFE ROOM
Steel cabinet, lockable 900mm (L) x 1 600mm (H) With adjustable
shelving
14 258 Steel storage cabinet No 1
4 SHELF OPEN Unit, metal construrction in Anthracite/Dark Grey
finish. Dimensions: 457mm(L) x 914mm(W) x 1605mm(H) Indicative
supplier: Cecil Nurse
14 623 Steel open shelves No 2
LOOSE FURNITURE IN THE KITCHEN
CATERPRIDE 12L URN
14 989 Urn No 1
FRANKE Zip 5l stainless steel Hydroboil
15 354 Hydroboil No 1
KIC 170L Fridge with top freezer
15 719 Fridge No 1
Whirlpool 33 supremechef Microwave
16 084 Microwave No 1
CASLAD Mobile Refuse Bin 120lt with foot pedal
16 450 Waste bin No 1
LOOSE FURNITURE IN THE ACTIVITY ROOM
Cecil nurse 'ACHIEVER 3 seater folding table 750W, 32mm thick
top, Light oak with silver painted legs
16 815 Chairs No 18
Cecil nurseTONIC Side Chair: Black stackable polypropylene shell
with anodized aluminium legs
17 180 Chairs No 54
Magnetic whiteboard 900mm H x 1 800mm W Durable aluminium
with rounded plastic safety corners, integrated Pen trays,
Adjustable hanging hooks
17 545 Magnetic white board No 1
Wall mounted 65 inch Samsung Plasma TV or similar approved, c/w
mounting brackets
17 911 Wall mounted plasma screen No 1
2.4m Parrot Pulldown Projector screen
18 276 Projector Screen No 1
Epson EB-U05 fULL HD Projector or similar approved and
accessories to Eng. Spec.
18 641 Overhead projector No 1
Epson EB-X05 XGA Projector or similar approved
19 006 Carry-on projector No 1
Epson soft carrying projector case
19 372 Projector case No 2
Standard non-magnetic flipchart stand 1 000mm (H) x 640mm (W)
19 737 Flip Chart No 1
Adult’s stand-alone triangular notice board 700mm per three sided
based x 1 700mm high with wheels/castors, Two sides pin board,
one side white board.
20 102 Notice display board No 1
Free standing Stainless steel litter bin with funnel lid and front
trash opening
20 467 Litter bin No 2
LOOSE FURNITURE IN THE STUDY CENTRE
1000(L)x 600 (W) X 740 (H) Cecil nurse Diamond Evo 4 way dual
bench c/w lockable under desk cable management
20 833 Computer tables No 64
Cecil Nurse Blade 1 in desk power set, includes:1 x Compact 3 pin
South African 16 Amp socket, 1 x Standard 3 pin South African 16
Amp socket, 2 x USB charging, 1 x DATA pass through module, Blue
LED “power on― indicator
21 198 In desk power set No 64
Cecil Nurse 'Cable worm' under desk vertical flexible coil cable
carrier
21 563 Cable carrier No 12
ETERNITY Side Chair: 4-legged stackable black painted frame chair
with black polypropylene outer seat and back cover, both
upholstered in vinyl:weavers world moo, thunder or similar
approved
21 928 Chairs No 64
Cecil Nurse 'Urban loop' 1200mm(L)X600mm(W) Melamine 25mm
Monument oak top on 20x20 silver square tube frame
22 294 Coffee table No 3
Cecil Nurse 'Mood' Fixed back and seat on solid rubber wood legs
Colour TBC
22 659 Leisure chair No 12
Notice board 1 500mm wide x 900mm high in Aluminium frame
23 024 Notice Board No 1
Free standing Stainless steel litter bin with funnel lid and front
trash opening
23 389 Waste bin No 4
6.5m x 2.7 Smart art 3d boards, custom art piece TBC
23 755 Wall art mural No 1
8m x 2.7 Smart art 3d boards
24 120 Textured wall mural No 1
5m x 2.7 Smart art custom wallpaper, Custom art piece TBC
24 485 Wall paper mural No 4
Double island unit 1 600mm (H) x 1800mm (W) x 600 mm (D).
Shelves to be manufactured in 22mm melamine edged with 2mm
high impact PVC wood grain. Prestige range of Melamine to be
used to allow for a variety of design options and colours. All loose
shelves to be height adjustable by means of four recessed metal
strips and four clips per loose shelf. (Alternatively: restoration of
existing shelves involving joining and shortening existing single
shelve units)
24 850 Double Island book shelf No 20
1 800mm (H) x 1800mm (W) x 600 mm (D). Shelves to be
manufactured in 22mm melamine edged with 2mm high impact
PVC wood grain. Prestige range of Melamine to be used to allow for
a variety of design options and colours.All loose shelves to be
height adjustable by means of four recessed metal strips and four
clips per loose shelf. (Alternative: restoration of existing shelves
involving shortening and finishing existing single shelve units,
relocate and repair any damage during relocation
25 216 Single book shelf No 1
Restoration of existing cabinet 1800mm (H) x 900mm (W) x 300mm
(D) , condition as shown, involving minor restoration work such as
painting/varnishing, hinge repair and new locks, and any damage
during transfer
25 581 Bookshelf with lockable glass doors No 2
Restoration of existing Single magazine shelves 22mm Melamine
carcass edged with 2mm high impact PVC woodgrain, 1800mm
long x 1 500mm high x 300mm deep Fitted with fixed slanted
display shelves
25 946 Magazine Shelves No 1
Melamine A-frame display unit with display pin board and two
detachable shelves 1 500mm H x 850mm W x 760mm D
26 311 Display shelf No 1
1000(L)x 600 (W) X 740 (H) Cecil nurse Diamond Evo 4 way dual
bench c/w lockable under desk cable management
26 677 Study tables No 40
Cecil Nurse Blade 1 in desk power set, includes:1 x Compact 3 pin
South African 16 Amp socket, 1 x Standard 3 pin South African 16
Amp socket, 2 x USB charging, 1 x DATA pass through module, Blue
LED “power on― indicator
27 042 In desk power set No 40
Cecil Nurse 'Cable worm' under desk vertical flexible coil cable
carrier
27 407 Cable carrier No 12
ETERNITY Side Chair: 4-legged stackable black painted frame chair
with black polypropylene outer seat and back cover, both
upholstered in vinyl: weavers world moo, thunder or similar
approved
27 772 Chairs No 40
Cecil Nurse 'Urban loop' 600mm(L)X600mm(W) Melamine 25mm
Monument oak top on 20x20 silver square tube frame
28 138 Square Coffee table No 2
Cecil Nurse 'Urban loop' 1200mm(L)X600mm(W) Melamine 25mm
Monument oak top on 20x20 silver square tube frame
28 503 Coffee table No 1
Cecil Nurse 'Mood' Fixed back and seat on solid rubber wood legs
Colour TBC
28 868 Leisure chair No 9
Adult’s stand-alone triangular notice board 700mm per three
sided based x 1 700mm high with wheels/castors, Two sides pin
board, one side white board.
29 233 Notice board display No 1
LOOSE FURNITURE IN GENERAL LIBRARY
ARO Square 235mm(L)x310mm(W)x325mm(H) Metal MESH waste
paper basket
29 599 Waste bin No 3
Free standing Stainless steel litter bin with funnel lid and front
trash opening
29 964 Waste bin No 4
8m x 2.7 Smart art custom wallpaper, Custom art piece TBC
30 329 Wall mural No 1
Notice board 1 500mm wide x 900mm high in Aluminium frame,
grey colour pining cork board
30 694 Notice board Wall mounted No 1
Parrot' pinning sliding door display case 1 500mm(w) x 1 200(h)
Aluminium frame, Grey Weather proof Shatter proof with
mounting brackets (wall screws and masonry plugs), Security lock
with 2 keys
31 060 Lockable Notice board Wall mounted No 1
4 Compartment free standing CUBICLE SOLUTIONS Compact high
pressure laminate locker with key lock
Dimensions: 300mm(W) x 450mm(D) x 1800mm(H)
31 425 Lockers No 7
Lockable wall mounted key cabinet to hold 30 keys
31 790 Key Cabinet No 1
Book end support, powder coated 1.8mm mild steel, 349mm(w) x
355mm(h)
32 155 Book end support No 200
Restore existing wooden trolley
32 521 Book trolley No 2
Wooden (oak or equivalent timber) 2 step stool 380mm high x
380mm long x 400mm wide
32 886 Stepped stool No 1
Wooden counter stool with round upholstered seat with backrest
630mm high (or according to counter height) Upholstered in vinyl -
prestige range
33 251 Counter stools No 3
Loose counter units to be manufactured; base 22 mm; worktop
32mm thick; In either oak/ Memphis cherry, maple, In prestige
range of melamine edged with 2mm high impact PVC wood grain -
American walnut or similar approved. Provision to be made for
cabling.Electrical and computer connections must comply with
Health and Safety Standards (OHASA)Closed Rectangular unit
5640mm long x 4000mm (W). 1000mm high x 300mm wide Raised
service counter and front panel in Caeserstone 4033 rugged
concrete, 800mm deep by 740mm high 3 PC work stations each
with a 4 drawer pedestal, and 2 lockable under counter L- shaped
credenza with roller doors. Counter c/w LED under counter strip
lights with 2 pin supply cable. Refer to joinery detail for further
measurements and specifications
33 616 Librarian Counter No 1
Cecil Nurse 'Astro' Operator chair with fixed arm rests and
adjustable lumbar support on a black 5 star castorbase.
Upholstered seat and black mesh back
33 982 Librarian chairs No 1
Ceiling mounted sculpture , custom art piece TBC
34 347 Entrance lobby ceiling sculpture No 1
HP Colour LaserJet A3 MultifunctionPrinter, copier, scanner
34 712 Photocopy Printer, Scanner No 1
SAM4S 380M cash registers
35 077 Cash register No 1
'HP EliteOne 800 G4 23.8 inch FHD Non-Touch All-in-One Business
PC, Single Unit (All-in-One) Adjustable Height Stand Packaging,
ENERGY STAR Certified AiO Label, Windows 10 Enterprise, Win10
64-bit OS DVD DRDVD SA, Intel Core i5 8500 3.0 2666MHz 6C 65W
CPU, Fixed 2Mp FHD low-light Webcam w, 8GB (2x4GB) DDR4 2666
SODIMM Memory, 1TB 7200RPM 2.5in, USB Business Slim Wired
Keyboard SA, HP Optical Wired Mouse USB, 9.5mm DVD-Writer
EliteOne G4 AiO, Intel 9560 ac 2x 2ٛ 麶設 5 WW, HP Fingerprint
Sensor, HP EliteOne G4 AiO Dust Filter, TPM 2.0 Embedded Security
Chip shipped with Windows 10, Intel Unite plus Lync Plug-in SA,
3/3/3, AiO Onsite Warranty, HP EliteOne G4 AIO Adjustable Height
Stand, AiO Internal Stereo Speakers (2W), HP EliteOne G4 AiO
NonTouch Kit SA, Intel CFL Core i5 vpro Label, Certified Skype for
Business Label, WLAN I 9560 ac 2x2 5 WW Label
35 443 HP EliteOne 800 G4 23.8 AIO No 3
Wall mounted Samsung 40-inch(102cm) FHD LED TV- 40N5300 32 or
similar approved, c/w mounting brackets
35 808 Wall mounted plasma screen No 2
Restoration of existing Single magazine shelves 22mm Melamine
carcass edged with 2mm high impact PVC woodgrain, 1800mm
long x 1 500mm high x 300mm deep Fitted with fixed slanted
display shelves
36 173 Magazine shelves No 1
Vertical melamine (prestige range) newspaper rack with newspaper
With sticks to hold 5 newspapers With shelves for storage (as
picture)1 500mm (H) x 900mm (W) by 600mm (D)
1/13/100 Newspaper rack No 1
1 800mm (H) x 2700mm (W) x 600 mm (D). Shelves to be
manufactured in 22mm melamine edged with 2mm high impact
PVC wood grain. Prestige range of Melamine to be used to allow for
a variety of design options and colours.All looseshelves to be height
adjustable by means of four recessed metal strips and four clips per
loose shelf. (Alternative: restoration of existing shelves involving
shortening existing single shelve units, relocate and repair any
damage during relocation)
1/13/101 Single book shelf No 2
1000(L)x 600 (W) X 740 (H) Cecil nurse Diamond Evo 4 way dual
bench c/w lockable under desk cable management
1/13/102 Study tables No 24
Cecil Nurse Blade 1 in desk power set, includes:1 x Compact 3 pin
South African 16 Amp socket, 1 x Standard 3 pin South African 16
Amp socket, 2 x USB charging, 1 x DATA pass through module, Blue
LED “power on― indicator
1/13/103 In desk power set No 24
Cecil Nurse 'Cable worm' under desk vertical flexible coil cable
carrier
1/13/104 Cable carrier No 4
ETERNITY Side Chair: 4-legged stackable black painted frame chair
with black polypropylene outer seat and back cover, both
upholstered in black fabric, or similar approved.
1/13/105 Chairs No 24
Cecil Nurse 'Urban loop' 600mm(L)X600mm(W) Melamine 25mm
Monument oak top on 20x20 silver square tube frame
1/13/106 Square coffee table No 4
Cecil Nurse 'Urban loop' 1200mm(L)X600mm(W) Melamine 25mm
Monument oak top on 20x20 silver square tube frame
1/13/107 Coffee table No 2
Cecil Nurse 'Mood' Fixed back and seat on solid rubber wood legs
Colour TBC
1/13/108 Leisure chair No 16
Free standing Stainless steel litter bin with funnel lid and front
trash opening
1/13/109 Waste bin No 2
3.1m wide x 2.7high Smart art custom canvas print, Custom art
piece TBC
1/13/110 Wall mounted custom canvas artwork No 1
LOOSE FURNITURE IN CHILDRENS LIBRARY
The bookshelf units must be divided into sections of 900mm long.
The length sizes given are always the outside measurements. The
divided sections never exceed 900mm. While manufacturing the
double island units, the top and side panels must always be
manufactured as one piece. The back side (of the single wall units)
and partition between the divided sections (of the double units)
must be manufactured with a sheet of plywood, of 5mm thick. The
loose shelf is divided in three, using small partitions of 250mm long
x 180mm high x 16mm wide. The loose shelf must be adjustable
and two metal strips (recessed inside the inside of panels) and the
metal clips must be used. All joint/seams, in length (wood), must
be glued. Corner joints must be glued with wood glue and screws
must be used as well. The heads of the screws must be recessed in
the wood and must be covered with wood, a nog/spile, in the same
colour as the wood. The top of the toddler shelf must be one
(single wall unit) or two (double island unit) wood panels affixed to
form a triangle for the “little roof effect―. A small solid wood strip
must be affixed to the bottom of this/these panel/s (triangles) to
ensure that the books displayed will stand upright The height of the
base affixed is 250mm high To calculate the amount of metal clips
need: 4 x the amount of loose shelves
1/13/111 Children shelves general No 2
Double toddler shelves with little roofs
1/13/112 Double toddler shelves with little roofs No 5
Restore existing 2 700mm long x 1 400mm x 600mm wide.
Restoration work involving paint or vanish, relocate and repair any
damage during relocation)
1/13/113 Single toddler shelves No 2
Melamine (prestige range) browsing box for toddlers 700mm long x
700mm wide x 425mm high
1/13/114 Browsing box No 4
1800mm x 900mm wide x 650mm high.Table top and legs in solid
hard wood,sturdy constructions - white oak or similar approved,
stained or painted in customer’s choice of colours
1/13/115 4 seater Tables for primary school learners No 6
900mm long x 900mm wide x 500mm high Table top and legs in
solid hard wood, sturdy constructions - white oak or similar
approved, stained or painted in customer’s choice of colours
1/13/116 4 seater tables for toddlers No 2
350mm long x 350mm wide x 390mm high (made to fit height of
table) in suitable hardwood construction, sturdy construction,
stained or painted in customer’s choice of colours
1/13/117 Chairs for primary school learners No 10
Restore existing primary school learners chairs. Restoration work
involving, paint or vanish, relocate and repair any damage during
relocation
1/13/118 Chairs for primary school learners No 14
No arm rests, stained or painted in vivid colours –250mm long x
250mm wide x 270mm high, suitable hardwood, sturdy construction
1/13/119 Chairs for toddlers No 2
Restore existing toddler chairs.Restoration work involving paint or
vanish, relocate and repair any damage during relocation)
1/13/120 Chairs for toddlers No 6
CIELO 'Remi'Children’s bean bag. Size 700mm (L) x 700mm (W) x
860mm (H).Fabric: Water resistant olyester. Colour TBC
1/13/121 Bean bags No 10
CIELO 'Seth' Bean bag lounge set. Chair size
700mm(l)x700mm(W)x70mm0(H), coffee table 500
(L)x500mm(W)x380mm(H), fabric vinyl or similar approved
1/13/122 Leisure seating No 3
1000(L)x 600 (W) X 650 (H) Cecil nurse Diamond Evo 4 way single
bench c/w lockable under desk cable management
1/13/123 PIA Computer tables No 5
Cecil Nurse Grid E under desk power set, includes:1 x Twin Compact
3 pin South African 16 Amp socket, 2 x Standard 3 pin South Africa
16 Amp sockets, Blue LED “power on― indicator
1/13/124 Under desk power set No 8
Cecil Nurse 'Cable worm' under desk vertical flexible coil cable
carrier
1/13/125 Cable carrier No 1
ETERNITY Side Chair: 4-legged stackable black painted frame chair
with black polypropylene outer seat and back cover, both
upholstered in black fabric, or similar approved
1/13/126 Computer workstation chair No 5
Wall mounted Samsung 49-inch(124cm) Smart UHD LED TV-
49RU7100 or similar approved, c/w mounting brackets
1/13/127 Wall mounted plasma screen No 1
1TB Internal storage, Blu Ray and DVD Player, 8GB GDDR RAM Built
in Wifi , HDD Bay cover : matte finish, Power/Eject button:
mechanical type, Maximum power : 230W Rear Port Layout:
OPTICAL-AUX-HDMI-LAN, 2 Wireless Controllers, HDMI cable
1/13/128 PS4 1TB Slim Console DualShock 4 Controller Black No 3
Dell 27-inch (68.6cm) SE2717H Monitor, FHD (1920 x 1080)
Resolution, VGA, HDMI 1.4, Tilt only feature or similar approved
1/13/129 Gaming screen No 3
Sony WH-CH500 Bluetooth Headphones Black
1/13/130 Headphones No 6
''HP EliteOne 800 G4 23.8 inch FHD Non- Touch All-in-One Business
PC, Single Unit (All-in-One) Adjustable Height Stand Packaging,
ENERGY STAR Certified AiO Label, Windows 10 Enterprise, Win10
64-bit OS DVD DRDVD SA, Intel Core i5 8500 3.0 2666MHz 6C 65W
CPU, Fixed 2Mp FHD lowlight Webcam w, 8GB (2x4GB) DDR4 2666
SODIMM Memory, 1TB 7200RPM 2.5in, USB Business Slim Wired
Keyboard SA, HP Optical Wired Mouse USB, 9.5mm DVDWriter
EliteOne G4 AiO, Intel 9560 ac 2x 2ٛ 麶設 5 WW, HP Fingerprint
Sensor, HP EliteOne G4 AiO Dust Filter, TPM 2.0 Embedded Security
Chip shipped with Windows 10, Intel Unite plus Lync Plug-in SA,
3/3/3, AiO Onsite Warranty, HP EliteOne G4 AIO Adjustable Height
Stand, AiO Internal Stereo Speakers (2W), HP EliteOne G4 AiO
NonTouch Kit SA, Intel CFL Core i5 vpro Label, Certified Skype for
Business Label, WLAN I 9560 ac 2x2 5 WW Label
1/13/131 HP EliteOne 800 G4 23.8 AIO No 5
Free standing Stainless steel litter bin with funnel lid and front
trash opening
1/13/132 Waste bin No 1
Large painted cushions to fit theme with inner lining and outer
removable, washable cover 500mm x 500mm
1/13/133 Reading cushions No 5
Educational puzzle playmat
1/13/134 Activity mat No 3
Restore existing train. Restoration work involves: paint or vanish,
relocate and repair any damage during relocation
1/13/135 Book display No 1
Solid wood, Oak or equivalent timber 550 mm H x 500 mm W x
350mm D Swivel castors 100 mm
1/13/136 Toddler book trolley No 1
Children’s stand-alone triangular notice board, 700mm per three
sided base x 1 200mm high with wheels/castors, Two sides pin
board, one side white board
1/13/137 Notice board No 1
Magnetic whiteboard 900mm H x 1 800mm W Durable aluminium
with rounded plastic safety corners, integrated Pen trays,
Adjustable hanging hooks
1/13/138 Magnetic white board No 1
Wooden ceiling mounted sculpture, Custom art piece TBC
1/13/139 Stage area sculptural piece No 1
Freestanding 3 tier revolving box panels 500mm (H) X 400mm (L) X
400mm (W)on Aluminium support frame, with velcro fabric display
panels
1/13/140 Activity display box No 4
8m x 2.7 Smart art custom wallpaper, Custom art piece TBC
1/13/141 Wall paper mural No 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 14
PLUMBING AND DRAINAGE
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. NOTE: Unless otherwise stated herein, all items in this
Bill shall be deemed to fall into the relevant Work Group for Haylett
Formula purposes. -----------------------------------
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.
Concrete pipes
Pipes shall be jointed with ogee joints with rubber collars, or socket
and spigot joints with rubber rings.
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.
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.
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. If the contractor
wishes 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.
Exposed concrete surfaces
Exposed surfaces of concrete stormwater channels, cover slabs,
inspection eye marker slabs, gulley tops, cleaning eye tops, catch
pits, inspection chambers, etc., shall be deemed to be finished
smooth "from the mould", or floated smooth with a trowel, as the
case may be. Unless otherwise described, the costs of all concrete
elements associated with plumbing and drainage are deemed to
include the costs of the necessary nominal reinforcement, formwork
and surface finishes. "Exposed surfaces" are, in this case, deemed to
mean concrete surfaces that are exposed to air.
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".
In terms of the Standard System of Measuring Building Work, where
excavation is measured separately for pipe trenches, chambers, etc.,
descriptions of such excavations shall be deemed to include
additional excavation and backfilling necessary at joints, risk of
collapse of sides of excavations and keeping excavations free of
water.
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 LD : Sewers LE : Stormwater
drainage Pipe trenches, etc., shall be backfilled in accordance with
clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200 DB : Earthworks (Pipe
trenches).Pipes shall be bedded in accordance with clauses 3.1 to
3.4.1, 5.1 to 5.3 and 7 of SABS 1200 LB : Bedding (Pipes). Unless
otherwise described, bedding of rigid pipes shall be class B bedding.
Flush pans
Flush pans shall be hereby deemed to 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 hereby deemed to include
rubber, or vulcanite, plugs and chains fixed to fittings.
Steel sectional water tanks
Tanks shall comply with SABS CKS 114.
General
Descriptions of cast iron roof outlets shall be deemed to include
joints to pipes and casting into concrete (adaptors for joints to PVC
pipes, etc., are given separately). Descriptions of overflow pipes
where measured in number, shall be deemed to include joints to
cisterns and splay cut ends.
Descriptions of pipes laid in, and including, trenches shall be hereby
deemed to include excavation, risk of collapse of sides of
excavations, keeping free of all water, bedding, backfilling,
compaction to a minimum of 93% Mod AASHTO dry density and
removal from site of surplus excavated material, all by the
contractor, unless otherwise described.
Descriptions of gulleys shall be hereby deemed to include
excavation, risk of collapse of sides of excavations, keeping
excavations free of all water, 15MPa/19mm stone concrete bedding
and encasement, 150mm high 20MPa precast concrete dished
surround finished smooth on exposed faces, removable cast iron
grating, backfilling, compaction to a minimum of 93% Mod AASHTO
dry density and removal from site of surplus excavated material, all
by the contractor, unless otherwise described.
Descriptions of catch pits, junction boxes, manholes, inspection
chambers, etc., that have masonry walls, shall be hereby deemed to
include, excavation, risk of collapse of sides of excavations, keeping
excavations free of all water, 150mm thick 20MPa concrete bottoms,
15MPa concrete benching with smooth top surface (where
applicable), channels and channel-fittings (where applicable), holes
through walls (where applicable), 230mm thick outer walls in extra
hard burnt bricks in cement mortar, one coat internal cement plaster
on walls, 150mm thick 20MPa concrete cover slab, including nominal
steel reinforcement and rebated opening for cover and frame (frame
elsewhere measured), formwork to sides and soffits, backfilling,
compaction to a minimum of 93% Mod AASHTO dry density and
removal from site of surplus excavated material, all by the
contractor, unless otherwise described.
Descriptions of foul sewer manholes, inspection chambers, sumps,
etc., that have circular precast concrete walls, shall be hereby
deemed to include, excavation, risk of collapse of sides of
excavations, keeping excavations free of all water, 150mm thick
20MPa concrete bottoms, including Y12 high tensile steel bar
reinforcement at 150mm centres in both directions with 30mm
cover, 20MPa concrete benching with 20mm thick cement mortar
smooth top surface (where applicable), channels and channel fittings
(where applicable), holes through walls (where applicable), 75mm
thick (nominally) smooth precast reinforced 25MPa concrete outer
lower-chamber walls with their bottoms bedded in cement mortar
and their joints prepared and taped to be waterproof, 50mm thick
(nominally) smooth precast reinforced 25MPa concrete outer upper-
chamber walls with their bottoms bedded in cement mortar and
their joints prepared and taped to be waterproof, all joints of
chamber walls are to be caulked smooth on the inside with 1:3
cement:sand grout with and, on the outside, two layers of 200mm
wide x 0.5mm thick HDPE self-adhesive membrane, including
Bituprime primer, 150mm thick 25MPa concrete intermediate slab,
including R12 round mild steel bar reinforcement at 150mm centres
in both directions with 30mm cover, and rebated opening to receive
upper chamber, 150mm thick 25MPa concrete cover slab, including
Y12 high tensile steel bar reinforcement at 150mm centres in both
directions with 30mm cover, and rebated opening to receive cover
and frame (frame elsewhere measured), formwork to sides and
soffits, backfilling, compaction to a minimum of 93% Mod AASHTO
dry density and removal from site of surplus excavated material, all
by the contractor, all brickwork plastered [minimum] 13mm thick
Sumps that have Salberg circular precast concrete walls shall be
hereby deemed to include, excavation, risk of collapse of sides of
excavations, keeping excavations free of all water, 3200 x 3200 x
250mm thick 25MPa concrete bottoms, 25MPa concrete benching
with smooth top surface (where applicable), channels and channel
fittings (where applicable), holes through walls (where applicable),
smooth precast reinforced 25MPa concrete outer walls with their
bottoms bedded in cement mortar and their joints prepared and
taped to be waterproof, 250mm thick 25MPa concrete cover slab,
including nominal steel reinforcement and rebated opening for cover
and frame (frame elsewhere measured), formwork to sides and
soffits, backfilling, compaction to a minimum of 93% Mod AASHTO
dry density and removal from site of surplus excavated material, all
by the contractor, unless otherwise described.
Descriptions of grid inlets shall be hereby deemed to include,
excavation, risk of collapse of sides of excavations, keeping
excavations free of all water, 150mm thick 25MPa/19mm stone
concrete bottoms, holes through walls for large pipes, 230mm thick
outer walls in extra hard burnt "engineering" bricks in cement
mortar, built "fair face" and pointed internally, 230 x 200mm high
25MPa/19mm stone concrete kerb finished smooth to falls on top,
build in heavy-duty grating frame (frame elsewhere measured),
formwork to sides, backfilling, compaction to a minimum of 93%
Mod AASHTO dry density and removal from site of surplus excavated
material, all by the contractor, unless otherwise described.
Descriptions of service pipes and flexible connecting pipes shall be
hereby deemed to include connections to taps, cisterns, etc., and to
steel pipes (adaptors for connections to copper pipes, etc., are given
separately).
Descriptions of WC pans, slop hoppers, etc., shall be deemed to
include joints to soil pipes.
Defective work, whether arising out of testing procedures or
otherwise, shall be rectified, or removed and replaced, and the
whole re-tested, all at the contractor's expense.
SUBSOIL DRAINAGE
36 905 Kaymat grade U14 non-woven, continuous, filament, needle-punch,
polyester geotextile filter fabric laid around trench, to receive
crushed stone pipe bedding and encasement in trench in lowest
basement, with 50mm side laps and 150mm end laps, including
stitching. m² 125
37 270
100mm Diameter uPVC geopipe laid to a 1:200 fall on crushed
aggregate in bottom of trench, including excavating trench not
exceeding 1m deep in earth filling, remove excavated material from
site, risk of collapse to sides of excavations, keep excavations free of
water, crushed granitic aggregate [to pass a 19mm diameter ring]
bedding and back-filling in trench supplied by the contractor. m 77
37 635
100mm Diameter uPVC geopipe laid to a 1:200 fall on crushed
aggregate in bottom of trench, including excavating trench exceeding
1m not exceeding 2m deep in earth filling, remove excavated
material from site, risk of collapse to sides of excavations, keep
excavations free of water, crushed granitic aggregate [to pass a
19mm diameter ring] bedding and back-filling in trench supplied by
the contractor. m 35
38 000 Extra over on 100mm diameter geopipe for bend. No 3
38 366 Extra over on 100mm diameter geopipe for junction. No 1
38 731 Extra over on 100mm diameter geopipe for rodding-eye and cover-
plate. No 1
39 096
110mm Diameter uPVC pipe [no excavation - for rodding eyes]. m 3
39 461 300 x 450mm Saint Gobain heavy duty dished grating and frame
[product No.2880]. No 2
STORM-WATER DRAINAGE
Concrete Pipes
Class 100D concrete pipes
39 827 450mm Diameter pipe laid in and including trenches not exceeding
1000mm deep. m 34
40 192 450mm Diameter pipe laid in and including trenches exceeding
1000mm and not exceeding 2000mm deep m 130
Extra over concrete pipes
40 557 450mm Bend No 4
40 922 450mm Access junction No 4
Manhole 900 x 900 x 1200mm manhole, complete
41 288
Exceeding 1 250mm and not exceeding 1 500mm deep internally No 7
Covers
41 653
900 x 900mm St. Gobain Pametic type C250 product no. RL90F1CD
ductile iron recessed manhole cover, including ;locking mechanism
and locking spannerBesaans- du Plessis manhole cover and frame No 7
Catchpits, sumps, etc. (gratings and covers elsewhere)
42 018 Catchpit 300 x 43Â 950mm and exceeding 750mm and not exceeding
1Â 500mm deep internally. No 1
42 383 Catchpit 300 x 300mm and exceeding 1Â 500mm and not exceeding
2Â 250mm deep internally. No 1
42 749 Catchpit 300 x 1Â 300mm and exceeding 750mm and not exceeding
1Â 500mm deep internally. No 1
43 114
Catchpit 300 x 5Â 000mm and not exceeding 750mm deep internally. No 1
43 479 Extra over excavation for sump, or catchpit, in earth for excavation in
hard rock and remove from site. m³ 15
Cast iron gratings, covers, etc.
43 844 300 x 300mm Cast iron light duty dished grating and frame. No 5
44 210
300 x 1Â 000mm Cast iron light duty dished grating and frame. No 44
44 575
300 x 1Â 000mm Cast iron heavy duty stormwater grating and frame. No 6
44 940 Lifting key for manhole cover. No 1
Testing
45 305 Provide all the necessary apparatus, water, etc., for and test the
whole of the subsoil drainage system to the written satisfaction of
the principal agent, and replace any defective work free of charge
and leave perfect. Item 1
SOIL DRAINAGE
Foul sewer pipes are deemed to be bedded on a 100mm high cradle
and covered by 100mm high compacted granular material selected
by the contractor from the material excavated by the contractor;
covered with a 200mm high compacted blanket of suitable material
selected by the contractor from the material excavated by the
contractor; and the balance of the trench backfilled with suitable
material excavated by the contractor. The tendered costs are
deemed to provide for these requirements.
uPVC channels, including joints
45 671
110mm Diameter half-round channels in bottoms of manholes. m 12
uPVC class 16 pipes, including pipe-joints
46 036 110mm Diameter pipe vertically, or ramped, to cleaning eyes, etc.
(no excavation). m 15
46 401 110mm Diameter pipe laid in, and including, trenches not exceeding
1000m deep. m 23
46 766 110mm Diameter pipe laid in, and including, trenches exceeding
1000mm and not exceding 2000mm deep. m 39
47 132 110mm Diameter pipe laid in, and including, trenches exceeding
2000m and not exceeding 3000m deep. m 11
10 972 160mm Diameter pipe laid in, and including, trenches not exceeding
1000m deep. m 56
11 337 160mm Diameter pipe laid in, and including, trenches exceeding
1000mm and not exceding 2000mm deep. m 68
11 702 160mm Diameter pipe laid in, and including, trenches exceeding
2000mm and not exceeding 3000mm deep. m 26
Extra over uPVC class 16 pipes for pipe fittings
12 068 110mm Diameter pipe end cap. No 3
12 433 110mm Diameter pipe for bend. No 2
12 798 110mm Diameter pipe for junction. No 2
13 163 110mm Diameter pipe for reducing junction. No 1
13 529 110mm Diameter access pipe. No 1
13 894 110mm Diameter pipe for access bend. No 1
14 259 110mm Diameter pipe for access junction. No 1
14 624 160mm Diameter pipe end cap. No 2
14 990 160mm Diameter pipe for bend. No 5
15 355 160mm Diameter pipe for junction. No 2
15 720 160mm Diameter pipe for reducing junction. No 2
16 085 160mm Diameter access pipe. No 1
16 451 160mm Diameter pipe for access bend. No 4
16 816 160mm Diameter pipe for access junction. No 1
17 181
Cast iron "ABC" cleaning eye at end of 160mm diameter pipe,
including 985 x 985 x not exceeding 400mm high excavation, risk of
collapse to sides, keeping excavation free of water, backfill, remove
surplus excavatedd material from site, compact in situ earth 300mm
deep to 90% Mod.AASHTO density, 985 x 985 x 200mm high
20MPa/19mm concrete collar-slab, type 2A AV Mouldings cover and
frame, weak mortar filling between concrete-collar and pipe, two
45° pipe bends with socket-end of one pipe-bend removed and BSP
adaptor installed in pipe, one suitable short length of 110mm
diameter PVC pipe not exceeding 1000mm long [Rodding eye detail
on drawing No. 16-0796507C/P/5-2 rev.0]. No 2
PVC gulleys
17 546 110mm Diameter gulley trap with removable round cast iron grating
and two ports heads. No 4
Precast concrete circular manholes (covers elsewhere)
17 912 Manhole 900mm diameter and not exceeding 750mm deep
internally. No 1
18 277 Manhole 900mm diameter and exceeding 750mm and not exceeding
1500mm deep internally. No 3
18 642 Manhole 900mm diameter and exceeding 1500mm and not
exceeding 2250mm deep internally. No 2
19 007 Manhole 900mm diameter and exceeding 1500mm and not
exceeding 2000mm deep internally with the lower 1.5m depth
increased to 1200mm diameter and 150mm precast concrete
reducer slab over enlarged bottom portion. No 1
Covers, etc.
19 373 600mm Diameter Type 2A polymer concrete manhole cover and
frame, in accordance with SANS 1882:2003. No 6
19 738 550mm Diameter 176kg type 2A cast iron road manhole cover and
frame. No 2
20 103 Lifting key for manhole cover. No 1
20 468 Calcamite, or equal and approved, step iron, including mortice in
side of precast concrete wall and grouting. No 32
Sundries
20 834 Extra over excavation in earth for pipe trenches, chambers, etc. for
excavation in intermediate material. m³ 24
21 199 Extra over excavation in earth for pipe trenches, chambers, etc. for
excavation in hard rock. m³ 36
21 564 Extra over excavation for pipe trenches, manholes, etc. for carting
away surplus material to a dumping site to be located by the
contractor. m³ 25
21 929
150mm Thick unreinforced concrete encasing to 110mm diameter
horizontal pipe, including additional excavation, risk of collapse to
sides of excavation, keeping excavation free of water, remove
surplus excavated material, 12mm thick bitumenised softboard
expansion joints at not exceeding 4m centres and formwork. m 39
22 295 500 x 500 x 50mm Precast concrete inspection eye marker slab set in
ground. No 2
22 660 100mm Diameter cast iron "ABC" cleaning eye at end of pipe,
encased in concrete in ground. No 2
23 025
Search for, locate, excavate not exceeding 3m deep, cutting into
existing 300mm diameter HDPE drain pipe for and forming junction
with new 110mm diameter PVC type pipe, including pipe-fittings,
adaptors, making good and backfilling. No 1
Grease traps
23 390
H.H.Bischoff Herbish HB GT 10L grease trap, size overall 1 200 x 3 000
x 1 500mm high, comprising grade 304 stainless steel outer casing,
four compartments, four hinged covers, 160mm diameter flanged
inlet pipe, 160mm diameter flanged outlet pipe, 110mm diameter
ventilation pipe, double basket, two water-seal baffles. No 1
Testing
23 756 Testing soil drainage system. Item 1
RAINWATER DISPOSAL
Make written application, pay the prescribed costs and deposit to
the Authorities, give the necessary notices, search for, excavate not
exceeding 6m deep, expose storm-water sewer, obtain principal
agent's written approval, cut into Authorities' existing sewer for,
supply and insert new IE junction for, and connect new 300mm
diameter storm-water pipe and make good, including risk of
collapse to sides of excavation, keep excavation free of water,
backfilling compacted to 93% Mod.AASHTO dry density and remove
surplus excavated material from site
24 121 For Portion 2 of site. Item 1
Medium grade galvanised steel pipes, including screwed and
socketed joints
24 486 110mm Diameter pipe cast in concrete. m 64
24 851 100mm Diameter pipe suspended to falls under soffit of reinforced
concrete slab, including threaded bolted hangers fixed to soffits at
suitable centres. m 11
Extra over medium grade galvanised mild steel screwed and
socketed pipes for galvanised pipe-fittings
25 217 110mm Diameter pipe bend. No 8
25 582 110mm Diameter pipe junction. No 8
25 947 110mm Diameter uPVC pipe-to-iron adaptor. No 2
RAINWATER OUTLETS
Saint Gobain Fullflow ref.3805, or equal and approved, cast iron
gratings, including casting in reinforced concrete
26 312 102mm Diameter 180° vertical centre-bolt threaded outlet. No 1
SANITARY FITTINGS
Vaal, or equal approved, first grade commercial quality white
glazed sanitary-ware
26 678
Vaal sanitaryware vitreous china "Orchid" back inlet, 90 degree wall
hung open rim pan. Code 439016. Colour: White. Sigma concealed
cisterns as supplied by "Geberit". Kombifix product code
110.792.00.1 suitable for wall mounting pans. Flush volume 6/3
liters. Mambo Actuator plate, Product code 115.751.00.1 finished in
brushed stainless steel,"Vaal Sanitaryware" JAZZ double flap
thermoset toilet seat, Code 8531Z0 Manufactured by "Geberit".
Including Isolating ball valves, product code 1090-40 supplied by
Cobra, Pair of Vaal Sanitary bolt-through-the-wall bracket (code
8084Z0). No 9
27 043
Vaal Sanitaryware vitreous china 580 x 410mm PRESIDENT oval
underslung vanity basin, with integrated overflow fixed under vanity
slab fixed to wall (refer to detail), using three or four hanger brackets
(code 8125Z0), including "Geberit" dip tube trap, horizontal outlet:
32mm Diameter G1 1/4" bright chrome plated (code: 151.034.21.1) No 4
27 408
Vaal Sanitaryware vitreous china Urinal Divisions (code: 705228WH)
Complete with fixing screws and hanger brackets. No 2
Geberit, or equal approved, first grade commercial quality white
glazed sanitary-ware
27 773
Geberit Abalona wall hung WC pan 6 ltr, rimfree, accessible by wheel
chair. (code 500.262.01.1) With Geberit Abalona WC seat ring, Bar
hinge made of metal. Fastening from below. (code 500.340.01.1, to
include Sigma concealed cisterns as supplied by "Geberit". Kombifix
product code 110.792.00.1 suitable for wall mounting pans. Flush
volume 6/3 liters.Mambo Actuator plate. Product code 115.751.00.1
finished in brushed stainless steel. Manufactured by "Geberit". No 1
28 139
Geberit Smyle Urinal for concealed urinal flush control, outlet to
rear. Wall hung with flushing rim, hidden trap, hidden fastening.
(Code 500.254.01.1). Pnuematic flush actuaution, Sigma 10 finished
in brushed stainless steel,"Geberit" product code 116.015.SN.1
."Geberit" product code 119.704.16.1 flush pipes. Geberit" product
code 152.489.16.1 inlet set. Geberit" product code 152.950.11.1
urinal traps. Geberit" product code 116.004.00.1 urinal housing.
Isolating ball valves, Product code 1090-40 as supplied by "Cobra". No 5
28 504
Geberit Alivio Urinal Partition 700mm, 100x700x400mm White,
(code:110000). Complete with fixing screws and hanger brackets. No 1
28 869 Geberit Abalona square washbasin less abled accessible by wheel
chair, shallow basin, visible overflow, centered tap hole. (code:
500.292.01.1) Geberit concealed trap with in wall cabinet and ready
to fit set. (code: 151.120.21.1) No 8
29 234 Geberit dip tube trap, horizontal outlet: d32mm G1 1/4" bright
chrome plated. (code: 151.034.21.1) No 1
Franke, or equal approved, first grade commercial quality white
glazed sanitary-ware
29 600
Franke Model CMPX592 Heavy Duty Wall and Floor mounted
Stainless Steel WC Pan, with seat holes to suit toilet seat, designed to
fit a concealed flushing system. Code: 356115. Sigma concealed
cisterns as supplied by "Geberit". Kombifix product code
110.792.00.1 suitable for wall mounting pans. Flush volume 6/3
liters.Mambo Actuator plate. Product code 115.751.00.1 finished in
brushed stainless steel. Manufactured by "Geberit".Isolating ball
valves. Product code 1090-40 as supplied by "Cobra" No 5
29 965
Franke Model CMPX594 Stainless Steel Wall Hung WC Pan with seat
holes to suit toilet seat. Code: 356122.Sigma concealed cisterns as
supplied by "Geberit". Kombifix product code 110.792.00.1 suitable
for wall mounting pans. Flush volume 6/3 liters.Mambo Actuator
plate. Product code 115.751.00.1 finished in brushed stainless steel.
Manufactured by "Geberit". No 1
30 330
Franke Model CMPX538 Stainless Steel Back Entry Single Wall
mounting urinal.Code: 333258."Geberit" product code 119.704.16.1
flush pipes."Geberit" product code 152.489.16.1 inlet set. "Geberit"
product code 152.938.00.1 urinal traps ."Geberit" product code
116.004.00.1 urinal housing."Geberit" product code 116.015.SN0.1
Pnuematic Urinal plate finished in brushed stainless steel. Isolating
ball valves. Product code 1090-40 as supplied by "Cobra". No 3
30 695
Franke 900mm x 460mm Stainless Steel TRENDLINE 711 Kitchen Sink.
Code: 103.0040.351 With "Gerberit" P-trap, horizontal outlet,
d50mm G1 1/2" white alpine. Code 152.741.11.1 No 3
31 061
Franke general purpose sink Model/Type WB500GV, for wall
mounting, stainless steel, surface satin finished, material thickness
1.5mm, seamless welded bowl with dimensions 370 x 340 x 160mm,
rounded edges, 1 1/2" plug waste with plastic overflow pipe,
drainage back left, 30mm rear upstand, including stainless steel grid
with rubber bumps, stainless steel screws and dowels. No 1
31 426
FrankeModel/Type STRX672.Toilet roll holder with spindle system for
wall mounting, manufactured from 18/10 1.2 Stainless steel, satin
finished with surface treatment.( Code 359716) No 12
31 791
Franke'' Model/Type STRX618. Surface mounted soap dispenser,
manufactured from (18/12) 1.2mm Stainless steel, satin finished with
surface treatment (Code 359705)|No|10|||||29/11/2019 10:56:02|
32 156 ''Franke'' Model/Type HF2400HD.Sensor operated hand dryer for
wall mounting, manufactured from (18/12) 1.2mm Stainless steel
with satin finish (Code 359961) No 2
32 522
''Franke'' Model/Type RODX600HD for wall mounting, 0.8mm
Stainless steel, surface satin finished, folded front cover, cylinder
lock with Franke standard key, incl stainless steel screws and dowels No 6
32 887 ''Franke'' Model/Type STRX605.Surface mounted waste bin,
manufactured from 18/12 1.2mm stainless steel satin finished with
surface treatment (Code 359730) No 8
''Kimberley Clark'' Fragrance dispenser
33 252
''Kimberley Clark SA'' Fragrance dispenser or acceptable equivalent No 8
''Cobra''
33 617 ''Cobra T sray Kit trigger control hand spray, high pressure Chomalux
hose, angle and hand shower holder No 2
“Caesarstone―custom-made polished on all visible surfaces, with
arrised edges
33 983
Trough hand basin constructed of 20mm thick 'Caesarstone' quartz
surface fixed and including steel frame to detail and a custom made
1.5mm stainless steel drain. Refer to trough detail on Drawing No
AR/BSC-P1-MPC/231 Typical Trough Detail and AR/BSC-LIB-P2/230
STAGE T, Furniture and Fittings. No 6
Chairman Industries products plugged and screwed to tiled
masonry, or concrete, wall
34 348 32mm stainless steel side grab rail, code: DL2. No 1
34 713 32mm stainless rear grab rail around cistern, code: SR2A. No 1
TRAPS ETC
Cobra Watertech, or equal and approved
35 078 32mm Diameter 340 CP bottle trap [whbs]. No 16
TAPS, VALVES, ETC
Cobra Watertech, or equal and approved
35 444 Cobra Metering spout with Chrome plated finish (Code: KM066WT-
114), wall type with non-hold open feature, flow controller and wall
flange. Flow cycle 1-20seconds. No 16
35 809 Cobra Single lever sink mixer with tubular swivel outlet (Code: SS-
970). No 3
36 174 Cobra self closing pillar tap with chrome plated finish (code: KM2-
100FS) No 10
1/14/100
15mm Diameter 059CP extension piece with sliding wall flange. No 9
1/14/101 1070-15mm CP fullway ballcock with copper x BSP threaded
connections. No 109
1/14/102 15mm 232/350 CP angle regulating valve with 350mm long CP
service connection. No 109
1/14/103 20mm 126-20 RB stoptap with BSP threaded connection. No 66
1/14/104 15mm Lockable bib tap with screwed hose connection. No 6
1/14/105 20mm 128-20 CP Star under-wall pattern stoptap with BSP threaded
connections. No 11
1/14/106 20mm 1004M-20 heavy duty fullway gate valve No 15
1/14/107 15mm 171/041 Star CP pillar-type sink mixer with adjustable
connections. No 8
1/14/108 15mm 186/15 Star CP built-in shower mixer with cover-plate. No 2
1/14/109 50mm 1025RB automatic closing check valve. No 2
1/14/110 50mm 1050RB in-line strainer. No 2
1/14/111 PB1.10RB vacuum breaker. No 2
1/14/112 PA1.1RB "Kwikflo" 400 kPa pressure reducing valve. No 2
Geberit, or equal and approved
1/14/113 Geberit Self closing tap type 26 without mixer; bright chrome plated.
(Code:115.720.21.1) No 2
SOIL, WASTE AND VENT SANITARY PLUMBING
Make written application, pay the prescribed costs and deposit to
the Authorities, give the necessary notices, search for, excavate not
exceeding 6m deep, expose sewer, obtain principal agent's written
approval, cut into Authorities' existing uPVC sewer for, supply and
insert new IE junction for, and connect new 160mm diameter soil
pipe and make good, including risk of collapse to sides of
excavation, keep excavation free of water, backfilling compacted to
93% Mod.AASHTO dry density and remove surplus excavated
material from site
1/14/114 For Portion 2 of site. Item 1
uPVC pipes
1/14/115 40mm Diameter pipes. m 44
1/14/116 50mm Diameter pipes. m 92
1/14/117 110mm Diameter pipes. m 116
Extra over uPVC soil and vent pipes for pipe-fittings
1/14/118 40mm Diameter pipe bend. No 24
1/14/119 40mm Diameter pipe access bend. No 12
1/14/120 40mm Diameter pipe junction. No 24
1/14/121 40mm Diameter pipe access junction No 12
1/14/122 50mm Diameter pipe end cap. No 8
1/14/123 50mm Diameter pipe access bend. No 36
1/14/124 50mm Diameter pipe reducer. No 12
1/14/125 50mm Diameter pipe access junction. No 24
1/14/126 110mm Diameter IE pipe. No 3
1/14/127 110mm Diameter pipe bend. No 36
1/14/128 110mm Diameter pipe access bend. No 24
1/14/129 110mm Diameter pipe access junction. No 36
1/14/130 110mm Diameter pipe reducing junction. No 12
1/14/131 110mm Diameter pipe access reducing junction. No 6
1/14/132 110mm Diameter pipe pan connector. No 27
Testing
1/14/133 Testing waste pipe system. Item 1
CONDENSATE DRAINAGE
This is deemed to be part of the MECHANICAL works
WATER SUPPLIES
Make written application, pay the prescribed costs and deposit to
the Authorities, give the necessary notices, search for, excavate not
exceeding 2m deep, expose water main, obtain principal agent's
written approval, cut into Authorities' existing water main for,
supply and insert new tee for, and connect new 110mm diameter
HDPE water pipe and make good, including risk of collapse to sides
of excavation, keep excavation free of water, backfilling compacted
to 93% Mod.AASHTO dry density and remove surplus excavated
material from site
1/14/134 For Portion 2 of site. Item 1
Class 16 uPVC pressure pipes
1/14/135 110mm Pipes laid in and including trenches m 168
1/14/136 50mm Pipes laid in and including trenches m 29
Extra over uPVC pressure pipes for solvent welded pressure fittings
1/14/137 110mm Bend No 8
1/14/138 110mm Reducer No 4
1/14/139 50mm Bend No 4
Sundries
1/14/140 Unreinforced concrete in thrust blocks at bends, tees, etc including
necessary extra excavation, formwork, etc m³ 3
1/14/141 450 x 450mm Cast iron stopcock box including brick chamber below
not exceeding 1000mm deep internally No 2
1/14/142
640 x 640mm Valve chamber not exceeding 1000mm deep internally,
including brickwork, concrete, and heavy duty cover (Blue) and
frame - ductile iron with chan fixed to cover and frame No 2
1/14/143
2 240 x 1 540mm Meter or valve box including brick chamber below
not exceeding 1500mm deep internally, including 150mm thick cast
in-situ 20MPa concrete footing and 180mm thick cover slab for
circular shaft section. (As per drawing no. 16-0796507C/P/5-1) No 1
1/14/144
2 675 x 1 540mm Meter or valve box including brick chamber below
not exceeding 1500mm deep internally, including 150mm thick cast
in-situ 20MPa concrete footing and 180mm thick cover slab for
circular shaft section. (As per drawing no. 16-0796507C/P/5-1) No 1
1/14/145
3 065 x 1 540mm Meter or valve box including brick chamber below
not exceeding 1500mm deep internally, including 150mm thick cast
in-situ 20MPa concrete footing and 180mm thick cover slab for
circular shaft section. (As per drawing no. 16-0796507C/P/5-1) No 1
1/14/146 700mm Diameter polymer cover and frame No 3
Medium grade galvanised mild steel pipes with screwed and
socketed jointsMedium grade galvanised mild steel pipes with
flanged joints, including holes drilled to Table "F", gaskets, bolts,
nuts, etc.
1/14/147 20mm Diameter pipe. m 155
1/14/148 25mm Diameter pipe. m 55
1/14/149 32mm Diameter pipe. m 25
1/14/150 50mm Diameter pipe. m 17
1/14/151 100mm Diameter pipe. m 7
1/14/152 100mm Diameter pipe laid in, and including, trenches not exceeding
500mm deep. m 6
Extra over medium grade galvanised steel pipes with screwed and
socketed joints for galvanised steel pipe-fittingsORExtra over
medium grade galvanised steel pipes with flanged joints for
galvanised steel pipe flanged-fittings
1/14/153 25mm Diameter pipe fittings. No 45
1/14/154 32mm Diameter pipe plug. No 8
1/14/155 32mm Diameter pipe nipple. No 6
1/14/156 32mm Diameter pipe bush. No 6
1/14/157 32mm Diameter pipe bend. No 11
1/14/158 32mm Diameter pipe tee. No 4
1/14/159 32mm Diameter pipe reducing tee. No 3
1/14/160 32mm Diameter pipe steel-to-copper adaptor. No 8
1/14/161 32mm Diameter pipe union. No 7
Class "O" copper pipes with capillary pipe-joints
1/14/162 15mm Diameter pipes. m 123
1/14/163 15mm Diameter pipes in, and including, chase in wall and wrapping
in building paper. m 103
1/14/164 22mm Diameter pipes. m 100
1/14/165 28mm Diameter pipe. m 60
1/14/166 35mm Diameter pipe. m 96
Extra over copper pipes with capillary joints for capillary pipe-
fittings
1/14/167 15mm Diameter pipe fittings. m 372
1/14/168 22mm Diameter pipe fittings. m 45
1/14/169 28mm Diameter pipe fittings. No 38
1/14/170 35mm Diameter pipe end-cap. No 8
1/14/171 35mm Diameter pipe reducing coupler. No 27
1/14/172 35mm Diameter pipe elbow. No 81
1/14/173 35mm Diameter pipe tee. No 27
1/14/174 35mm Diameter pipe reducing tee. No 9
Extra over copper pipes with capillary joints for brass screwed pipe-
fittings
1/14/175 15mm Diameter pipe fittings. No 30
1/14/176 22mm Diameter pipe fittings. No 11
1/14/177 28mm Diameter pipe fittings. No 9
Sundries
1/14/178 300 x 300mm Cast iron stopcock box, including brick chamber not
exceeding 250mm deep internally. No 2
ELECTRIC WATER HEATERS
These are deemed to be part of the MECHANICAL works.
Disinfection
1/14/179 Disinfect potable water pipe system. Item 1
Testing
1/14/180 Testing water pipe system. Item 1
FIRE PROTECTION AND FIRE-WATER SYSTEM
These are deemed to be part of the MECHANICAL works.
Sundries
1/14/181
90 x 900mm St.Gobain Pametic type C250 product No. RL90F1CD, or
equal and approved, ductile iron recessed manhole cover, including
locking mechanism and locking spanner. No 1
Plastic sleeves for pipes exceeding 100mm and not exceeding
200mm diameter
1/14/182 Sleeve exceeding 250mm and not exceeding 500mm long. No 7
HOLES, ETC.
Core drilling of hole for pipe not exceeding 50mm diameter
1/14/183
Through 300mm thick reinforced concrete slab, beam, wall, etc. No 9
Core drilling of hole for pipe exceeding 50mm and not exceeding
100mm diameter
1/14/184
Through 300mm thick reinforced concrete slab, beam, wall, etc. No 8
AS-BUILT DRAWINGS
1/14/185
The contractor shall prepare a final set of comprehensive, detailed,
annotated, "as-built" plumbing and drainage drawings. At
completion of the works, the contractor shall submit one set of these
drawings to the principal agent for written approval. Such drawings
shall truly represent the plumbing and drainage part of the works
that have been built, including descriptions of pipe sizes, materials,
locations, depths, pipe-connections, sanitary- and other ware,
cisterns, catchpits, manholes, other accesses, etc., traps, valves,
pumps, filters, tanks and all design and other information that would
be reasonably expected to be required for future maintenance and
alteration purposes. Such drawings shall be clearly, fully, annotated
in English and be to a scale not less than 1:100. Item 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 15
MECHANICAL WORK
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ------------------------------------
Mechanical Work
36 906
Mechanical work including, wet services, HVAC services, fire services
and sundry services. (Carried from Part A - Mechanical) Item 1
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 16
GLAZING
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. -----------------------------------
NOTE: Glazing shall be in strict conformance with glass
manufacturer's recommendations and all in accordance with
National Building Regulations Part N, SANS 10137. All dimensions to
be verified on site before commencement of shop
drawings/manufacture. Any errors, discrepancies or ommissions to
be brought to the attention of the Architects immediately.
TOPS, SHELVES, DOORS, MIRRORS, ETC.
Fanlight - 4mm thick Clear glazing to be in accordance with Building
regulations Part N, SANS 10137 and SABS 1263
36 907 Panes exceeding 0.1m2 and not exceeding 0.5m2 m² 6
37 272 Panes exceeding 0.5m2 and not exceeding 2m2 m² 1
Viewing panel - 450x250mm and 6.5mm intruderprufe NS
laminated clear safety glazing viewing panel with Aluminium
glazing beeds with neoprene gasket
37 637 Panes exceeding 0.1m2 and not exceeding 0.5m2 m² 2
38 002 Panes exceeding 0.1m2 and not exceeding 0.5m2 m² 3
Viewing panel - 450x250mm Double glazed clear Georgian wired
glass with brushed stainless steel frame surround with Aluminium
glazing beeds with neoprene gasket all in accordance with Building
regulations Part N, SANS 10137 & SABS 1263
38 368 Panes exceeding 0.1m2 and not exceeding 0.5m2 m² 0
38 733 Panes exceeding 0.1m2 and not exceeding 0.5m2 m² 3
4mm Silver float glass copper mirrors with 10mm bevelled and
polished edges fixed with doubled sided adhesive tape on top of
tiles.
39 098 Mirrors 900mm x 1200 mm high No 20
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 17
EXTERNAL WORKS
All the Trade Preambles and Supplementary Preambles which apply
to any Trade in the previous bills is hereby deemed to apply with
equal force and effect to the same Trade in this bill.
SUPPLEMENTARY PREAMBLES
Roadwork generally
The cost of bituminous premix surfacing shall include the cost of
protection of kerbs, channels, buildings and anything else likely to be
damaged, or defaced, thereby. The cost of channels, humps and
shoulders formed in surfacing shall include the cost of the formation
of channels, humps and shoulders in the associated base course,
subgrade, etc. and for angles, ends, etc. The cost of concrete kerbs,
channels, etc., shall include the cost of the necessary excavation, risk
of collapse of the sides of the excavation, keeping excavation free
from water, backfilling with suitable material from the excavation,
compacting and removing surplus excavated material.
Paving
Paving shall be laid in accordance with SABS 1200 MJ, SANS 1058
and the Concrete Masonry Association's specifications
CONCRETE, FORMWORK AND REINFORCEMENT
Unreinforced Concrete
No fines concrete
36 908 Surface blinding under footings and bases m³ 9
Reinfored Concrete
25MPa/19mm concrete:
37 273 Strip footings. m³ 18
37 638 Stairs/Ramp m³ 34
38 003 Planter Box m³ 5
Test Cubes
38 369
Making and testing 150 x 150 x 150mm concrete strength test cube. No 15
Rough Formwork (Degree of Accuracy II)
Rough formwork to sides
38 734
Edges, risers, ends and reveals not exceeding 300mm high or wide m 320
Movement Joints, etc
Expansion joints with softboard between vertical concrete and brick
surfaces
39 099 125mm Joints not exceeding 300mm high m 32
Isolation joints with closed cell expanded polyethylene filler
between vertical concrete surfaces
39 464 Not exceeding 150mm high vertically between edges of surface bed
and masonry walls. m 155
Reinforcement
High tensile steel reinforcement to structural concrete work
39 830 Various diameter bars t 1,44
Fabric reinforcement
40 195 Type 193 fabric reinforcement in concrete paving etc m² 190
MASONRY
Foundations
Brickwork of NFX bricks (14 MPa nominal compressive strength) in
class II mortar in loadbearing walls, etc
40 560 One brick walls m² 14
40 925 One and a half brick wall m² 29
Superstructure
Brickwork of NFP bricks (14 MPa nominal compressive strength) in
class II mortar in loadbearing walls, etc.
41 291 One brick walls m² 38
41 656 One and a half brick wall m² 34
Brickwork sundries
2.5mm Thick galvanised welded brick reinforcement
42 021 75mm Wide reinforcement built in horizontally. m 91
42 386 150mm Wide reinforcement built in horizontally. m 82
Precast Concrete Copings Etc
Precast concrete finished smooth on exposed surfaces including
bedding, jointing and pointing
42 752
330 x 50mm Thick overall copings weathered on top to 230mm thick
along one edge, with drip groove in bottom along one edge m 37
Face Brickwork
Clay face bricks pointed with recessed horizontal and vertical joints
laid in accordance with SABS 227:2002 in stretcher bond with, and
including, class 1 [1:4] cement/sand mortar(Allow PC of R3000/1000)
43 117 Extra over brickwork for face brickwork m² 72
Brick-on-edge header course copings, sills, etc of face bricks pointed
with recessed joints on all exposed faces
43 482 Coping on top of one brick wall m 155
BOLLARDS
43 847
450 x 450 x 450mm high cube custom made with exposed aggregate
concrete bollard with a smooth grey top finish including excavation,
backfilling and unreinforced concrete footings where applicable No 35
SECTION NO. 1: MAIN CONTRACTOR
BILL NO. 18
PROVISIONAL SUMS, ETC.
NOTES:
1. The contractor's attention is drawn specifically to the Principal
Building Agreement clause 20.0 (nominated subcontractors), clause
21.0 (selected subcontractors) and clause 22 (employer's direct
contractors) and to the related clauses in Bill No. 1 - Preliminaries of
the bills of quantities..
Notwithstanding the provisions of the contract agreement as
included under “Preliminaries―, general attendance on N/S
subcontractors shall be deemed to be as follows:- The contractor
shall, at his own expense, provide the following general attendance
on the N/S subcontractor executing each such subcontract works:-
i. Access to the site and places where such subcontract works are to
be executed, including the reasonable use of temporary personnel
hoists erected by the contractor. ii. Potable water, electric lighting
and single-phase electric power to a position within 50-metres of the
place where such subcontract works are to be executed, but
excluding water, fuel and electric power for commissioning of any
installation. iii. An area on site for such subcontractor to establish
temporary office accommodation and workshops and for the storage
of plant and materials for the works. iv. The use of erected
scaffolding belonging to the contractor, in common with others
having the like right, while it remains erected on site. v. The use of
the contractor's ablution and toilet facilities, and the like, where
provided. vi. The use of the contractor's site telephone and facsimile
machine, where provided, subject to the payment by such
subcontractor for usage thereof.―
2. The contractor's attention is drawn to the definition of "special
attendance" on Nominated, or Selected, subcontractors and of fuel,
electrical power and water for commissioning of mechanical and
other specialised installations given in the ASAQS Preliminaries.
3. Where special attendance includes the provision of hoisting
facilities for a N/S subcontractor then the contractor shall:-
* ensure that the capacities of his hoisting equipment are sufficient
to deal with the masses and the quantities of the items to be hoisted,
* schedule the times of availability of the hoisting equipment for
each N/S subcontractor,
* provide all necessary personnel to operate the hoisting
equipment,
all to enable such subcontractor to safely execute the hoisting, or
lowering, of his material, etc., using the facilities provided by the
contractor.
JOINERY
36 909 Provide the sum of R 306,000.00 (Three Hundred and Six Thousand
Rands) for joinery. Item 1
37 274 Profit. %IT
37 639 General attendance %IT
EXTERNAL SIGNAGE
38 004 Provide the sum of R 165,000.00 (One Hundred Sixty Five Thousand
Rands) for external signage. Item 1
38 370 Profit. %IT
38 735 General attendance %IT
DIRECTIONAL SIGNAGE
39 100 Provide the sum of R 90,000.00 (Ninety Thousand Rands) for
directional signage. Item 1
39 465 Profit. %IT
39 831 General attendance %IT
ACCESS CONTROL
40 196 Provide the sum of R 2 000,000.00 (Two Million Rands) for access
control. Item 1
40 561 Profit. %IT
40 926 General attendance %IT
IRONMONGERY
41 292 Provide the sum of R372,000.00 (Three Hundred and Seventy Two
Thousand Rands) for ironmongery. Item 1
41 657 Profit. %IT
42 022 General attendance %IT
ARTWORKS
42 387 Provide the sum of R1 500,000.00 (One Million Five Hundred
Thousand Rands) for artworks. Item 1
42 753 Profit. %IT
43 118 General attendance %IT
TOILET PARTITIONS
43 483 Provide the sum of R185,000.00 ( One Hundred Eighty Five Thousand
Rands) for Toilet Partitioning. Item 1
43 848 Profit. %IT
44 214 General attendance %IT
VANITIES
44 579 Provide the sum of R580,000.00 (Five Hundred and Eighty Thousand
Rnads) for vanities. Item 1
44 944 Profit. %IT
45 309 General attendance %IT
BUDGETORY ALLOWANCE
NOTES:
The items desirbed hereunder cover work which is not fully defined
at tender stage and s intended to be excecuted by the contractor at
rates to be agreed with the contractor. The amounts shown shall be
used as directed by the Representative/Agent and shall be deducted
in whole in part if not required.
Builders Work in Connection with Services
45 675
Provide the Amount of R175 000.00 (One Hundred and Seventy Five
Thousand rands) for builders work in connection with services to be
executed to existing,etc to be used as directed by the Arcitect and
deducted in whole or in part if not required. Item 1
43 831 PRELIMINARIES Page 139
43 832 EARTHWORKS Page 149
43 833 CONCRETE, FORMWORK AND REINFORCEMENT Page 156
43 834 WATERPROOFING Page 158
43 835 ROOF COVERINGS Page 161
43 836 CARPENTRY AND JOINERY Page 165
43 837 CEILINGS AND PARTITIONS Page 175
43 838 FLOOR COVERINGS, WALL LININGS, ETC. Page 177
43 839 IRONMONGERY Page 179
43 840 STRUCTURAL STEELWORK Page 184
43 841 METALWORK Page 201
43 842 TILING Page 204
43 843 LOOSE FURNITURE AND EQUIPMENT Page 230
43 844 PLUMBING AND DRAINAGE Page 258
43 845 MECHANICAL WORK Page 259
43 846 GLAZING Page 261
43 847 EXTERNAL WORK Page 265
43 848 PROVISIONAL SUMS, ETC. Page 270
SECTION NO. 2: EME/QSE
BILL NO. 1
DEMOLITIONS
View Site
Before submitting his tender the tenderer shall visit the site and
satisfy himself as to the nature and extent of the work to be done
and the value of the materials contained in the buildings or portions
of the buildings to be demolished. No claim for any variations of the
contract sum in respect of the nature and extent of the work or of
inferior or damaged materials will be entertained
Explosives
No explosives whatsoever may be used for demolition purposes
unless otherwise stated
General
Water supply pipes and other piping in ground that may be
encountered and found necessary to disconnect or cut, shall be
effectually stopped off or grubbed up and removed, and any new
connections that may be necessary shall be made with proper
fittings to the satisfaction of the principal agent
Unless otherwise described all materials are to become the property
of the contractor and are to be removed from the site
DEMOLITIONS, ETC
Breaking up and removing
36 923 Approximately 100mm thick mesh reinforced concrete surface beds,
paving, etc m² 102
37 288 85mm Thick brick paving with mortar joints m² 176
37 653 85mm Thick concrete paving with mortar joints m² 690
38 018 Bitumious road surfacing, etc. m² 640
38 384 Acrylic tennis court surfacing, etc. m² 2 609
38 749
Approximately 500 x 250mm high Concrete stormwater channel m 70
Taking down and removing
39 114
2,4m High precast concrete palisade fencing with top rails, palings
2,5m long at 145mm centres and posts 3m long at 2m centres cast in
and including 400 x 500 x 650mm concrete blocks in ground. m 105
39 479 2,4m High precast concrete palisade fencing with top rails, palings
2,5m long at 145mm centres and posts 3m long at 2m centres cast in
and including 400 x 500 x 650mm concrete blocks in ground,
including 45 degree barbed wire overhang. m 77
39 845
Tennis court fence approximately 4m high with steel posts and top
rail, including gates approximately 900 x 2100mm high m 337
40 210 Tennis court fence approximately 4m high with steel posts and top
rail, including removing growth all round fencing m 25
40 575 Devils fork palisade fence approximately 2.4m high with steel posts,
top and bottom rails, etc. m 22
40 940 Palisade fence approximately 2.4m high with steel posts, top and
bottom rails, etc. m 16
41 306 4m Long x 2.4m high steel gate on sliding rail fixed to steel posts in
concrete foundations. No 1
41 671 Double swing gate, approximately 4m long x 3m high, fixed to steel
post in concrete foundations. No 1
42 036 Tennis court net, approximately 1m high including steel post cast
into concrete foundations No 4
Demolishing and removing
42 401 One brick boundary or yard walls approximately 3.5m high, including
precast concrete coping, etc. m 164
42 767 Metal roof canopy approximately 4 x 16.5m on plan and
approximately 2.8m high comprising metal roof covering, steel
posts/columns cast into concrete foundations, fixed to existing
tennis clubhouse building No 1
43 132
Existing single storey building with pitched roof approximately
450m² on plan and approximately 3m high at eaves comprising
concrete surface bed with earth filling below, brick external walls, no
internal walls and clay tile roof covering on timber trusses, rainwater
down pipes, gutters, etc. No 1
43 497
Single storey building with pitched roof approximately 5 x 5m on
plan and approximately 3m high at eaves comprising concrete
surface bed, brick external walls, brick internal walls and metal roof
covering on timber trusses, including rainwater down pipes, gutters
and 1m wide concrete apron all round No 1
43 862 Single storey building with pitched roof approximately 13 x 15m on
plan and approximately 3m high at eaves comprising concrete
surface bed, brick external walls, brick internal walls and metal roof
covering on timber trusses, including roof gutters, down pipes,
security gates, etc. No 1
44 228 Single storey building with pitched roof approximately 10 x 5m on
plan and approximately 3m high at eaves comprising concrete
surface bed, brick external walls, brick internal walls and metal roof
covering on timber trusses, including roof gutters, down pipes,
security gates, etc. No 1
44 593
Single storey building with pitched roof approximately 15 x 6.5m on
plan and approximately 3m high at eaves comprising concrete
surface bed, brick external walls, brick internal walls and metal roof
covering on timber trusses, including roof gutters, down pipes,
security gates, burglar bars, external brick steps, etc. No 1
44 958
Single storey U-shaped building with pitched roof approximately 15 x
15m on plan and approximately 3m high at eaves comprising
concrete surface bed, brick external walls, brick internal walls and
metal roof covering on timber trusses, including roof gutters, down
pipes, security gates, burglar bars, etc. No 1
SECTION NO. 2: EME/QSE
BILL NO. 2
EARTHWORKS
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Excavations generally
The contractor shall notify the principal agent as soon as the
excavations are ready to receive foundations and no building work
may be started until the principal agent has approved the
excavations in writing.
Any excavation taken out below the excavation shown on drawings,
or required by the principal agent in order to obtain a solid
foundation, or for other reasons, shall be filled in by the contractor,
at his own expense, with 10Mpa concrete.
Nature of ground
The nature of the ground is assumed to be gravel, therefore "earth",
but possibly interspersed with "intermediate material", or "hard
rock".
Classification of excavated materials other than "earth"
For all excavation measurement purposes only, the classification of
excavated materials shall be in accordance with SANS1200D clause
3.1, unless otherwise described.
3.1 CLASSIFICATION FOR MEASUREMENT PURPOSES. 3.1.1 Method of
Classifying. The Contractor may use any method he chooses to
excavate any class of material, but his chosen method of excavation
shall not determine the classification of the excavation. The Engineer
will decide on the classification of the materials excavated. The
classification will be based on inspection of the material to be
excavated and on the criteria given in 3.1.2 (a) to (e), as applicable.
All equipment specified in 3.1.2 (a) to (c) shall be in good mechanical
condition. "Efficiently", as used in 3.1.2 (a) to (c) shall be deemed to
mean, "in a manner that can reasonably be expected of a contractor,
having regard to the production achieved". In the event of a
disagreement between the Contractor and the Engineer, it shall be
the responsibility of the Contractor, if so required and subject to the
terms of subclause 4.1 of SABS 1200D-1988, to make available at his
own expense such mechanical equipment as is specified in 3.1.2 (a)
to (c), in order to assess the reasonable removeability, or otherwise,
of the material.The Engineer's decision on the classification shall
then, subject to the relevant provisions of the Contract, be binding.
3.1.2 Classes of Excavation. The excavation of material will be
classified as follows, for purposes of measurement only:-(a) Soft
Excavation.(1) "Soft excavation", other than in "restricted
excavation", shall be excavation in material that can be efficiently
dug out, or loaded, without prior ripping, by any of the following
plant:-(i) a bulldozer of mass [including mass of ripper, if fitted]
approximately 22-metric tons and flywheel power approximately
145kW, or (ii) a tractor-scraper unit of total mass [including mass of
ripper, if fitted] approximately 28-metric tons and flywheel power
approximately 245kW, pushed during loading by a bulldozer
equivalent to that specified in (b) (1) hereunder, or (iii) a track type
front-end loader of mass [including mass of ripper, if fitted]
approximately 22-metric tons and flywheel power approximately
145kW.(2) In the case of restricted excavation, "soft excavation" shall
be excavation in material that can be efficiently dug out by a back-
acting excavator of flywheel power approximately 0.10 kW per
millimetre of tined-bucket width, without the use of pneumatic tools
such as paving-breakers.
(b) Intermediate Excavation. (1) "Intermediate excavation", other
than in "restricted excavation", shall be excavation in material that
can be efficiently ripped by a bulldozer of mass approximately 35-
metric tons, fitted with a single-tine ripper suitable for heavy ripping
and flywheel power approximately 220kW. (2) In the case of
restricted excavation, "intermediate excavation" shall be excavation
in material that requires a back-acting excavator of flywheel power
exceeding 0.10 kW per millimetre of tined-bucket width, or the use
of pneumatic tools such as paving-breakers, before removal by
equipment equivalent to that specified in (a) (2) hereinbefore.
(c) Hard Rock Excavation. (1) "Hard rock excavation", other than in
"restricted excavation", shall be excavation [other than "boulder
excavation"] in material that cannot, before removal, be efficiently
ripped by a bulldozer equivalent to that specified in (b) (1)
hereinbefore. NOTE: Such excavation generally includes material
such as formations of unweathered rock that can be removed only
after blasting, or wedging and splitting. (2) In the case of restricted
excavation, "hard rock excavation" shall be excavation in material
[excluding boulder excavation] that cannot be efficiently removed
without blasting, or wedging and splitting.
(d) Boulder Excavation Class A. (1) "Boulder excavation class A", shall
be excavation in material containing more than 40% by volume of
boulders of size in the range 0.03 to 20m3 , in a matrix of soft
material, or smaller boulders. Excavation in dolomite formations,
other than solid dolomite, will be classed as "boulder excavation
class A", if the formation contains more than 40% by volume of
lumps of hard dolomite of a size in the range 0.03 to 20m3, in a
matrix of soft material, or smaller lumps of hard dolomite.
Excavation of solid boulders, or lumps of size exceeding 20m3, will
be classed as "hard rock excavation". Excavation of fissured, or
fractured, rock will not be classed as "boulder excavation" but as
"hard rock", or "intermediate excavation", according to the nature of
the material.
(e) Boulder Excavation Class B. (1) "Boulder excavation class B", shall
be excavation of boulders only, which (1) are in material containing
40%, or less, by volume of boulders of size in the range of 0.03 to
20m3, in a matrix of soft material, or smaller boulders and which (2)
require individual drilling and blasting in order to be loaded by a
track-type front-end loader, or back-acting excavator, as the case
may be, as specified in (a) (1), or (a) (2) hereinbefore. The excavation
of the rest of the material will be classed as "soft", or "intermediate
excavation", according to the nature of the material.
If the contractor considers that any of the excavations are more
difficult in nature than excavations in "earth", he shall immediately
notify the principal agent and quantity surveyor in writing. If the
contractor fails to make such notification, the excavations shall be
deemed to be in "earth" and shall be measured, and valued,
accordingly.
The contractor may, with the prior written permission of the
principal agent and in terms of the conditions of contract, use any
method he chooses to excavate any class of material, but his chosen
method of excavation shall not determine the classification of the
materials excavated.
Blasting
No blasting will be allowed without the prior written permission of
the principal agent.
If any blasting is necessary, the contractor shall take every
precaution to protect the works and persons, animals and property,
in the vicinity of the works. The contractor will be held responsible
for any injury, loss, and/or damage, caused by such blasting
operations and shall make good such loss and/or damage at his own
expense.
Risk of collapse
The contractor shall be responsible for the risk of collapse of all
excavated faces.
Where excavations do not exceed 1.5m deep, the nature of the
precautions to be taken shall be entirely at the contractor's
discretion. The contractor shall either provide temporary support to
the excavated faces, or carry the risk of collapse of the faces, with all
its implications and possible consequential costs. Where excavations
exceed 1.5m deep, the contractor shall maintain all excavated faces,
in accordance with Statutory and local Authority Regulations, and be
responsible for the resultant, and consequential, costs of any failure
in the aforesaid face-maintenance/s.
Working space risk of collapse
Excavations for working space shall include any additional risk of
collapse so incurred.
Keeping excavations free of water
The contractor shall protect the excavations from the ingress of
water. Any water which occurs in the excavations, whether as a
result of rain, or other causes, except subterranean water, shall
immediately be removed by baling, pumping, or other approved
method.
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 from stock piles situated on the building site. The
contractor is hereby deemed responsible for the choice of dump
site. If such dump site is foreclosed, or becomes unavailable, for any
reason, it remains the contractor's responsibility to provide a
suitable replacement dumpsite at no additional cost to the employer.
Filling
Notwithstanding the reference to prescribed multiple handling in
clause 1 page 6 of the Standard System of Measuring Building Work,
prices for filling and backfilling shall include for all selection and any
necessary multiple handling of material.
Compaction of all "filling" and "backfilling"
Unless otherwise described, all "filling" and "backfilling" is hereby
deemed to be compacted to 93%Mod.AASHTO dry density.
Removal, or carting away, of excavated material, or demolished, or
other, materials arising from the earthworks
Descriptions of "removing", or "carting away", of such material shall
be deemed to include loading such material onto trucks directly from
the works, or, alternatively, from stock piles situated on the site, and
taking such material to a registered dump-site that has been located
off-site by the contractor for such disposal. The contractor is hereby
deemed to be responsible for the choice of dumping site. If a dump-
site located off-site by the contractor is foreclosed, or unavailable,
for whatever reason, it remains the contractor's responsibility to
timeously obtain a suitable replacement dump-site without
additional cost to the employer.
Working space
Working space which might be required for purposes of the
contractor placing-and-removing formwork, or constructing brick
linings, or for purposes of executing any other ordinary builder's
work, is deemed not measurable where the excavation to which such
"working space" refers constitutes a horizontal dimension of 500mm,
or more, between the excavated vertical face and the face of the
structure being built.
Where "working space" is measurable, it shall be deemed to include
all additional excavation, including setting aside suitable excavated
material for use as back-filling, trimming sides, levelling and ramming
bottoms, risk of collapse to sides of such excavations, keeping such
excavations free of water from all sources, back-filling and
compacting to 98% Mod.AASHTO dry density and removing surplus
excavated material.
Density Tests on Earth and other Filling Materials
The contractor will not be entitled to claim for the cost of density,
and/or any other, tests that are required in terms of the specification
of earth and other materials required for "filling" works, where such
tests are a routine requirement contained in the description
associated with such parts of the works, and where the costs of such
tests are therefore an integral cost of the execution of such parts of
the works. The contractor will only be reimbursed for the
"additional" cost of density, and/or any other, tests that are
specifically prescribed in terms of a contract instruction, and which
tests represent additional undertaking by the contractor to that
required by the aforesaid specification.
Budgetary allowance
A budgetary allowance in these bills of quantities is hereby deemed
to mean a sum of money included in the contract sum for work
intended for execution by the contractor, the extent of which is
identified but not detailed (refer to clause 1.1 of the Agreement).
Such work will be evaluated in terms of the conditions of contract.
METHOD STATEMENT
36 924
The contractor is to submit to the principal agent, prior to the
commencement of any contractor's work, a written method
statement in respect of the contractor's proposed site establishment,
service arrangements, site clearance, excavation, location of spoil
heaps, etc., for written approval. If the contractor fails to comply
with this requirement and any "additional" expense is incurred as a
result of the contractor's unilateral choice of the location of his
establishment, or any other such unilateral decision by the
contractor, the consequential cost of rectifying such situation will be
for the contractor's account. Item 1
EXISTING WORK
37 289 The contractor shall verify all levels on site to an approved detail, and
report in writing thereon to the principal agent before commencing
the construction of the works. Item 1
37 654 Insofar as is reasonably possible, the contractor shall identify, and
expose where so directed by the principal agent, all underground
services on site. Item 1
EXCAVATION, FILLING, ETC., OTHER THAN BULK
Excavation in earth not exceeding 2m deep
38 019 To reduce levels to final levels under floors, etc m³ 1 277
38 385 Trenches. m³ 1 097
38 750 Bases. m³ 642
Excavation in earth exceeding 2m not exceeding 4m deep
39 115 Trenches. m³ 156
39 480 Bases. m³ 10
Extra over trench and hole excavations in earth for excavation in
39 846 Soft rock. m³ 364
40 211 Hard rock. m³ 484
Extra over all excavations for carting away
40 576 Surplus material from excavations and/or stock piles on site, to a
dumping site to be located by the contractor. m³ 2 025
Risk of collapse of excavations
40 941
Sides of trench and hole excavations not exceeding 1.5m deep. m² 1 056
41 307 Sides of trench and hole excavations exceeding 1.5m deep. m² 2 137
Keeping excavations free of water
41 672
Keeping excavations free of all water, other than subterranean water. Item 1
FILLING, ETC.
Earth filling obtained from the excavations and/or prescribed
stockpiles on site compacted to 93% Mod. AASHTO density
42 037 Backfilling to trenches, holes, etc. m³ 955
Layer of clean sand supplied by the contractor compacted to 100%
Mod AASHTO density
42 402 In bottom of surface bed excavations not exceeding 2m below
ground level. m³ 360
G7 filling supplied by the contractor compacted to 98% Mod
AASHTO density
42 768 In bottom of surface bed excavations not exceeding 2m below
ground level. m³ 36
G5 filling supplied by the contractor compacted to 97% Mod
AASHTO density
43 133
In bottom of base excavations not exceeding 2m below ground level. m³ 1 191
Compaction of surfaces
43 498 Compaction of ground surface in bottom of base excavation, which is
not exceeding 2m deep below ground-level, including scarifying for a
depth of 150mm, breaking down oversize material, adding suitable
material where necessary and compacting to 95% Mod. AASHTO
density. m² 634
43 863 Compaction of ground surface in bottom of ground-beam
excavation, which is exceeding 2m and not exceeding 4m deep
below ground-level, to receive blinding, including scarifying for a
depth of 150mm, breaking down oversize material, adding suitable
material where necessary and compacting to 95% Mod. AASHTO
density. m² 18
44 229 Compaction of ground surface in bottom of strip footing excavation,
which is not exceeding 2m deep below ground-level, including
scarifying for a depth of 150mm, breaking down oversize material,
adding suitable material where necessary and compacting to 95%
Mod. AASHTO density. m² 338
SOIL POISONING
Soil insecticide in accordance with SANS 5859
44 594
Under floors, etc., including forming and poisoning shallow furrows
against foundation walls, etc., filling in furrows and ramming. m² 2 458
44 959 To bottoms and sides of trenches, etc. m² 3 992
SECTION NO. 2: EME/QSE
BILL NO. 3
MASONRY
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
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 standard brick.
Hollow walls, etc.
Descriptions of hollow walls shall be deemed to include the following
by the contractor:- (1) 200/300mm long stainless steel or copper
"butterfly"" type ties at 1000mm centres at three course intgervals,
staggered evenly, with wound-end of ties pointing down at centre of
cavities between brick-skins; (2) cavities and ties are kept clear of
mortar-droppings; leave out every fourth brick above every DPC to
facilitate the periodic cleaning of cavities during building operations;
(3) leaving every fourth perpend of the bottom course of the
external skin open as a weep hole.
BRICKWORK
SAMPLE BRICKWORK
36 925 Construct a sample panel of brickwork in accordance with the
principal agent's requirements. Item 1
FOUNDATIONS
Brickwork of NFX bricks (14 MPa nominal compressive strength) in
class II mortar in loadbearing walls, etc
37 290 230mm Retaining walls. m² 314
37 655 345mm Retaining walls. m² 195
SUPERSTRUCTURE
Brickwork of NFX bricks in class II mortar
38 020 Half brick walls. m² 61
38 386 One brick thick walls. m² 1 306
38 751 Parapet walls m² 332
BRICKWORK SUNDRIES
Galvanised wire ties, etc.
39 116 40 x 1.6mm "Tibond" wall tie strips shot onto concrete at 450mm
centres with ties bent out and built into brickwork. m 400
Galvanised hoop iron cramps, ties, etc.
39 481
2mm Thick x 40mm wide hoop iron ties of 450mm girth with one end
shot fixed to concrete column and other end built into brickwork. No 648
39 847 2mm Thick x 40mm wide hoop iron ties of 450mm girth shot fixed to
steel column and ends built into brickwork. No 350
2,5mm Galvanised brick reinforcement
40 212 75mm Wide reinforcement built in horizontally. m 123
40 577 150mm Wide reinforcement built in horizontally. m 2 300
40 942 345mm Wide reinforcement built in horizontally. m 508
Joint forming material in movement joints
41 308 10mm Fibre board built in vertically through brick walls. m² 62
Weep pipes
41 673 120mm Diameter PVC weep pipe not exceeding 500mm long cast
through not exceeding 300mm masonry. No 76
FACE BRICKWORK
Internally
Coronation, or equal approved, clay face bricks pointed with flush
horizontal joints and perpends laid in accordance with SABS
227:2002 in stretcher bond with, and including, class 1 [1:4]
cement/sand mortar
42 038 Extra over ordinary brickwork for face brickwork with flush-pointed
joints and perpends. m² 475
42 403 Raking cutting on facebricks. m 78
PRECAST CONCRETE
SUPPLEMENTARY PREAMBLES
Finishes to precast elements
Sizes
Copings, sills, etc., measured linear shall be made in suitable lengths.
Large size setting out drawings shall be prepared and submitted to
the principal agent for approval before moulds are made.
General
Precast concrete finished smooth on exposed surfaces, including
bedding, jointing and pointing
42 769 340 x 100mm High overall internal horizontal copings weathered on
top to 80mm thick along one edge. m 267
43 134 Extra on coping for right-angle junction. No 6
SECTION NO. 2: EME/QSE
BILL NO. 4
PLASTERING
PREAMBLES
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
All floors/screeds are to be laid in accordance with SABS 0155 - 1980
Accuracy in Buildings and SABS 0155-1980.
GRANOLITHIC
Method: The method to be used shall be either the "monolithic
method", or the "bonded method".
Preparation:For granolithic applied "monolithically", the concrete
substrate shall be swept clean after bleeding of the concrete has
ceased and the concrete has begun to stiffen. All remaining "bleed
water" shall be removed and the granolithic applied immediately
thereafter. For granolithic to be "bonded" to the concrete substrate,
after it has hardened, the concrete shall be hacked (preferably by
mechanical means) until all laitence, dirt, oil, etc., is dislodged and
swept clean of all loose matter. The concrete shall then be wetted
and kept damp for at least six hours before applying the granolithic.
Mix: Granolithic shall attain a compressive strength of at least
40Mpa. The coarse aggregate ingredients shall comply with SANS
1083 and shall generally be capable of passing a 5mm mesh sieve.
Where the thickness of the granolithic exceeds 25mm the size of the
coarse aggregate shall be increased to the maximum size compatible
with the thickness of the granolithic.
Panels: Granolithic shall be laid in panels not exceeding 14m2 for
"monolithic" internal finishes, not exceeding 9m2 for "bonded"
internal finishes, and not exceeding 6m2 for all external finishes.
Wherever possible, panels shall be square, but, if rectangular, the
length of the panel should not exceed 1,5-times its width. Where
possible, joints between panels shall be positioned over joints in the
substrate and shall be at least 3mm wide through the full thickness
of the finish, separated by strips of wood, or fibreboard, and finished
with V-joints.
Laying: "Monolithic" granolithic shall be applied to the partially-set
concrete substrate and be thoroughly compacted and lightly wood-
floated to the required level. "Bonded" granolitic shall be applied to
the concrete substrate after a 1:1 sand-and-cement slurry has been
brushed over the surface and allowed to partially set. The granolithic
shall be thoroughly compacted and lightly wood-floated to the
required level. After wood-floating, the "monolithic" and "bonded"
granolithic shall remain undisturbed until "bleeding" has ceased and
its surface has stiffened. All remaining "bleed" water and laitence
shall then be removed and the surface shall be steel-trowelled.
Curing, seasoning and protection: Granolithic shall be suitably
covered and kept wet for at least seven days after laying.
INTERNAL SCREEDS
The contractor is deemed to be responsible for ensuring that the
tops of different floor finishes are at the same level, if necessary by
adjusting the thickness of adjoining screeds in order to comply with
this specified requirement. Therefore all screeds herein have been
described as being a "minimum of 35mm thick" [unless specifically
described otherwise] and the additional cost of any screed that is
necessarily thicker than 35mm in order to obtain the prescribed
levelness is deemed to be for the contractor's account. All
floors/screeds to be laid according to SABS 0155 - 1980 Accuracy in
Buildings and SABS 0155 - 1980 [refer to Specification document
page 1, "General Screed"].
Internal floor screeds are described and measured with each
individual type of floor covering item and the cost of each floor
covering item is therefore deemed to include the cost of its screed.
Screeds 1:3 Cement-Sand power floated finish, true and smooth,
prepared to take finish as per architects's specification wood
floated, on concrete
36 926 Minimum thickness of 35mm (screeds must be made thicker where
necessary) m² 227
EXTERNAL SCREEDS
Gastlight lightweight insulating screeds laid on concrete and floated
smooth to 1:60 falls to receive waterproofing
37 291 50mm Thick wood float m² 233
37 656 Minimum 50mm thick on external roof slabs. m² 36
38 021
Minimum 50mm Thick on external roof slabs' in narrow widths. m² 6
38 387 75 x 75mm 1:8 Cement mortar triangular fillet against walls. m 40
GRANOLITHIC
Untinted granolithic on concrete, comprising one part cement to
one and half 9.5mm stone part to one and half parts sand,
including one coat non-slip wax polish:
38 752 Average 35mm thick on floors to falls and currents. m² 131
EPOXY RESIN FLOORS
Internal floor screeds are described and measured with each
individual type of floor covering item and the cost of each floor
covering item is therefore deemed to include the cost of its screed.
Unless otherwise instructed, the concrete, or screed, substrate
requires to be a minimum of 20N/mm2, free from laitence, dust,
other contamination and rising damp. The substrate requires to be
approved in writing by the epoxy applicator, and a copy of such
certified approval needs to be submitted by the contractor to the
principal agent prior to commencing the application of the epoxy. If
the contractor fails to to comply with this requirement, all additional
costs consequential to failure of the epoxy and/or its substrate will
be for the sole account of the contractor.
Prepare, prime and Stoneshield SLT seamless, self-smoothing,
impervious, seamless, slip-resistant, epoxy, to an approved colour,
including Stoneshield sealer and clear epoxy sealer, all by an
approved applicator with a documented quality assurance plan,
including floor screed
39 117 4mm Thick on floors, including its screed. m² 74
39 482 4mm Thick on floors in narrow widths not exceeding 300mm,
including its screed. m 6
39 848 150mm High skirting, including cove at junction with wall with
integral seal at joint between floor finish and skirting [including
screeded cove base]. m 25
INTERNAL PLASTER
Two-coats steel-trowelled rendered plaster on brickwork
40 213 On walls. m² 624
40 578 On walls in narrow widths. m² 21
Two-coats steel-trowelled rendered plaster on concrete
40 943 On soffits of concrete slabs. m² 52
EXTRENAL PLASTER
Two-coats steel-trowelled rendered plaster on brickwork
41 309 On walls. m² 1 125
41 674 On walls in narrow widths. m² 54
Resin Bonded Plaster, "Marmoran" 1mm Marmotex coating, spray
application, colour to be specified later by architect.
42 039 On Walls m² 1 048
42 404 On walls in narrow widths. m² 41
Resin Bonded Plaster, "Marmoran" 1.5mm thick Permacrete
coating, sealed with glaze, trowel application, colour to be specified
later by architect
42 770 On Walls m² 77
43 135 On walls in narrow widths. m² 2
SECTION NO. 2: EME/QSE
BILL NO. 5
PAINTWORK
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ----------------------------------
SUPPLEMENTARY PREAMBLES
Protection and cleaning
The contractor shall provide the tarpaulins, cover-sheets, etc., as
may be necessary for the protection of the works during painting.
Before painting is commenced, all floors shall be swept, walls dusted
and no further sweeping, or dusting, shall be allowed before all
painted surfaces are completely dry.
Paint on pipes, gutters, etc.
Paint on pipes, etc., is hereby deemed to include the associated
painting of the affected holderbats, hangers, clips, brackets and
similar fixings.
PAINTWORK, ETC., TO NEW WORK
ON INTERNAL PLASTER SURFACES
Prepare, undercoat and two coats "Plascon Low Sheen", or equal
and approved, paint
36 927 Walls m² 1 624
37 292 In narrow widths on walls m 44
Prepare, prime, undercoat and two coats superior quality universal
enamel paint.
37 657 Smooth plastered ceilings and beams. m² 1 391
38 022 Soffits of landings and raking soffits of stairs. m² 46
ON INTERNAL PLASTERBOARD SURFACES
Prepare, prime and two coats Plascon PEM 1000highly durable
acrylic emulsion paint on internal smooth plastered Gyproc
Rhinoboard partitions
38 388 Partitions. m² 289
Prepare, one coat merit plaster primer and two coats "Plascon
Professional Copolymer Acrylic" paint code E 29-2 dusty silver, or
equal and approved, paint
38 753 Ceilings and cornices, including priming metal cover strips and
nailheads. m² 321
ON METAL SURFACES
Factory coated Red Oxide with phosphate primer for semigloss
enamel paint Dulux French clay 6I1-4
39 118 Door frames m² 98
ON WOOD SURFACES
Sand and stop where necessary. Prepare and apply undercoat and 2
coats, Dulux eggshell enamel paint, colour - white.
39 483 On doors m² 105
Sand and stop where necessary. Prepare and apply Dulux primer
for wood (oil based), Dulux clear timber vanish-eggshell finish
39 849 On doors m² 7
1 ct pink wood primer 1ct universal undercoat 2ct high gloss
enamel/Dulux/Plascon or similar
40 214 On doors m² 4
ON STEEL SURFACES
PREPARE, PRIME AND PAINT TWO COATS EGGSHELL ENAMEL ON
GALVANISED STEEL
40 579 Structural Steel Members t 62,19
40 944 1000mm High galvanised balustrade. m 42
41 310 Pipe not exceeding 100mm diameter, including brackets. m 56
SECTION NO. 2: EME/QSE
BILL NO. 6
ELECTRICAL WORK
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ------------------------------------
Electrical Installation
36 928
Electrical, Installation, including lighting and accessories, socket
outlets, fire detection, PA and audio system, electrical distribution,
electronic and accessories, cabling and accessories, conduits and
cable racks, trenching and excavation, general and preliminaries
(Carried from Part B - Electrical Work) Item 1
SECTION NO. 2: EME/QSE
BILL NO. 7
LANDSCAPING AND IRRIGATION
NOTE: Tenderers are required to study the Model Preambles for
Trades and the Project Specification before pricing the bills of
quantities. ------------------------------------
Landscaping
36 929 Landscaping including, irrigation, street furniture, playground
equipment and walkways (Carried from Part C - Landscaping and
Irrigation) Item 1
SECTION NO. 2: EME/QSE
BILL NO. 8
EXTERNAL WORKS
All the Trade Preambles and Supplementary Preambles which apply
to any Trade in the previous bills is hereby deemed to apply with
equal force and effect to the same Trade in this bill.
SUPPLEMENTARY PREAMBLES
Roadwork generally
The cost of bituminous premix surfacing shall include the cost of
protection of kerbs, channels, buildings and anything else likely to be
damaged, or defaced, thereby. The cost of channels, humps and
shoulders formed in surfacing shall include the cost of the formation
of channels, humps and shoulders in the associated base course,
subgrade, etc. and for angles, ends, etc. The cost of concrete kerbs,
channels, etc., shall include the cost of the necessary excavation, risk
of collapse of the sides of the excavation, keeping excavation free
from water, backfilling with suitable material from the excavation,
compacting and removing surplus excavated material.
Paving
Paving shall be laid in accordance with SABS 1200 MJ, SANS 1058
and the Concrete Masonry Association's specifications
BOUNDARY PERIMETER WALLS, FENCING & GATES
ALTERATIONS
Temporary barriers, screens, etc including removal
Security fencing, gates, etc. including two coats aluminium paint on
metal stays, framing, etc
36 930
Security fencing 1.8m high vertically with 450mm wide 45 overhang
to one side formed of Y section standards 1800mm long with 450mm
overhang driven into ground at average 3m centres, galvanised
straining wires and galvanised barbed wires tied to standards,posts
and eye bolts, the 1.8m vertical height covered with galvanised wire
mesh fixed at 1000mm centres to each straining wire m 355
37 295
Double gate 2500 x 1800m high vertically, each leaf with one
intermediate stile and two diagonal braces, the hanging stiles
lengthened and fitted into internal diameter thick tubular collar long
cast into concrete,both stiles extended at top to form overhang to
suit the security fencing and the vertical section covered with
galvanised wire mesh fixed to framing etc including heavy duty hasp
and staple, approved padlock and two barrel bolts with two keeps in
and including concrete anchor blocks No 2
EARTHWORKS
Site clearance
37 660
Digging up and removing rubbish, debris, vegetation, hedges, shrubs
and trees not exceeding 200mm girth, bush, etc m² 8 629
38 025 Tree exceeding 500mm and not exceeding 1000mm girth No 10
38 391 Tree exceeding 1000mm and not exceeding 1500mm girth No 10
Excavation in earth not exceeding 2m deep
38 756 Trenches. m³ 65
39 121 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 2 954
39 486 Ramps m³ 51
Extra over all excavations for carting away
39 852 Surplus material from excavations and/or stock piles on site, to a
dumping site to be located by the contractor. m³ 2 954
Risk of collapse of excavations
40 217
Sides of trench and hole excavations not exceeding 1,5m deep. m² 151
C4 filling for sub-base stabilized and compacted supplied by the
contractor compacted to 93% Mod AASHTO density
40 582 In bottom of road bed excavations m³ 1 289
Layer of clean sand supplied by the contractor
40 947 In bottom of road bed excavations m³ 172
Compaction of surfaces
41 313
Compaction of ground surface, including scarifying for a depth of
150mm, breaking down oversize material, adding suitable material
where necessary and compacting to 90% Mod. AASHTO density. m² 8 595
Prescribed density tests on filling
41 678
In-situ dry density test in accordance with method A10(b) of TMH1. No 4
ROADWORK, PARKING, PAVING, ETC
ROADWORKS AND WALKWAYS
BOSUN Interlocking Tiles, Size 200mm x 100mm x 60mm, laid in
herringbone pattern on and including a 20mm bed of sand, sand
filling to joints, compacted and all necessary edge blocks
42 043 60mm Paving to parking areas etc to falls m² 3 756
AVENG INFRASET Village Cobble, size 150 x 150 x 60mm, laid in
herringbone pattern on and including a 20mm bed of sand, sand
filling to joints, compacted and all necessary edge blocks
42 408 60mm Paving to parking areas etc to falls m² 111
AVENG INFRASET G-Blok, size 221.2 x 110.8 x 80mm, laid in
herringbone pattern on and including a 20mm bed of sand, sand
filling to joints, compacted and all necessary edge blocks
42 774 80mm Paving to parking areas etc to falls m² 133
25MPa/19mm reinforced concrete
43 139 Paving to parking areas, roadways, etc in panels between
construction joints etc m³ 58
Finishing top surfaces of concrete with a coarse hard grass broom
43 504 Paving to parking areas, roads, etc to falls m² 4 000
Saw cut joints
43 869 3 x 50mm Saw-cut joints in top of concrete. m 25
Vertical joggle construction joints through concrete including thick
cement slurry to one face
44 235 Paving not exceeding 300mm thick m 125
Sundries
44 600 Circular cutting to paving blocks. m 60
Precst Concrete
Precast concrete finished smooth on exposed surfaces including
bedding, jointing and pointing
44 965
Mountable kerb (SABS 927) 300 x 250mm high overall in 1 000mm
lengths bedded in 15MPa dry concrete mix and jointed in 3:1 cement
mortar with flush joints including necessary formwork, excavations,
backfilling, compacting, etc. m 490
45 330 Ditto, but circular on plan not exceeding 4m radius m 32
45 696 Barrier kerb (SABS 927) 125 x 250mm high overall in 1 000mm
lengths bedded in 15MPa dry concrete mix and jointed in 3:1 cement
mortar with flush joints including 150 x 150 x 150mm 15MPa
concrete haunching at joints, necessary formwork, excavations,
compacting, etc. m 112
46 061 Ditto, but circular on plan not exceeding 4m radius m 26
Sundries
46 426 Expension joints between concrete filled with 1:3 mortar m 199
ROAD MARKINGS, SIGNAGE, ETC.
Road-paint signs, etc., on block, or tarmac, paving
46 791 1m High "handicapped person" sign. No 10
47 157 1m High "no entry" sign. No 10
10 997 1m High "STOP" wording. No 1
11 362 1m High "NO PARKING" wording. No 10
11 727 100mm Wide "broken" line m 375
12 093 1m High "Visitors parking only'' sign No 5
12 458 1m High "Restricted Access''sign No 4
12 823 2.5m Long "Straight arrow" directional sign No 14
13 188 2.5m Long "directional arrow" sign No 1
Road signs
13 554 Standard "STOP" sign with 50mm diameter galvanised mild steel post
bedded in and including unreinforced concrete base, including any
necessary excavation, paint finish, etc No 10
13 919
Standard "NO PARKING" sign with 50mm diameter galvanised mild
steel post bedded in and including unreinforced concrete base,
including any necessary excavation, paint finish, etc No 10
14 284
Standard "NO ENTRY" sign with 50mm diameter galvanised mild
steel post bedded in and including unreinforced concrete base,
including any necessary excavation, paint finish, etc No 10
14 649 Standard "YIELD" sign with 50mm diameter galvanised mild steel
post bedded in and including unreinforced concrete base, including
any necessary excavation, paint finish, etc No 10
SECTION NO. 2: EME/QSE
BILL NO. 9
PROVISIONAL SUMS, ETC.
NOTES:
1. The contractor's attention is drawn specifically to the Principal
Building Agreement clause 20.0 (nominated subcontractors), clause
21.0 (selected subcontractors) and clause 22 (employer's direct
contractors) and to the related clauses in Bill No. 1 - Preliminaries of
the bills of quantities..
Notwithstanding the provisions of the contract agreement as
included under “Preliminaries―, general attendance on N/S
subcontractors shall be deemed to be as follows:- The contractor
shall, at his own expense, provide the following general attendance
on the N/S subcontractor executing each such subcontract works:-
i. Access to the site and places where such subcontract works are to
be executed, including the reasonable use of temporary personnel
hoists erected by the contractor. ii. Potable water, electric lighting
and single-phase electric power to a position within 50-metres of the
place where such subcontract works are to be executed, but
excluding water, fuel and electric power for commissioning of any
installation. iii. An area on site for such subcontractor to establish
temporary office accommodation and workshops and for the storage
of plant and materials for the works. iv. The use of erected
scaffolding belonging to the contractor, in common with others
having the like right, while it remains erected on site. v. The use of
the contractor's ablution and toilet facilities, and the like, where
provided. vi. The use of the contractor's site telephone and facsimile
machine, where provided, subject to the payment by such
subcontractor for usage thereof.―
2. The contractor's attention is drawn to the definition of "special
attendance" on Nominated, or Selected, subcontractors and of fuel,
electrical power and water for commissioning of mechanical and
other specialised installations given in the ASAQS Preliminaries.
3. Where special attendance includes the provision of hoisting
facilities for a N/S subcontractor then the contractor shall:-
* ensure that the capacities of his hoisting equipment are sufficient
to deal with the masses and the quantities of the items to be hoisted,
* schedule the times of availability of the hoisting equipment for
each N/S subcontractor,
* provide all necessary personnel to operate the hoisting
equipment,
all to enable such subcontractor to safely execute the hoisting, or
lowering, of his material, etc., using the facilities provided by the
contractor.
STEEL GATES
36 931 Provide the sum of R320,000.00 (Three Hundred and Twenty
Thousand Rands) for Steel Gates Item 1
37 296 Profit. %IT
37 661 General attendance %IT
FENCING
38 026 Provide the sum of R380,000.00 (Three Hundred and Eighty
Thousand Rands) for Fencing Item 1
38 392 Profit. %IT
38 757 General attendance %IT
BUDGETORY ALLOWANCE
NOTES:
The items desirbed hereunder cover work which is not fully defined
at tender stage and s intended to be excecuted by the contractor at
rates to be agreed with the contractor. The amounts shown shall be
used as directed by the Representative/Agent and shall be deducted
in whole in part if not required.
Builders Work in Connection with Services
39 122
Provide the Amount of R175 000.00 (One Hundred and Seventy Five
Thousand rands) for builders work in connection with services to be
executed to existing,etc to be used as directed by the Arcitect and
deducted in whole or in part if not required. Item 1
43 862 DEMOLITIONS Page 275
43 863 EARTHWORKS Page 286
43 864 MASONRY Page 290
43 865 PLASTERING Page 295
43 866 PAINTWORK Page 298
43 867 ELECTRICAL WORK Page 299
43 868 LANDSCAPING AND IRRIGATION Page 300
43 869 EXTERNAL WORK Page 306
43 870 PROVISIONAL SUMS, ETC. Page 310
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 1
DEMOLITIONS AND ALTERATIONS
NOTE: Tenderers are required to study the Model Preambles before
pricing all these bills of quantities.----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
All Supplementary Preambles that appear elsewhere in the Bill of
Quantities apply with equal force and effect in this Bill.
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
View site
Before submitting his tender the contractor shall visit the site and
satisfy himself as to the nature and extent of the works to be
executed, the conditions under which the works are to be executed
and the value of the materials contained in the buildings, or portions
of the buildings, to be demolished. No claim for any variations of the
contract sum in respect of the nature and extent of the works, or of
the conditions under which the works are to be executedor, or of
inferior, or damaged, materials, will be entertained.
Explosives
No explosives whatsoever may be used for demolition purposes,
unless otherwise stated in writing.
General
The contractor shall carry out the whole of the works with as little
mess and noise as possible and with a minimum of disturbance to
adjoining premises and their tenants. The contractor shall provide
proper protection and provide, erect and remove when directed, any
temporary tarpaulins that may be necessary during the progress of
the works, all to the written satisfaction of the principal agent.
Water supply pipes and other piping that may be encountered and
found necessary to disconnect, or cut, shall be effectually stopped
off, or grubbed up, and removed, and any new connections that may
be necessary shall be made with proper fittings, to the written
satisfaction of the principal agent.
Doors, fanlights, fittings, frames, linings, etc., which are to be re-used
are hereby deemed to include for the cost of thoroughly
"overhauling" before re-fixing, which includes taking off, easing and
rehanging, cramping up, re-wedging as required and making good
cramps, dowels, etc., and easing, oiling, adjusting and repairing
ironmongery as necessary, replacing any glass damaged in removal,
or subsequently, and stopping up all nail- and screw-holes with
tinted plastic wood to match the timber, unless otherwise described
in writing. Re-painting, or re-varnishing, is described separately.
Prices for taking out of doors, windows, etc., are hereby deemed to
include for the cost of removal of all beads, architraves,
ironmongery, etc.
Prices for taking out and removing doors and frames shall be hereby
deem to include for removing door stops, cabin hooks, etc., and
making good floor and wall finishes to match existing.
With regard to building up of openings in existing walls, cement
screeds and pavings, granolithic, tops of walls, etc., shall be levelled
and prepared for such raising of brickwork.
Making good of finishes shall include for the cost of making good of
the brick and concrete surfaces onto which the new finishes are to
be applied, where necessary.
The contractor will be required to take all dimensions affecting the
existing buildings on the site and he will be held solely responsible
for the accuracy of all such dimensions where used in the
manufacture of new items (doors, windows, fittings, etc.)
Removal of demolished, or other, materials arising from the
alterations and demolitions
Descriptions of "removing", or "carting away", of such material shall
be hereby deemed to include loading such material onto trucks
directly from the works, or, alternatively, from stock piles situated on
the site, and taking such material to a registered dump-site that has
been located off-site by the contractor for such disposal. The
availability of such dump-site, and its possible subsequent
replacement, is at the sole risk of the contractor and no claims in
respect of additional costs arising from this possibility will be
entertained.
METHOD STATEMENT
36 951
The contractor is to submit to the principal agent, prior to the
commencement of any contractor's works, a written detailed
method statement in respect of the contractor's proposed method
and order of construction, including establishment, service
arrangements, order of alterations, location of waste heaps, lay-
down areas, stores, offices, etc., for prior written approval. If the
contractor fails to comply with this requirement and any additional
expense is incurred as a result of the contractor's unilateral choice of
the location of his establishment, or any other such similar unilateral
decision, the consequential cost of rectifying such situation will be
for the contractor's account. Item 1
EXISTING WORK
37 316
The contractor shall survey the existing premises to an approved
detailed degree and submit a written report thereon to the principal
agent before commencing the works. Item 1
37 681 Insofar as is reasonably possible, the contractor shall identify, and
expose where so directed by the principal agent, all existing services
on the site. Item 1
SPECIAL PROTECTION OF SPECIFIC EXISTING SERVICES IN THE
WORKS AREAS
The contractor is to timeously protect the following existing works
with all the means that would be reasonably expected, and take
every precaution that would be reasonably expected to ensure no
consequential damages are incurred. All additional costs that might
arise as a result of the contractor failing to take the necessary
precautions, or failing to apply such necessary means, will be hereby
deemed to be for the contractor's account.
38 047 Protect the existing electrical supply system. Item 1
38 412 Protect the existing lightning protection system. Item 1
38 777 Protect the existing instrumentation, communication and electronic
systems. Item 1
39 142 Protect the existing rainwater system. Item 1
39 508 Protect the existing soil drain system. Item 1
39 873 Protect the existing water supply system. Item 1
40 238 Protect the existing security system. Item 1
40 603
Protect the existing heating, ventilation and air-conditioning systems. Item 1
40 969
Protect the existing raised access flooring which is to remain in situ. Item 1
41 334
Protect the existing floor finishes which are to remain in situ. Item 1
41 699 Protect the existing wall finishes which are to remain in situ. Item 1
42 064 Protect the existing ceilings and ceiling finishes which are to remain
in situ. Item 1
42 430 Protect the existing fittings, projector screens, writing-boards, sinks,
shelving, etc., which are to remain in situ. Item 1
42 795
Keep the works waterproof until the date of final completion. Item 1
TEMPORARY BARRIERS, SCREENS, ETC.
Temporary barriers, screens, etc., including maintainance for
construction period and removal on completion
43 160
Drywall barrier from ground floor to ninth floor around escalator
formed of galvanised steel channel section rails and studs covered on
both sides with 9mm thick gypsum board panels and finished with
two coats interior quality PVA emulsion paint on both sides,
including corners, ends, etc. m 50
43 525
Drywall barrier 2700mm high formed of galvanised steel channel
section rails and studs covered on both sides with 9mm thick gypsum
board panels and finished with two coats interior quality PVA
emulsion paint on one side, including corners, ends, etc. m 50
43 891 Extra on barrier for lockable door size overall 1600 x 2100mm high in
two leaves including lock and three keys. No 10
REMOVAL OF EXISTING WORK
Breaking down and removing concrete, etc.
44 256 Demolish and remove concrete laundry wash tubs 0.8m long x 0.55m
wide No 1
44 621 Demolish and remove counter 3.5m long x0.6m wide No 1
44 986 Allow for the partial demolishion or cutting of window cill circular on
plan 250mm wide x 150mm high m 6
Breaking down and removing brickwork, etc.
45 352 One-brick wall m² 142
Taking out and removing joinery fittings, etc.
45 717
Removal of existing wooden benches 0.84m long x 0.25m wide No 46
Taking out and removing skirtings, etc.
46 082 Skirtings to external change cubicles m 10
Hacking up and removing existing floor tiles
46 447 Tile to floors m² 9
46 813 Remove existing ceramic floor tiles and scarify existing screed to
receive 300 x 300mm tiles from Terra Stone black m² 64
Hacking up and removing existing wall tiles
47 178 Tiles to walls. m² 65
Hacking up/off and removing granolithic, screeds, plaster, etc.,
from concrete, or brickwork, and preparing surfaces for new
screeds, new plaster, etc., to match existing, including making good
with existing
11 018 Screed from floors in patching. m² 36
11 383 Remove epoxy coating from floors by means of chemical treatment
(solvent or biochemical stripper) m² 371
11 749 Wall plaster in patching. m² 30
Taking out and removing piping, sanitary fittings, etc., including
disconnecting piping from fittings and making good floor and wall
finishes (making good tiling and paintwork elsewhere)
12 114 Vitreous china wash hand basin. No 4
12 479 Vitreous china wall hung urinal with flush valve. No 1
12 844 Shower sets including lengths of piping, etc No 10
Taking out and removing bathroom accessories
13 210 Soap dispensers No 9
13 575 Paper towel holders No 9
Taking out and removing glass and mirrors
13 940 Mirror 600 x 900mm high from wall. No 2
14 305 Mirror 1000 x 1200mm high from wall. No 2
Take out and remove burglar bars 2370mm long x 800mm high
14 671 Burglar bar 2370mm long x 800mm high No 1
Sundry builder's work
15 036 Carefully remove existing cubicle timber door frame overal size 15m
long x 2.2m high, to be set aside for re-use and adapt opening to
receive treated and repainted frame [frame and building in
elsewhere measured] and make good all round both sides, including
threshold. No 2
15 401 Carefully remove existing cubicle timber door frame overal size
2.60m x 2.2m high, to be set aside for re-use and adapt opening to
receive treated and repainted frame [frame and building in
elsewhere measured] and make good all round both sides, including
threshold. No 1
15 766 'Carefully remove existing doors to be set aside for re-use(elsewhere
- door approximately 0.90m x 2.03mm high) from frame and adapt
opening to receive treated and repainted door [door and building in
elsewhere measured] and make good all round both sides, including
threshold. No 46
16 132 Carefully remove existing cubicle timber door frame overal size
8.40m x 2.2m high, to be set aside for re-use and adapt opening to
receive treated and repainted frame [frame and building in
elsewhere measured] and make good all round both sides, including
threshold. No 1
BUILDING UP OPENINGS
Brickwork in NFP bricks in Class II mortar in building up openings
16 497 Half-brick thick walls. m² 30
16 862
One-brick walls in closing window opening not exceeding 2.5m2 m² 30
Taking out/off and removing sundry metalwork
17 227 Burglar proofing with frame 2370mm x 800mm high bolted to
brickwork, including making good face brickwork No 1
MAKING GOOD OF FINISHES, ETC.
Making good slab soffit
17 593 Ceilings in patches. m² 554
Make good external cement plaster
17 958 All cracks ro be cleaned annd regrouted to external walls in patch
work. m² 551
Making good internal cement plaster
18 323 Walls in patches. m² 50
18 688 Walls where one brick walls removed. m 50
19 054 Concrete soffits in patches. m² 50
Making good timber slats
19 419
Treat wooden slats 950mm long x 500mm wide with appropriate
wooden treatment and apply two coats of varnish No 2
Make good all wall tiles
19 784 Clean and regrout all existing wall tiles m² 65
Making good existing brickwork
20 149 All damaged bricks to be replaced m² 330
Make good existing screeded floors
20 515 Allow polish to screeds m² 60
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 2
CONCRETE, FORMWORK AND REINFORCEMENT
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
All Supplementary Preambles that appear elsewhere in the Bill of
Quantities apply with equal force and effect in this Bill.
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 principal agent. The
testing shall be undertaken by an independent firm, or institution,
nominated by the contractor to the written approval of the principal
agent. (Test cubes are measured separately)
Breeze concrete
Breeze concrete shall consist of twelve parts clean dry furnace ash,
free from coal, or other foreign matter, to one part cement (12:1),
the ash graded up to particles which will pass a 16,5mm ring from a
minimum which fails to pass a 4,75mm mesh. The finer materials
from the screening are to be first mixed with the cement into a
mortar and the ash added afterwards and thoroughly incorporated.
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 to soffits of slabs, beams, etc., shall be deemed to be
propped up exceeding 1,5m and not exceeding 3,5m high, unless
otherwise described.
Formwork to sides of bases, pile caps, ground beams, etc., will only
be measurable where it is prescribed in writing by the principal agent
for design reasons. Formwork necessitated by irregularity, or
collapse of excavated faces, will not be measured and the cost
thereof shall be deemed to be included in the allowance for taking
the risk of collapse of the sides of the excavations, provision for
which is made in "Earthworks".
UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
30MPa/19mm concrete
36 952
Allow for the recasting of window cill 250 mm wide x 150 mm high m³ 1
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 3
MASONRY
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
All Supplementary Preambles that appear elsewhere in the bills of
quantities apply with equal force and effect in this bill.
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 standard 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.
BRICKWORK
SUPERSTRUCTURE
Brickwork of NFX bricks in class II mortar
36 953 Half brick thick walls. m² 57
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 4
CARPENTRY AND JOINERY
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
All Supplementary Preambles that appear elsewhere in the Bill of
Quantities apply with equal force and effect in this Bill.
Joinery
Descriptions of frames shall be hereby deemed to include frames,
transoms, mullions, rails, etc.
Descriptions of hardwood joinery shall be hereby deemed to include
pelleting of bolt holes with pellets made from the same type of
hardwood, that matches the colour and grain.
In the case of wrot wood, the dimensions given are the NETT
dimensions, which account for a nominal 3mm planed off each such
wrot face. The contractor is hereby deemed to have taken account of
this in his prices.
Decorative laminated finish
Decorative laminate finish Laminate finish shall be glued under
pressure. Edge strips shall be butt-jointed at junctions with adjacent
similar finish.
METHOD STATEMENT AND "WORKING DRAWINGS"
36 954
The contractor is to submit to the principal agent, prior to the
commencement of any contractor's works, a written detailed
method statement in respect of the contractor's proposed method
and order of construction of the following works, including
establishment, service arrangements, order of work, location of
waste heaps, lay-down areas, stores, offices, etc., for prior written
approval. If the contractor fails to comply with this requirement and
any additional expense is incurred as a result of the contractor's
unilateral choice of the location of his establishment, or any other
such unilateral decision, the consequential cost of rectifying such
situation will be for the contractor's account. Item 1
37 319
Timeously prepare itemised "working drawings" for all the following
works, and associated builder's work, and submit one set to the
principal agent for written approval prior to starting its construction.
Such drawings shall depict all the design and technical information
that could be reasonably expected in order to depict the
comprehensive specification of such proposed works, including all
detailed design and specification assumptions. All costs that might
arise from the contractor's failure to comply with these requirements
shall be for the contractor's account. Item 1
DOOR FRAMES
37 684
Timber door frame 0.4m wide with overall size 15m long x 2.2m high No 2
38 050
Timber frame 0.4m wide with overall size 2.6m long x 2.2m high No 2
DOORS
38 415 Door size overall 762 x 2000mm high. No 46
38 780 Door size overall 800 x 2030mm high. No 5
39 145 Glazed entrance door with access control overall size 3 600mm wide
x 2 800mm high No 1
39 511
Solid timber tongue and groove door, including 1.2mm thick hard
wood single rebate door frame 2100mm high, complete with 1.5mm
thick hinges with lock slot surround plate 1100mm high No 1
FITTINGS
Kitchen cupboards etc
39 876
Supply and install L shaped counter 2400mm long x 600mm wide
and approximately 1250mm high with sides, bottom, divisions, shelf,
back and double hinged doors (sink elsewhere) No 2
BENCHES
40 241 Wooden benches 0.84m long x 0.25m wide No 46
SKIRTINGS
40 606
Re-insall existing 200mm wide x 100 mm high skirtings, nailed m 8
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 5
IRONMONGERY
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
BATHROOM FITTINGS
36 955 'FRANKE" Double toilet roll holder Model/Type STRX672. Toilet
rollholder with spindle system for wall mounting, maufactured from
18/10 1.2 Stainless steel, satin finished with surface treatment.
Product Code 359716. No 11
37 320
'FRANKE" Sanitary Towel Disposal Bin Model/Type STRX611. Surface
mounted disposal bin, manufactured from 18/10 1.2mm Stainless
steel satin finished with surface treatment. Product Code 359740. No 4
37 685
'FRANKE" Soap Dispenser Model/Type STRX618. Surface mounted
soap dispenser, manufactured from (18/10) 1.2mm Stainless steel,
satin finished with surface treatment. Product Code 359705 No 6
38 051
'FRANKE" Hand Dryer Model/Type HF2400HD. Sensor operated hand
dryer for wall mounting. manufactured from (18/10) 1.2mm Stainless
steel. With Satin finish. Product Code 359961. No 2
38 416 'FRANKE" Paper Towel Dispenser/Type RODX600 for wall mounting,
0.8mm stainless steel, surface satin finished, folded front cover,
cylinder lock with Franke standard key, incl. stainless steel screws
and dowels No 6
38 781 FRANKE Waste Bin Model/Type STRX605. Surface mounted waste
bin, manufactured from 18/10 1.2mm Stainless steel satin finished
with surface treatment. Product Code 359730 No 2
39 146 Cobra T SPRAY-KIT Trigger control hand spray, high pressure
Chromalux hose, angle valve and hand shower holder or acceptable
equivalent No 2
SUNDRIES
39 512 38mm Diameter rubber door stop plugged. No 2
39 877 150mm Brass hat and coat hook with rubber buffer. No 16
BUDGETARY AMOUNTS
The value of budgetary allowances will be measured and valued in
accordance with clauses 17.0 and 32.0 of the agreement.
40 242 Provide the budgetary allowance of R216 000 for sundry
ironmongery works Item 1
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 6
METALWORK
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
Descriptions of bolts, anchors, etc
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
Items described as "holed for bolt(s)" shall be deemed to exclude the
bolts unless otherwise described
Items described as "plugged" shall be deemed to include screwing to
fibre, plastic or metal plugs at not exceeding 600mm centres
STEEL WINDOWS, DOORS, ETC
GALVANISED STEEL WINDOWS, DOORS, ETC
36 956 Galvanized mild steel casement window with louvres overall size
880mm x 600mm high No 3
37 321
Mild steel framed glass door overall size 2 160mm x 2 400mm high No 1
SUNDRY METAL WORK
Purpose made shower doors 2000mm x 1500mm high to match
existing
37 686 Steel shower doors 2000mm x 1500mm high No 10
38 052
Re-install burglar bars overall size 2370mm long x 800mm high No 1
PAINTING
38 417 On steel shower doors m² 60
38 782 Painting to burglar bars overall size 2370mm long x 800mm high to
both sides m² 4
GALVANISED STEEL HANDRAILS
39 147
Paraglegic grab rail overall length 1880mm Hollow section rails No 1
GATES
39 513 Mild steel security gate 876mm x 2 432mm high (D09) No 1
39 878 4200mm x 1800mm Clearvu mesh panels to fill gaps, as per drawing
….. No 18
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 7
PLASTERING
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
All Supplementary Preambles that appear elsewhere in the Bill of
Quantities apply with equal force and effect in this Bill.
No touching up of finished plaster-work will be permitted.
INTERNAL SCREEDS
Screeds on concrete
36 957 Epoxy floor screed by Indu floors to floors m² 371
INTERNAL PLASTER
One coat cement plaster on brickwork, small part on concrete, to
receive paint, or wall-paper
37 322 On walls. m² 9
37 687 On walls in narrow widths. m² 2
EXTERNAL PLASTER
38 053 On walls. m² 938
38 418 On spectator seating m² 167
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 8
TILING
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
WALL TILING
All wall tiling joints shall line up with floor tiling joints and the
contractor's tender is hereby deemed to account for this.
200 x 200 ceramic tiles (PC R180 /m2) with 10mm joints in both
directions fixed with adhesive to plaster (plaster elsewhere
measured) and flush pointed with waterproof jointing compound
36 958 On walls. m² 67
150 x 150 x 6.8mm Shiny tiles by Union tiles to be fixed in
accordance with heritage architects layout and to match samples
37 323 On walls. m² 33
FLOOR TILING
200 x 200 ceramic tiles (PC R180 /m2) with 10mm joints in both
directions fixed with adhesive to plaster (plaster elsewhere
measured) and flush pointed with waterproof jointing compound
37 688 On floors and landings m² 17
600 x 600mm Polished granite tiles (PC R850 per square metre)
with 3mm wide joints, jointed and pointed with waterproof grout
mixed with Permoseal instead of water
38 054 On floors and landings m² 9
250 x 250 x 23mm Terracotta tiles (PC R250 / m2) fixed with
adhesive to screed (screed elsewhere measured) and flush pointed
with tinted grout
38 419 On floors and landings m² 209
300 x 300mm tiles from Terra Stone black laid to manufacturers
specificaion in straight layout make up shortfalls in cut tiles as well
as in chequer board layout use only full tiles
38 784 On floors and landings m² 55
TEA KITCHEN AND VANITY COUNTERS, FASCIAS, UPSTANDS
VANITY TOPS
BUDGETARY AMOUNTS
The value of budgetary allowances will be measured and valued in
accordance with clauses 17.0 and 32.0 of the agreement.
39 149 Provide the budgetary allowance of R50 000 for repairs to existing
tiles Item 1
PROTECTION OF EXISTING WORKS
39 515 Allow for the protect existing wall tiles from damage with a soft
board etc m² 13
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 9
PLUMBING AND DRAINAGE
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
Stainless steel basins, sinks, wash troughs, urinals, etc
Stainless steel for urinals, basins, quality sinks, wash troughs,
institutional equipment, etc., shall be type 304 (18/8).
Sealing of edges
Costs of sinks, basins, baths, urinals, etc., are hereby deemed to
include for the cost of their outer edges being sealed against
adjacent surfaces with approved silicone.
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 or sealed with butyl rubber rings
Copper pipes
Pipes shall be hard drawn and half-hard "Maksal" pipes of the class
described. 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
Copper pipes are to be installed in accordance with the latest
revision of the Code of Practice for Copper Plumbing soldering
techniques. Flux, solder, etc to be strictly in accordance with the
manufacturer's requirements with special attention to copper flux
composition
Reducing fittings
Where fittings have reducing ends or branches they are described as
"reducing" and 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
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
Paper wrapping to pipes
Pipes chased into brickwork must be wrapped with two layers of
stout brown paper tied with wire. Rates are to include for wrapping
around joints and fittings
Disinfection of water pipework
Water pipework is to be disinfected at completion in accordance
with SABS 1200L (provision for disinfection elsewhere)
General
Descriptions of service pipes and flexible connecting pipes shall be
deemed to include connections to taps, cisterns, etc., and to steel
pipes (adaptors for connections to copper pipes, etc., are given
separately).
Descriptions of WC pans, slop hoppers, etc., shall be deemed to
include for joints to soil pipes.
As-built drawings
Where required, the contractor shall prepare an updated set of as-
built drawings. At completion of the works the contractor shall hand
these drawings to the principal agent for reproducing onto the
originals for handing over to the employer (provision for allowance
of as-built drawings elsewhere)
SANITARY FITTINGS
Vaal, or equal approved, first grade commercial quality white
glazed sanitary-ware
36 959
Vaal Sanitaryware vitreous china 560 x 415mm rounded TUSCANY
basin (code: 700603) with one semi-punched tapholes, integrated
overflow, and chainstay hole through the centre semi-punched
taphole, supported on a Classic floor mounted pedestal (code:
715000). ( Paraplegic wash hand basin) No 2
37 324 Vaal Sanitaryware vitreous china ORCHID close coupled 90º outlet
wall hung open rim pan (code 438600) and matching 6 litre
pushbutton top dual flush back inlet cistern (code 4386DT) complete
with lid, fitments with a "Vaal Sanitaryware" double flap thermoset
seat. Code 8531Z0 No 2
Franke, or equal approved, first grade commercial quality white
glazed sanitary-ware
37 689
Franke Model CMPX592 Heavy Duty Wall and Floor mounted
Stainless Steel WC Pan, with seat holes to suit toilet seat, designed to
fit a concealed flushing system Code: 356115. Isolating ball valves.
Product code 1090-―40 as supplied by "Cobra". Sigma concealed
cisterns as supplied by "Geberit". Kombifix product code
110.792.00.1 suitable for wall mounting pans. Flush volume 6/3
liters. Mambo Actuator plate. Product code 115.751.00.1 finished in
brushed stainless steel. Manufactured by "Geberit"."Estonia"Soft
Closing toilet seat, colour: white. Code: 356258 No 6
38 055
Franke Model CMPX594 Stainless Steel Wall Hung WC Pan with seat
holes to suit toilet seat (code 356122) with 32mm stainless steel grab
rail (code DL2) and grab rail around cistern (code SR2A). Sigma
concealed cisterns as supplied by "Geberit". Kombifix product code
110.792.00.1 suitable for wall mounting pans. Flush volume 6/3
liters.Mambo Actuator plate. Product code 115.751.00.1 finished in
brushed stainless steel. Manufactured by "Geberit". Estonia soft
closing toilet seat, colour: white (Code 356258) (Paraplegic WC) No 2
38 420 Franke Model TU102 Stainless Steel flat back wall mounted, left hand
outlet, 1556mm long Trough Urinal. "Geberit" product code
119.704.16.1 flush pipes."Geberit" product code 152.938.00.1 urinal
traps. No 1
38 785 Franke Model Oval A Wall Mounted Wash Hand Basin with pressed
bowl (Code: 357456) - (1 bowl) No 4
39 150 Franke CHR02 Chronos Range Stainless Steel Wall mounted Hand
Basin (2 bowls) (Code:356658) No 1
39 516 Franke CHR03 Chronos Range Stainless Steel Wall mounted Hand
Basin -- (3 bowls) (Code:356721) No 1
Supply and install Franke CHR03 Chronos Range Stainless steel wall
mounted hand basins (code;356721)
39 881 Franke Stainless steel wall mounted shower panel (code: 359610)
with holes to accommodate "Cobra" underwall single lever shower
mixer (code: TC-956) and"COBRA" single function vandal resistant
shower head (code :KP2.6) No 10
Geberit, or equal and approved
40 246 Geberit Abalona square washbasin less abled accessible by wheel
chair, shallow basin, visible overflow, centred taphole (code:
500.292.01.1) with "Geberit" concealed trap with wall cabinet and
ready to fit set (code:151.120.21.1) and "Geberit"dip tube trap,
horizontal outlet: d32mm G1 1/4" bright chrome
plated(code:151.034.21.1) No 2
TAPS, VALVES, ETC
Cobra Watertech, or equal and approved
40 611 Cobra Single lever sink mixer with tubular swivel outlet (Code: SS-
970). No 2
40 977 '"Cobra" Metering pillar tap with Chrome plated finish (Code:
KM2.100), with non-hold open feature, flow controller. Flow cycle 1-
20seconds. No 9
41 342 Cobra Capstan range, one hole basin mixer with cast fixed outlet
(Code: CS-294CP) No 2
41 707
Cobra underwall single lever shower mixer (Code: TC-956) and
"Cobra" single function vandal resistant shower head (Code:KP2.6) No 2
Geberit, or equal and approved
42 072 Geberit Self closing tap type 26 without mixer; bright chrome plated.
(Code:115.720.21.1) No 2
Testing
42 438 Allow for testing of all existing sanitary system Item 1
BUDGETARY ALLOWANCES
42 803
Allow the budgetary amount of R 60 000 for unforeseen works Item 1
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 10
GLAZING
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. -----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
MIRRORS
4mm Silver float glass copper mirrors size 0.6m x 0.9 mwith 10mm
bevelled and polished edges fixed with double sided adhesive tape
on top of tiles
36 960 Mirror 600 x 900 mm high. No 14
37 325 Mirror 1000 x 1200 mm high. No 6
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 11
PAINTWORK
NOTE: Tenderers are required to study the Model Preambles for
Trades before pricing this Bill. ----------------------------------
NOTE: Unless otherwise stated herein, all items in this Bill shall be
deemed to be a fixed price for the duration of this project ---------------
----------------------
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
Unless otherwise described, the paint specification shall be in
accordance with Plascon products.
Previously painted plastered surfaces
Surfaces shall be thoroughly washed down and allowed to dry
completely before any paint is applied. Blistered or peeling paint
shall be completely removed and cracks shall be opened, filled with a
suitable filler and finished smooth.
Previously painted metal surfaces
Surfaces shall be thoroughly rubbed and cleaned down. Blistered or
peeling paint shall be completely removed down to bare metal.
Previously painted wood surfaces
Surfaces shall be thoroughly cleaned down. Blistered or peeling
paint shall be completely removed and cracks and crevices shall be
primed, filled with suitable filler and finished smooth.
PAINTWORK, ETC., TO NEW WORK
ON INTERNAL METAL SURFACES
Prepare, prime, undercoat and two coats Plascon eggshell enamel
paint
36 961 Steel shower divisions m² 56
ON SMOOTH CONCRETE SURFACES
PAINTWORK TO PREVIOUSLY PAINTED WORK
37 326 Allow paint to window cill m² 5
ON EXTERNAL METAL SURFACES
37 691 Steel pipework ne 300mm girth to match existing m 60
38 057 Gutters and downpipes ne 300mm girth m 403
38 422 Rails, pipes, bars etc m² 326
ON EXTERNAL FLOATED PLASTER
Prepare, undercoat and one coat "Plascon Velvaglo" paint
38 787 Walls in fair condition. m² 1 796
39 152 Plaster band around windows 200mm deep and 200mm wide m 350
39 518 On spectator seating m² 167
ON EXTERNAL WOODEN SURFACES
Prepare, undercoat and two coats "Plascon Velvaglo" paint
39 883 Fascia boards m² 110
40 248 Exterior beams 300mm wide m² 20
40 613 Skirtings 200 mm wide x 10 mm high skirtings nailed m 8
SECTION NO. 3: BRIXTON SWIMMING POOL
BILL NO. 12
PROVISIONAL SUMS, ETC.
NOTES:
1. The contractor's attention is drawn specifically to the Principal
Building Agreement clause 20.0 (nominated subcontractors), clause
21.0 (selected subcontractors) and clause 22 (employer's direct
contractors) and to the related clauses in Bill No. 1 - Preliminaries of
the bills of quantities..
Notwithstanding the provisions of the contract agreement as
included under “Preliminaries―, general attendance on N/S
subcontractors shall be deemed to be as follows:- The contractor
shall, at his own expense, provide the following general attendance
on the N/S subcontractor executing each such subcontract works:-
i. Access to the site and places where such subcontract works are to
be executed, including the reasonable use of temporary personnel
hoists erected by the contractor. ii. Potable water, electric lighting
and single-phase electric power to a position within 50-metres of the
place where such subcontract works are to be executed, but
excluding water, fuel and electric power for commissioning of any
installation. iii. An area on site for such subcontractor to establish
temporary office accommodation and workshops and for the storage
of plant and materials for the works. iv. The use of erected
scaffolding belonging to the contractor, in common with others
having the like right, while it remains erected on site. v. The use of
the contractor's ablution and toilet facilities, and the like, where
provided. vi. The use of the contractor's site telephone and facsimile
machine, where provided, subject to the payment by such
subcontractor for usage thereof.―
2. The contractor's attention is drawn to the definition of "special
attendance" on Nominated, or Selected, subcontractors and of fuel,
electrical power and water for commissioning of mechanical and
other specialised installations given in the ASAQS Preliminaries.
3. Where special attendance includes the provision of hoisting
facilities for a N/S subcontractor then the contractor shall:-
* ensure that the capacities of his hoisting equipment are sufficient
to deal with the masses and the quantities of the items to be hoisted,
* schedule the times of availability of the hoisting equipment for
each N/S subcontractor,
* provide all necessary personnel to operate the hoisting
equipment,
all to enable such subcontractor to safely execute the hoisting, or
lowering, of his material, etc., using the facilities provided by the
contractor.
SUPPLEMENTARY PREAMBLES
NOTE: Tenderers are required to appoint a Specialist Heritage
Contractor to execute the work.
PARAPLEGIC SWIMMING POOL LIFT
36 962 Allow R120 000.00 (One Hundred and Twenty Thousand Rand) for
swimming pool lift Item 1
37 327 Profit. %IT
37 692 General attendance. %IT
SWIMMING POOL EQUIPMENT
38 058 Allow R900 000.00 (Nine Hundred Thousand Rand) for new salt
chlorinator Item 1
38 423 Profit. %IT
38 788 General attendance. %IT
FITTINGS, FURNITURE AND EQUIPMENT
39 153 Allow the amount of R144 000.00 (One Hundred and Forty Four
Thousand Rand) for fittings, furniture and equipment Item 1
39 519 Profit. %IT
39 884 General attendance. %IT
IRONMONGERY
40 249 Allow R120 000.00 (One Hundred and Twenty Thousand Rands) for
ironmongery. Item 1
40 614 Profit. %IT
40 980 General attendance %IT
LANDSCAPING
41 345 Allow R30 000.00 (Thirty Thousand Rand) for landscaping Item 1
41 710 Profit. %IT
42 075 General attendance. %IT
HIGH PRESSURE CLEANING TO EXTERNAL FAACADE
42 441 Allow R18 000.00 (Eighteen Thousand Rand) for high pressure
cleaning Item 1
42 806 Profit. %IT
43 171 General attendance. %IT
REFURBISHMENT OF SERVICES
43 536
Allow R800 000.00 (Eight Hundred Thousand Rand)for the
refurbishment of the sewer and stromwater drainage system Item 1
43 902 Profit. %IT
44 267 General attendance. %IT
43 891 ALTERATIONS Page 321
43 892 CONCRETE, FORMWORK AND REINFORCEMENT Page 324
43 893 MASONRY Page 326
43 894 CARPENTRY AND JOINERY Page 329
43 895 IRONMONGERY Page 331
43 896 METALWORK Page 334
43 897 PLASTERING Page 336
43 898 TILING Page 338
43 899 PLUMBING AND DRAINAGE Page 344
43 900 GLAZING Page 345
43 901 PAINTWORK Page 349
43 902 PROVISIONAL SUMS, ETC. Page 353
1 MAIN CONTRACTOR Page 271
2 EME/QSE Page 311
3 SWIMMING POOL RATE# Page 354
RATE AMOUNT
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10 000,00 10 000,00
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500 000,00 500 000,00
135 000,00 135 000,00
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