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King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item Quantity Rate AmountNo
NOTES TO TENDERERS
1 NAMES OF PARTIES
Employer: ACSA
Principal agent: Rubiquant
Architects: DGIT Glam
Quantity surveyors: Rubiquant
Consulting civil & structural engineers: Hokmah
Consulting electrical engineers: DNA
Consulting mechanical engineers: Bingelela
2 CONDITIONS OF CONTRACT
The attention of the tenderer is SPECIFICALLY drawnto the conditions of contract in use. Tenderers arerequested to study the conditions of contract for the fullextent and meaning of each and every clause as setout in Section 1 - Preliminaries of the Bills ofQuantities.
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3 BILLS OF QUANTITIES
The pages contained in this Bills of Quantities arenumbered consecutively from page 9 to 92.Tenderers are requested to check the Bills ofQuantities and if any page is missing or duplicated,or if any figure or text is illegible, or if there existsany uncertainty or doubt as to the meaning of anydescription, or if this Bills of Quantitiescontains any obvious error, Tenderers must notifythe Quantity Surveyor immediately so as to obtainthe necessary rectification or explanation. No liability whatsoever with regard to the tenderamount will be recognized as a result of the aforementioned.
No alterations, erasure, omission or addition isallowed to be made to the text or conditionspertained to in this Bills of Quantities. If any such alterations, amendment, note oraddition is made, it will not be recognized and the Bills of Quantities will be deemed as orginallydrawn up by the Quantity Surveyor.
This Bills of Quantities is not meant for ordering. Any orders based on the Bills of Quantities are atthe contractor's own risk.
4 METHOD OF MEASUREMENT
This Bills of Quantities was compiled in accordancewith the method and guidelines as set out in the sixthedition of the Standard System of Measuring Builder'sWork and/or any amendments thereof. Whereapplicable the engineering work is measured inaccordance to the method and guidelines as set out inthe SANS 1200, 10400 and 10142 specifications.
The Bills of Quantities is provisional. All trades will bere-measured for the final account.
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5 ACQUANTANCE WITH TENDER DOCUMENTSETC
By submission of a tender, the tenderer will be deemedto have acquainted himself/herself fully with the tenderdocuments, local authority requirements and by-laws,ACSA regulations and requirements, and all aspects ofthe work envisaged in the documents prior to pricingand submission of his/her tender
6 DRAWINGS
The tenderer is referred to the Annexures for thedrawings used for setting up this Bills of Quantities
7 SCOPE OF CONTRACT
The description hereunder is a general guide only andthe tenderer is referred to the architect's drawings fortender purposes. No liability will be accepted shouldthe following short description be misconstrued.
The contract is for the retail renovations to theDomestic Departures at King Shaka InternationalAirport.
The scope of the work generally comprises thefollowing:
- Take down existing retail units- Construction of new retail units (re-use of shopfronts where possible)- Removal of existing carpets- Removal of existing floor tiles to retail units- New tiling to floors- New carpet to floors- Construction of a coffee shop- Electrical installations to new retail units- Ventilation installations to new retail units- Fire prevention installations to new retail units
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8 SITE BRIEFING MEETING
A compulsory tender briefing will be held at 10h00 on7th April 2017.
Tenderers are to meet at the reception of the Multi-Storey Office Block, King Shaka International Airport.
9 ACCESS
The tenderer is to familiarise himself with the siteaccess limitations.
Site access will be via the staff entrances to theDomestic Departures. No persons will be grantedaccess without a security permit.
For large materials and equipment being taken ontosite, access will be via the basement.
Security permits are required for ALL personsworking on or accessing the site (DomesticDepartures).
For Permit queries contact the Permit office:(032) 436 6506
The tendereres are to ensure that security permitsare priced for in their tender sum (see Provisional
Sums).
The tenderers are to ensure that all site restrictionsare priced for in their tender sum.
10 NIGHT WORK
The tenderer is to price for the execution of the worksat night.
All work on site is to commence after the departure ofthe last flight and will cease by 05h00 the followingmorning.
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11 EXISTING PREMISES OCCUPIED
Tenderers are referred to C3: Scope of Works in thedocument.
Tenderers attention is drawn to the cconditions of work,specifically that the premises or area of works is a liveoperational area. The contractor is therefore requiredto carry out the work with minimum disturbance to thedaily operations of the airport.
12 EXISTING SERVICES
The following existing services are to be treated as livesystems:
- sewer- water- electrical- telephone- data
The contractor is responsible to complete his/her owndetection operation to ensure all existingservices are located and exposed, without damage
to existingservices.
13 CONTRACTOR'S CAMP
Locality and restrictions (to vehicles, etc) to be advisedby ACSA
14 TENDER ENQUIRIES
All tender enquiries to be directed toSbonela.Malinga@airports.co.za
15 SIGNING OF TENDER
The tender must be signed by the tenderer or by arepresentative of the tenderer being duly authorised todo so and the tenderer is to attach a companyresolution if applicable
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16 COSTS INCURRED BY THE TENDERER
The employer will not be responsible for or pay forexpenses or losses which may be incurred by thetenderer in the preparation of the tender or in visitingthe site
17 ACCEPTANCE OF TENDER
The employer is not bound to accept the lowest or anytender nor to give any reason for the rejection of anytender
18 BLACK ECONOMIC EMPOWERMENT
Tenderers are referred to the the Tender ReturnablesList in the document and ensure that all the requiredinformation and documentation is included togetherwith the tender submission.
19 OCCUPATIONAL HEALTH AND SAFETY ACT -CONTRACT AND SPECIFICATION
Tenderers must carefully study the project specificationand ensure that all of the obligations, requirements andspecifications are included in the tender sum
The tenderer is referred to Annexures A, B and C i nthe document
20 INFORMATION TO BE PROVIDED BYTENDERERS
Tenderers are referred to the Tender Returnables Listin the document and ensure that all the requiredinformation and documentation is included togetherwith the tender submission.
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21 ESCALATION / FIXED PRICE CONTRACT
This contract will be a fixed price contract; i.e. thecontract sum is not subject to price escalation.The tenderer must allow in his/her tender price for anyproduction cost increases expected during the contractperiod.
22 ESCALATION AND COMPLETION DATES
The dates for completion of the contract are annexedat the back of the tender form and are to be indicated inthe programme of works in the tender submission.
Escalation is not applicable to this project.
23 CONTRACT PERIOD
The contract period shall be 6 MONTHS including allstatutory and builder's holidays.
24 VALUE ADDED TAX
The tendered price must include for Value Added Tax(VAT). All rates in these Bills of Quantities musthowever be net (excluding VAT) with VAT calculatedand added to the total Value thereof in the FinalSummary.
25 PENALTY
The rate for penalties levied in terms of clause 30 ofthe Contract, shall be R per calendar day
for which the completion of the contract is delayed.
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26 MAINTENANCE PERIOD
The maintenance period shall be as follows:
a) General building work: 3 monthsb) Electrical installation : 12 months unless
otherwise statedc) Mechanical installaion : 12 months
Any leakages to roofs or damage caused as a resultthereof within six (6) months after completion of thework due to poor materials or competency of workmen,shall be repaired by the contractor at his cost.
27 ORDER OF WORK
The tenderer shall programme his work to thesatisfaction of the principal agent.
The programme is to be included in the tendersubmission.
28 PRICED BILL WITH FINAL SUMMARY
A complete and priced hard copy of the bills ofquantities with the final summary must be returned withthe tender form. FAILURE TO DO SO WILLINVALIDATE THE TENDER.
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Item Quantity Rate AmountNo
SECTION 1
BILL 1
PRELIMINARIES
NOTES
BUILDING AGREEMENT & PRELIMINARIES
The JBCC Prinicipal Building Agreement (Edition 6.1 March2014) prepared by the Joint Building Contract Committee shallbe the applicable building agreement, amended as hereinafterdescribed.
The Preliminaries revision 1 (February 2016) published by theAssociation of South African Quantity Surveyors for use withthe said JBCC Prinicpal Building Agreement Edition 6.1 shall bedeemed to be incorporated in these bills of quantities.
Contractors are referred to the above mentioned documents forthe full intent and meaning of each clause thereof.
These clauses are hereinafter referred to by clause numberand heading only. Where standard clauses or alternatives arenot entirely applicable to this agreement such amendments,modifications, corrections or supplements as will apply aregiven under each relevant clause heading and suchamendments, modifications, corrections or supplements shalltake precedence notwithstanding anything contrary contained inthe above mentioned documents.
Where any item is not relevant to this specific contract suchitem is marked N/A, signifying "not applicable"
PREAMBLES FOR TRADES
The Model Preambles for Trades (2008 edition) as publishedby the Association of South African Quantity Surveyors shall bedeemed to be incorporated in these bills of quantities and noclaims arising from brevity of description of items fullydescribed in the said Model Preambles will be entertained.
Supplementary preambles are incorporated in these bills ofquantities to satisfy the requirements of this project. Suchsupplementary preambles shall take precedence over theprovisions of the said Model Preambles.
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The contractor's prices for all items throughout these bills ofquantities must take account of and include for all of theobligations, requirements and specifications given in the saidModel Preambles and in any supplementary preambles.
PRICING OF PRELIMINARIES
Should the contractor select Option A in terms of clause 26 inthe Contract Data for the purpose of adjustment of thesepreliminaries, the amount entered into the amount column inthese preliminaries is to be divided into one or more of the threecategories provided namely Fixed (F), Value Related (V) andTime Related (T)
SECTION A: PRINCIPAL BUILDINGAGREEMENT
Interpretation
1 Clause 1.0 - Definitions and Interpretation
F:........................... V:.......................... T:............................Item
2 Clause 2.0 - Law, Regulations and Notices
F:............................ V:...................... T:............................
Without limiting the generality of the provisions of clause 2.0,the contractor's attention is drawn to the provisions of theConstruction Regulations, February 2014 and the OccupationalHealth and Safety Act, (Act No.85 of 1993) and in particularwith Regulation No.5 (1) requiring the compilation of a healthand safety plan, as well as Regulation No.6 (1) requiring theappointment of a construction supervisor.
The contractor is referred to the following Annexures (A - C) i nthe tender document:
(a) KS15 02 RU ACSA Environmental Ts and Cs10431_EMS048
(b) KS15 02 RU ACSAT010P_EMS_Policy_Statement
(c) KS15 02 RU ACSA Safety File Requirements
Non-compliance will result in a work stop order issued by the
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principal agent should the non-conformance not be closed outwithin the stipulated period on the non-conformance notice, atthe contractor's cost.
Item
3 Clause 3.0 - Offer and Acceptance
F:.......................... V:......................... T:..........................Item
4 Clause 4.0 - Assignment and Cession
F:........................... V:.......................... T:...........................Item
5 Clause 5.0 - Contract Documents
Clause 5.5 is amended by addition of the following:
The contractor shall keep a copy of the JBCC Principal BuildingAgreement (Edition 6.1) and Preliminaries applicable to thiscontract on site, to which the employer, principal agent andagents shall have access at all times
F:........................... V:......................... T:............................Item
6 Clause 6.0 - Employer's agents
F:........................... V:.......................... T:............................Item
7 Clause 7.0 - Design responsibility
F:........................... V:.......................... T:...........................Item
Insurance and Security
8 Clause 8.0 - Works risk
F:.......................... V:......................... T:..........................Item
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9 Clause 9.0 - Indemnities
F:........................... V:.......................... T:............................Item
10 Clause 10.0 - Insurances
F:............................. V:............................ T:.....................Item
11 Clause 11.0 - Security
F:................ V:............................ T:............................Item
Execution
12 Clause 12.0 - Duties of the Parties
F:............................. V:............................ T:.....................
Sub-clause 12.2.18
The contractor must provide, erect, maintain and remove atcompletion all required temporary fencing, hoarding screens,barriers, access gates, etc.
Item
13 Clause 13.0 - Setting Out
The contractor shall notify the principal agent if anyencroachments of adjoining foundations, buildings, structures,pavements, boundaries, etc exist in order that the necessaryarrangements may be made for the rectification of any suchencroachments.
F:......................... V:.......................... T:............................ Item
14 Clause 14.0 - Nominated subcontractors
F:............................. V:........................ T:............................Item
15 Clause 15.0 - Selected subcontractors
F:............................. V:........................ T:............................Item
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16 Clause 16.0 - Direct subcontractors
F:............................. V:........................ T:............................Item
17 Clause 17.0 - Contract instructions
F:............................. V:......................... T:...........................Item
Completion
18 Clause 18.0 - Interim Completion
F:............................. V:........................ T:............................Item
19 Clause 19.0 - Practical completion
F:........................... V:......................... T:............................Item
20 Clause 20.0 - Sectional Completion
F:............................. V:........................ T:............................Item
21 Clause 21.0 - Defects Liability Period and Final Completion
F:............................. V:........................ T:...........................Item
22 Clause 22.0 - Latent Defects Liability Period
F:............................. V:........................ T:...........................Item
23 Clause 23.0 - Revision of the Date for Practical Completion
The removal and replacement of materials and/or workmanshipwhich do not conform to specification or drawing shall notconstitute grounds for the extension of the construction periodnor for the adjustment of the contract value (Clause 23.3)
F:............................. V:........................ T:..........................Item
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24 Clause 24.0 - Penalty for Late or Non-Completion
F:........................... V:.......................... T:............................Item
Payment
25 Clause 25.0 - Interim payment
Clause 25.7 is amended to:
The employer shall pay the contractor the amount certified in anissued payment certificate within thirty (30) calender days of thedate for issue of the payment certificate.
F:............................. V:............................ T:............................Item
26 Clause 26.0 - Adjustment to the Contract Value and FinalAccount
F:.......................... V:........................... T:..................... Item
27 Clause 27.0 - Recovery of Expense and/or Loss
F:............................. V:........................ T:............................Item
Suspension and Termination
28 Clause 28.0 - Suspension by the Contractor
F:............................. V:........................ T:............................Item
29 Clause 29.0 - Termination
F:............................ V:......................... T:............................Item
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Dispute Resolution
30 Clause 30.0 - Dispute Resolution
F:........................... V:......................... T:........................... Item
SECTION B - PRELIMINARIES
Definitions and interpretation
31 Clause 1 0 - InterpretationF:.............................V:............................T:.......................... Item
Documents
32 Clause 2.1 - Checking of documentsF:.......................... V:.......................... T:............................
Item
33 Clause 2.2 - Provisional bills of quantities
F:......................... V:............................ T:............................ Item
34 Clause 2.3 - Availability of construction information
F:............................. V:........................ T:............................ Item
35 Clause 2.4 - Ordering of materials and goods
F:............................. V:........................ T:............................ Item
Previous Work and Adjoining Properties
36 Clause 3.1 - Previous work - dimensional accuracy
F:............................. V:........................ T:............................ Item
37 Clause 3.2 - Previous work - defects
F:............................. V:........................ T:............................ Item
38 Clause 3.3 - Inspection of adjoining properties
F:............................. V:........................ T:............................ Item
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The Site
39 Clause 4.1 - Defined works area
F:............................. V:........................ T:............................ Item
40 Clause 4.2 - Handover of site in stages
F:............................. V:........................ T:............................ Item
41 Clause 4.3 - Enclosure of the works
F:............................. V:........................ T:............................ Item
42 Clause 4.4 - Geotechnical investigation
F:............................. V:........................ T:............................ Item
43 Clause 4.5 - Encroachments
F:............................. V:........................ T:............................ Item
44 Clause 4.6 - Existing premises occupied
F:............................. V:........................ T:............................ Item
45 Clause 4.7 - Services - known
F:............................. V:........................ T:............................ Item
46 Clause 4.8 - Protection of trees and/or relevant natural features
F:............................. V:........................ T:............................ Item
Management of Contract
47 Clause 5.1 - Management of the works
F:............................. V:........................ T:............................ Item
48 Clause 5.2 - Progress meetings
F:............................. V:........................ T:............................ Item
49 Clause 5.3 - Technical meetings
F:............................. V:........................ T:............................ Item
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Samples, Shop Drawings and Manufacturer's Instructions
50 Clause 6.1 - Samples of materials
F:............................. V:........................ T:............................ Item
51 Clause 6.2 - Workmanship samples
F:............................. V:........................ T:............................ Item
52 Clause 6.3 - Shop drawings
F:............................. V:........................ T:............................ Item
53 Clause 6.4 - Compliance with manufacturer's instructions
F:............................. V:........................ T:............................ Item
Deposits and Fees
54 Clause 7.1 - Deposits and fees
F:............................. V:........................ T:............................ Item
Temporary Services
55 Clause 8.1 - Water
F:............................. V:............................ T:................... Item
56 Clause 8.2 - Electricity
F:............................. V:............................ T:........................ Item
57 Clause 8.3 - Ablution and welfare facilities
F:......................... V:............................ T:............................ Item
58 Clause 8.4 - Communication facilities
F:......................... V:............................ T:............................ Item
Prime Cost Amounts
59 Clause 9.1 - Responsibility for prime cost amounts
F:.......................... V:.......................... T:............................ Item
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Attendance on Subcontractors
60 Clause 10.1 - General attendance
F:............................. V:........................ T:............................ Item
61 Clause 10.2 - Special attendance
F:............................. V:........................ T:............................ Item
General
62 Clause 11.1 - Protection of the works
F:............................. V:........................ T:............................ Item
63 Clause 11.2 - Protection/isolation of existing/sectionallyoccupied works
F:............................. V:........................ T:............................ Item
64 Clause 11.3 - Security of the works
F:............................. V:............................ T:....................... Item
65 Clause 11.4 - Notice before covering work
F:............................. V:........................ T:............................ Item
66 Clause 11.5 - Disturbance
F:............................. V:........................ T:............................ Item
67 Clause 11.6 - Environmental disturbance
F:............................. V:........................ T:............................ Item
68 Clause 11.7 - Works cleaning and clearing
F:............................. V:........................ T:............................ Item
69 Clause 11.8 - Vermin
F:............................. V:........................ T:............................Item
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70 Clause 11.9 - Overhand work
F:............................. V:........................ T:............................ Item
71 Clause 11.10 - Tenant installations by direct contractors
F:............................. V:........................ T:............................ Item
72 Clause 11.11 - Advertising
F:............................. V:........................ T:............................ Item
Schedule of variables
73 Information necessary for elections and completion of thoseclauses contained in the schedule which are necessary fortender purposes is given hereunder. Where no information isgiven it shall mean that no specific requirements are expectedor that the clause is not relevant to this specific contract Item
12.1 - Provisional bills of quantities [clause 2.2]
The quantities are provisional Yes
12.2 - Availability of construction information[clause 2.3]
Construction documentation is complete Yes
12.3 - Previous work - dimensional accuracy [clause3.1]
N/A
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12.4 - Previous work [clause 3.2]
N/A
12.5 - Inspection of adjoining properties [ 3.3]
The contractor is referred to Scope of Works in thedocument.The contractor is to inspect the adjoining tenantproperties for any defects prior to commencementof works.
12.6 - Defined works area [4.1]
The contractor is referred to Scope of works inthe document.
12.7 - Handover of site in stages [4.2]
The contractor is to programme for the handing overof the retail areas as completed, for the commencement of thetenant installations.
12.8 - Enclosure of the works [clause 4.3]
The contractor shall provide, maintain and removeon completion of the works, solid hoarding notless than 2.1m high
12.9 - Geotechnical investigation [clause 4.4]
N/A
12.10 - Existing premises occupied [clause 4.7]
The contractor is referred to Scope of works: working in a live operational area
12.11 - Services - known [clause 4.7]
Existing retail units to be relocated
12.12-Protection of trees and/or relevant features [clause 3.9] N/A
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12.13 Water [clause 8.1]
Option A (by contractor) - yes
Option B (by employer - free of charge) - no
Option C (by employer - metered) - no
12.14 - Electricity [clause 8.2]
Option A (by contractor) - yes
Option B (by employer - free of charge) - no
Option C (by employer - metered) - no
12.15 - Ablution facilities [clause 8.3]
Option A (by contractor) - yes
Option B (by employer) - no
12.16 - Communication facilities [clause 8.4]
The contractor is to provide his own communicationfacilities, including fax, e-mail and mobile telephones.
12.17 - Protection of the works [clause 11.1]
The contractor shal provide, erect, maintain andremove on completion of the works, solid hoarding notless than 2.1m high.
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12.18 - Protection/isolation of existing/sectionally occupiedworks [clause 11.2]
Protection is required Yes
12.19 - Disturbuance [clause 11.5]
The contractor is referred to the Scope of Works in thedocument.
12.20 - Environmental disturbance [clause 11.6]
The contractor is referred to the C1: EnvironmentalManagement of Section C: Specific Preliminaries andthe Environmental T's & C's 10431 EMS 048 and theTO1OP EMS Policy Statement in the document.
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SECTION C: SPECIFIC PRELIMINARIES
Section C contains specific preliminary itemswhich apply to this contract except where N/A(Not Applicable) appears against an item
74 C1 ENVIRONMENTAL MANAGEMENT
The Contractor shall, before commencement of any work,compile an Environmental Management Plan (EMP) (SeeAnnexures A, B and C). This must be done by a competentperson, appointed in writing, and this must form part of theSHEQ file to be applied on the site and shall include thefollowing:
· Identification of the aspects and impacts towhich the environment may be exposed to;
· Analysis and evaluation of the aspects andimpacts identified;
· A document plan to mitigate, reduce orcontrol the aspects and impacts that have beenidentified;
· A monitoring plan;· A review plan; and· A Waste Management Plan.
The Environmental Management Plan must be madeavailable to all staff at all times on the construction site. All staffis to be made aware of the environmental aspects and impactson the site as well as the measures that are required to mitigateor eliminate the risks.
The Employer has made their EMP available to the Contractorin this document. The Contractor must include in his EMP onhow these document requirements will be met.
The contractor shall appoint a Environmental Officer (EO) interms of the CEMP (Annexures A, B and C) and allow for andcomply with all the requirements.
Signature of this agreement implies that the contractor studiedthe Environmental Management requirements and has madeadequate provision to comply with all the requirements.
Non-conpliance will result in a work stop order issued by the PAshould the non-conformance not be closed out within the periodstipulated on the non-conformance notice.
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Fixed:............... Value:....................Time:.......................... Item
75 C2 SITE OFFICE
The contractor shall provide, maintain and remove oncompletion of the works, an office for the exclusive use of theprincipal agent, minimum size 4m x 3m x 3m high internally,suitably insulated, ventilated and air-conditioned, provided withelectric lighting and fitted with boarded floor, desk, chair,drawing stool, drawing board and lock-up drawers for drawings. The office shall be kept clean and fit for use at all times.
F:.......................... V:........................ T:........................... Item
76 C3 MAIN NOTICE BOARD
The contractor may make use of the site hoarding enclosing theworks to display the information contained in the notice board tothe approval of the client.
F:.............................. V:....................... T:...................... Item
77 C4 TRADE NAMES
Wherever a trade name for any product has been described inthe bills of quantities / lump sum document, the tenderersattention is drawn to the fact that any other product of equalquality may be used subject to the written approval of theprincipal agent being obtained prior to the closing date forsubmission of tenders
If prior written approval for an alternative product is notobtained, the product described shall be deemed to have beentendered for
F:............................. V:....................... T:............................ Item
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78 C5 NIGHT SHIFT WORK
The contractor is referred to the Scope of Works in thedocument.
The execution and completion of the works is deemed to beduring night shift, ie after the departure of the last flight in theevening until 05h00 the following morning notwithstanding flightschedule changes for departure times.
The costs of such nightshift are to be borne by the contractor.
F:............................. V:........................ T:............................ Item
79 C6 AS BUILT DRAWINGS
The position of construction breaks, services and connection toexisting services are to be recorded by the contractor on theengineer's drawings and are to be submitted to the principalagent and the engineer for their records.
F:............................. V:........................ T:............................ Item
80 C7 SITE INSTRUCTIONS
Site instructions issued on site are to be recorded in triplicate ina site instruction book which is to be maintained on site by thecontractor
F:........................ V:............................ T:............................ Item
81 C8 LABOUR RECORD
At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form, reflectingthe number and description of tradesmen and labourersemployed by him and all subcontractors on the works each shift.
F:......................... V:............................ T:............................ Item
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82 C9 PLANT RECORD
At the end of each week the contractor shall provide theprincipal agent with a written record, in schedule form, reflectingthe number, type and capacity of all plant, excluding hand tools,currently used on the works.
F:............................. V:........................ T:............................ Item
83 C10 WARRANTIES FOR MATERIAL AND WORKMANSHIP
Where warranties for materials and/or workmanship are calledfor, the contractor shall obtain a written warranty, addressed tothe employer, from the firm supplying the materials and/ordoing the work and shall deliver same to the principal agent onthe certified completion of the contract. The warranty shallstate that workmanship , materials and installation arewarranteed for a specific period from the date of finalcompletion and that any defects that may arise during thespecified period shall be made good at the expense of the firmsupplying the materials and/or doing the work, upon writtennotice to do so. The warranty will not be enforced if the work isdamaged by defects in the construction of the building in whichcase the responsibility for replacement shall rest entirely withthe contractor.
F:............................. V:........................ T:............................ Item
84 C11 CO-OPERATION OF CONTRACTOR FOR COSTMANAGEMENT
It is specifically agreed that the contractor accepts theobligation of assisting the principal agent in implementingproper cost management. The contractor will be advised by theprincipal agent of all cost management procedures which willbe implemented to ensure that the final building cost does notexceed the budget. The principal agent undertakes to makeavailable to the contractor all budgetary allowances and costassessments/reports to enable the proper procedure to beimplemented and the contractor shall attend all cost plan reviewand cost management meetings. The contractor undertakes toextend these procedures, as necessary, to all subcontractors.
F:............................. V:........................ T:............................
Item
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85 C12 NON CESSION OF MONIES
The contractor shall not cede nor assign his rights or claims toany monies due or to become due under this contract
F:............................. V:........................ T:............................Item
86 C13 VIEWING THE SITE IN SECURITY AREAS
The site is situated in a security area and the tenderer mustarrange with the Project Manager to obtain permission to enterthe site for tendering purpose
F:............................. V:....................... T:............................Item
87 C14 COMMENCEMENT OF WORKS IN SECURITY AREAS
As the works falls within a security area the contractor mustgive the Project Manager notice before commencement of theworks. Should the contractor fail to make sucharrangements, admission to the site may be refused and anyadditional costs will be for the contractor's account
F:............................. V:........................ T:............................Item
88 C15 ENTRANCE PERMITS TO SECURITY AREAS
As the works falls within a security area the contractor s h a l lobtain entrance permits for his personnel and workmenentering the area and shall comply with all regulations andinstructions which may be issued from time to time regardingthe protection of persons and property under the control of theDefence Force, Police of Chief Security Officer
F:............................. V:.........................T:............................Item
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89 C16 SECURITY CHECK OF PERSONNEL
The principal agent may require the contractor to have hispersonnel and workmen, or a certain number of them, securityclassified
In the event of the principal agent requesting the removal of aperson or persons from the works for security reasons, thecontractor shall do so forthwith and shall thereafter ensure thatsuch person or persons are denied access to the works a n dthe site and/or to any document or information relating to theworks
F:............................. V:........................ T:............................Item
90 C17 PROHIBITION ON TAKING OF PHOTOGRAPHS
In terms of article 119 of the Defence Act, 44 of 1957, it isprohibited to sketch or to take photographs of any millitary siteor installation or any building or civil works thereon or to be inpossession of a camera or other apparatus used for taking ofphotographs except when authorized thereto by or on behalf ofthe Minister
The same prohibition is also applicable to all correctionalinstitutions in terms of article 44.1(e) of the CorrectionalServices Act of 1959
F:............................. V:...................... T:............................Item
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91 C18 CONTRACT DRAWINGS
The drawings issued with the tender documents serve as aguide only for tendering purposes and for indicating the scopeof the work to enable the tenderer to acquaint himself with thenature and extent of the works and the manner in which theyare to be executed. See C3: Scope of Works in the document
Should any part of the drawings not be clearly intelligible to thetenderer he shall, before submitting his tender, obtainclarification in writing from the principal agent
Fixed:.....................Value:................. Time:.................... Item
92 C19 GENERAL PREAMBLES
The document Model Preambles 2008 shall be read inconjunction with the bills of quantities and be referred to forthe full descriptions of work to be done and materials to beused
Fixed:.....................Value:...................... Time:................... Item
C20 HIV/AIDS AWARENESS
It is required of the contractor to thoroughly study theHIV/AIDS Specification (PW1544) of the Department that must be read together with and isdeemed to beincorporated under this Section of the Bills of Quantities.Provision for pricing ofHIV/AIDS awareness is made under items C20.1 to C20.5hereafter and it is explicitlypointed out that all requirements of the aforementionedspecification are deemed to bepriced hereunder, as the said items represent the only methodof measurement and noadditional items or extras to the contract in this regard shall beentertained
The contractor must take note that compliance with theHIV/AIDS Specification iscompulsory. In the event of partial or total non-compliance, theprincipal agent,notwithstanding the provisions of Clause A 25 of Section 1:Preliminaries (Section A) or any other clause to the contrary,reserves the right to delay issuing any progresspayment certificate until the contractor provides satisfactoryproof of compliance. The contractor shall not be entitled to any
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compensation of whatsoever nature, including interest, due tosuch delay of payment
93 C20.1 AWARENESS CHAMPION
Selection, appointment, briefing and making available of anAwareness Championincluding provision of all relevant services, all in accordancewith the HIV/AIDSSpecification
Fixed:...............Value:.................. Time:....................... Item
94 C20.2 AWARENESS WORKSHOPS
Selection and appointment of a competent Service Providerapproved by the principalagent, provision of a Service Provider Workshop Plan and asuitable venue, conducting of awareness workshops by meansof traditional and/or modern multi-media techniques, includingfollow-up courses, making available all tuition material andperforming assessment procedures, all in accordance with theHIV/AIDS Specification
Fixed:..................... Value:...................... Time:................ Item
95 C20.3 POSTERS, BOOKLETS, VIDEOS, ETC.
Provision, displaying, maintaining and replacing whennecessary of four plasticlaminated posters, booklets and educational videos, etc. for theduration of theconstruction period, all in accordance with the HIV/AIDSSpecification
Fixed:....................Value:................. Time:..................... Item
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96 C20.4 ACCESS TO CONDOMS
Provision and maintenance of condom dispensers fixed inposition, including male andfemale condoms, replenishing male and female condoms on adaily basis as required for the duration of the constructionperiod, all in accordance with the HIV/AIDSSpecification
Fixed:......................Value:..................... Time:................... Item
97 C20.5 MONITORING
Monitoring HIV/AIDS awareness of workers, providing theprincipal agent with access to information including makingavailable all reports, thoroughly completed and reflecting thecorrect information, for the duration of the construction periodand close out, all in accordance with the HIV/AIDS Specification
Fixed:..........................Value:..................... Time:................ Item
98 C21 ENTERPRISE DEVELOPMENT
The contractor is referred to Tender Returnables of thedocument to provide for a Enterprise Development Practitioner.
Fixed:................. Value:..................... Time:......................
Item
99 C22 OCCUPATIONAL HEALTH AND SAFETY FILE
The contractor is referred to Tender Returnables (see alsoAnnexures C) of the document to provide for a Safety File inaccordance to the Construction Regulations (February 2014)and the Occupational Health and Safety Act, 1993 (Act No.85of 1993)
Fixed:................. Value:..................... Time:......................
Item
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Item Quantity Rate AmountNo
SECTION 2
BILL 2
ALTERATIONS
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group102
TEMPORARY BARRIERS, SCREENS, ETC
1 In taking down and removing existing work, the utmost careshall be taken to avoid any structural or other damage to theremaining portions of the building. The contractor shall cover upand protect from injury all work not removed and shall makegood at his own expense any damage that may occur. Item
2 Provide and erect all casings and protection for and cover up allexisting fittings, doors, windows, joinery work, walls, floors, etc.,not disturbed during the alterations and clear away and makegood on completion. Item
3 Provide, erect and remove when directed all temporary roofcoverings, tarpaulins, dust- and weather proof screens andbarriers that may be necessary as protection against damage tothe client's satisfaction. Item
4 Removal of and alterations to the Electrical and Mechanicalinstallations shall be executed by Specialists. Item
5 All demolition work is to be carried out in accordance with theLocal By-laws and to requirements of the Local HealthAuthorities. Item
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REMOVAL OF EXISTING WORK
Core drilling through reinforced concrete coffer slabs
6 50mm diameter hole through 200mm thick concrete coffer slab No 35
7 100mm diameter hole through 200mm thick concrete cofferslab No 10
8 200mm diameter hole through 200mm thick concrete cofferslab No 4
Carefully taking out and setting aside in safe-keeping forre-use later
9 Timber single door and steel frame No 1
10 Aluminium roller shutter door size approximately 3.50m x3.00m high No 8
11 Aluminium shopfronts including doors etc, size approximately300mm long x 3.00m high No 6
12 Aluminium shopfronts including doors etc, size approximately2.50m long x 3.00m high No 6
13 Aluminium shopfronts including doors etc, size approximately2.00m long x 3.00m high No 4
14 Aluminium shopfronts including doors etc, size approximately9.60m x 3.00m high No 4
Taking down and removing roofs, floors, panelling,ceilings, partitions, etc
15 Gypsum plasterboard bulkheads approximately 400mm high by850mm deep, including timber brandering, etc m 97
16 Gypsum plasterboard bulkheads approximately 600mm wide by300mm deep, including timber brandering, downlighters andsprinkler head fittings m 7
17 Gypsum plasterboard bulkheads approximately 1200mm wideby 850mm deep, including timber brandering, downlighters andsprinkler head fittings m 129
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18 Drywall partitioning not exceeding 3m high including skirting,studding, doors and windows, etc m 53
Taking out and removing steel or timber fittings
19 Floor cupboard unit 600 wide x 6000mm girth including worktopNo 2
20 Timber and glass display unit 18m girth extreme x 400 wide x1200mm high including shelves, doors, glass tops and sides
No 2
21 Floor cupboard unit 9000mm long x 600 wide x 500mm highincluding doors
No 1
22 Timber display shelving approximately 400mm wide x 2000mmhigh m 8
Carefully taking out ironmongery and handing over toclient for safe-keeping (to be installed by others)
23 "VMG" digital free-standing advertising box approximately 900 x500 x 1500mm high No 1
24 Five-seater airport chairs No 58
25 Information sign board, size approximately 1500 long x1500mm high suspended by two poles aproximately 1500mmbelow roof beam No 1
26 Illuminated sign board, size approximately 3000 long x 400mmhigh fixed to bulkhead No 12
27 Information sign board, size approximately 1200 long x 400mmhigh suspended by two poles aproximately 1500mm below roofbeam No 2
28 Information sign board, size approximately 600 long x 400mmhigh suspended by two poles aproximately 1500mm below roofbeam No 4
29 Information sign board, size approximately 600 long x 400mmhigh fixed to concrete No 4
30 Digital Flight Information Screens, size approximately 800 longx 600mm high fixed to concrete No 12
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31 Digital Flight Information Screens, size approximately 2000mmlong x 2000mm high suspended from roof beam No 1
32 Free-standing digital information screens on pillarsapproximately 800mm high No 8
33 Aluminium rubbish bins approximately 400mm diameter x700mm high No 9
34 Aluminium rubbish bins approximately 800mm long x 700mmhigh x 150mm deep No 2
35 Pot plants approximately 400mm diameter x 1600mm highoverall No 14
Taking out/off and removing sundry metalwork
36 150 x 150mm Hollow structural steel framework includingplates, cleats, bolts, etc m 90
37 Cable trays approximately 200mm wide including hangers, etc m 75
38 Galvanised mild steel grille including supporting channelpurlins, cleats, bolts, etc m2 284
Taking out and removing vinyl floor coverings, carpeting,etc:
39 Carpet floor covering. m2 384
40 Laminated timber floor covering. m2 40
Hacking up/off and removing ceramic tile floor and wallfinishes including removing mortar bed or backing andpreparing concrete or brick surfaces for new screed,plaster or tile finishes
41 Tiles to floors (varying in size and type) m2 934
CUTTING THROUGH FLOORS AND CEILINGS
42 Cutting through 100mm thick concrete slab for sleeves, etc andmaking good concrete (elsewhere measured) m 30
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MAKING GOOD OF FINISHES ETC
Making good internal cement plaster
43 Walls in patches m2 17
44 Making good to wall where copper water pipes have beenchased into plastered walls m 30
45 Making good to wall where electrical conduits have beenchased into plastered walls m 30
46 Cut through 100mm thick surface bed for 50mm waste pipe(elswhere) and making good to floor afterwards m 20
PREPARATORY WORK TO EXISTINGSURFACES
Preparation to existing horizontal surfaces.
47 Hack face of existing concrete surface bed to receive newscreed (screed elsewhere) m2 1 358
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Item Quantity Rate AmountNo
SECTION 2
BILL 3
ROOF COVERINGS, ETC
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
Fixing
Fixing shall be done according to SABS 1200HB with minimum225mm end laps
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group125
PROFILED METAL SHEETING ANDACCESSORIES
"Safintra" 0.8mm thick "Saflok 700" concealed fixaluminium roof sheeting and accessories with "G4Colortech" finish on one side and protective primercoating on the reverse side fixed to steel purlins or railsspaced at 1340mm centres. All sheeting is to be clearlymarked on the reverse side at one-metre intervalsindicating thickness, material quality, coating thicknessand paint system.
1 Roof covering with pitch not exceeding 10 degrees m2 402
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Item Quantity Rate AmountNo
SECTION 2
BILL 4
CEILINGS, PARTITIONS AND ACCESS
FLOORING
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
Descriptions
Items described as "nailed" shall be deemed to be fixed withhardened steel nails or pins or shot pinned to brickwork orconcrete
"Rhino-Drywall" partition systems
"Rhino-Drywall" partitions shall comprise 63,5mm top andbottom galvanised steel tracks with 63,5mm galvanised steelvertical studs at maximum 600mm centres, friction fitted orpop-riveted to the top and bottom tracks with similar additionalverticalstuds as necessary at abutments, ends, etc and coveredas described with wallboard screwed to studding with "Drywall"screws at maximum 220mm centres. Boards shall be buttjointed and finished with "Rhino" tape and "Readymix D" jointingcompound all in accordance with the manufacturer'sinstructions, complete with flat section aluminium skirtings.Intersections and abutments are measured separately anddescriptions shall be deemed to include any additional studs,corner beads, jointing compound and galvanised bracing
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group129
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BULKHEADS
12.5mm Gypsum plasterboard with 63mm wide strips ofmesh scrim nailed over joints and the finished withgypsum skim plaster trowelled to a smooth polishedsurface to the thickness recommended by themanufacturer
1 Horizontal bulkheads 800mm wide x 300mm deep, includinggalvanised steel sub-frames m 3
2 Horizontal bulkheads 1200mm wide x 846mm high, includinggalvanised steel sub-frames m 121
3 Vertical bulkheads 700mm wide x 300mm deep, includinggalvanised steel sub-frames m 7
4 Extra over horizontal bulkheads for opening for light fittings(elsewhere) No 111
5 Extra over horizontal bulkheads for opening for fire sprinklerfittings (elsewhere) No 53
PARTITIONS ETC
CPAP WORK GROUP 138
"Gyproc Drywall" partition systems
Note: Wall paper and/or paint and varnish finishes aremeasured elsewhere
"GypWall Firestop 51/F30S39" steel stud partitioningcomplete with 1 layer of 12.5mm thick "Gyproc Firestop"on both sides and braced internally with C5 coiledgalvanised straps as per the Engineer's drawings
6 Partitioning 650mm high with bottom and top tracks fixed tostructural steel framework m 103
7 Partitioning 3.50m high with bottom track plugged and top trackfixed to ceiling m 29
8 Partitioning 4.00m high with bottom track plugged and top trackfixed to ceiling m 66
9 Extra over partition 1.00m high for vertical abutment No 64
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10 Extra over partition 4.00m high for vertical abutment No 22
11 Extra over partition 4.00m high for T-intersection No 32
12 Extra over partition 3.50m high for vertical abutment No 36
Doors
13 Extra over partition for door frame and 40mm solid core flushdoor 813 x 2032mm high with commercial veneer on bothsides and hardwood edge strips to vertical edges hung toand including standard natural anodised aluminium doorframe with three 100mm nylon washered aluminium hingesincluding two "Union CZ692-05SC Radius Lever" door handleswith "Union Euro Profile Double Cylinder 2x810/BPLMK" in a"Union L-22315-76SS" Cylinder lockcase, and additionalstudding, trimming, etc No 10
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Item Quantity Rate AmountNo
SECTION 2
BILL 5
FLOOR COVERINGS, PLASTIC LININGS,ETC
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group130
FLOOR COVERINGS
Carpets to Budget Amount (installation included) R400/m2(The Tenderer must allow for attendance and profit in hisrate if required)
1 On floors m2 486
TIMBER LAMINATE FLOOR COVERINGS
Laminated floor boards to Budget Amount (installationincluded) R400/m2 (The Tenderer must allow forattendance and profit in his rate if required)
2 On floors m2 64
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Item Quantity Rate AmountNo
SECTION 2
BILL 6
IRONMONGERY
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
Finishes to ironmongery
Where applicable finishes to ironmongery are indicated bysuffixes in accordance with the following list
BS Satin bronze lacqueredCP Chromium platedSC Satin chromium platedSE Silver enamelledGE Grey enamelledAS Anodised silverAB Anodised bronzeAG Anodised goldABL Anodised blackPB Polished brassPL Polished and lacqueredPT Epoxy coatedSD Sanded
Fixing
Descriptions of wall mounted and floor standing ironmongeryitems shall be deemed to include for fixing in position and allfixing accessories
Descriptions of proprietary items shall be deemed to includefixing in position and all fixing accessories as specified by themanufacturer
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CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group132
INSTALLATION OF IRONMONGERYPREVIOUSLY SET ASIDE
Signage
1 Information sign board, size approximately 1500 long x1500mm high suspended by two poles aproximately 1500mmbelow roof beam No 1
2 Illuminated sign board, size approximately 3000 long x 400mmhigh fixed to bulkhead No 12
3 Information sign board, size approximately 1200 long x 400mmhigh suspended by two poles aproximately 1500mm below roofbeam No 2
4 Information sign board, size approximately 600 long x 400mmhigh suspended by two poles aproximately 1500mm below roofbeam No 4
5 Information sign board, size approximately 600 long x 400mmhigh fixed to concrete No 4
Sundries
6 "VMG" digital free-standing advertising box approximately 900 x500 x 1500mm high No 1
7 Free-standing digital information screens on pillarsapproximately 800mm high No 8
8 Five-seater airport chairs No 58
9 Aluminium rubbish bins approximately 400mm diameter x700mm high No 9
10 Aluminium rubbish bins approximately 800mm long x 700mmhigh x 150mm deep No 2
11 Pot plants approximately 400mm diameter x 1600mm highoverall No 14
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SECTION 2
BILL 7
STRUCTURAL STEELWORK
SUPPLEMENTARY PREAMBLES
Items, materials or methods to be used specified by tradenames or catalogue numbers are only an indication of thequality required. Items, materials or other approved may beused with prior approval from the architect.
NOTES
1. All steel must be grade S355 JR to SABS 1431. Commercial Grade cold rolled sections to have a minimum yield stress of 225 MPa (Contractor to get confirmation from supplier in this regard).
2. All bolts and nuts to be grade 8.8 unless otherwise specified. Bolts shall be hot dip galvanised to BS763 and it must be possible to screw mate parts together by hand.
3. All fasteners must be supplied by the Contractor.
4. All welds shall be full penetration 6mm welds to SABS 044 and SABS 455, all round where possible, unless otherwise stated.
5. All construction and workshop details must be approved by the Engineer before fabrication is started.
6. Structural steelwork must be carried out according to SABS 1200H.
7. All bolts and nuts must have washers.
8. The contractor must ensure adequate structural stability of the structure for the full duration of erection. The contractor shall supply all temporary bracing and fixing mechanisms to achieve the above.
9. No holes to be formed or widened with the use of a cutting torch. The contractor must confirm all dimensions on site. Discrepancies to be reported to the engineer.
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10. Prices for all structural steelwork are to include for the following:
(a) preparation and submission of two complete sets of shop drawings to the Structural Engineers for approval,
(b) fabrication,
(c) cleaning down and sandblasting to SA 2,5 (SIS 05 5900 - 1967) with profile of between 40 and 70 micron,
(d) prime (within 3 hours of sandblasting) with "Plascon zinc phosphate primer (UC. 170) to dry film thickness of between 50 and 100 micron,
(e) delivery to site,
(f) storage, if necessary,
(g) hoisting and erection complete, including all holing, galvanised mild steel bolts, washers, packing pieces, bolting, welding, etc
11. Painting of structural steelwork after erection is elsewhere measured
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group134
HOT DIPPED GALVANISED STEEL, ERECTEDAND FIXED IN POSITION COMPLETE
COLUMNS AND BEAMS
Welded columns in single lengths with flat section base,tops, bearers and connection plates bolted to concrete andsteel
1 100 x 100 x 5mm Thick square hollow section column kg 2 880
2 50 x 50 x 5mm Thick square hollow section column kg 228
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Welded beams in single lengths with flat section bearerand connection plates bolted to columns
3 IPE 200 I-section beam kg 10 442
Cleats, brackets, etc
4 250 x 250 x 12mm Base- and topplates kg 294
PURLINS, GIRTS, BRACING, ETC
Purlins and girts welded to steel
5 100 x 50 x 20 x 2,5mm Lipped channel section purlins t 1.97
Bracing, bearers, cleats, etc. bolted to steel
6 50 x 50 x 5mm Angle section structural members t 0.16
Sundries
7 Steelwork in base plates , connector plates, cleats, etc.(Provisional) kg 2 168
BOLTS
Hot Dipped Galvanised bolts to trusses, etc.
8 M16 Hilti HIT-Z chemical anchor bolts 200mm long includingHILTI HY 200A epoxy No 224
9 M12 Diameter grade 8.8 bolts No 336
10 M10 Diameter grade 8.8 bolts No 1 360
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Item Quantity Rate AmountNo
SECTION 2
BILL 8
METALWORK
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
Descriptions
Descriptions of bolts shall be deemed to include nuts andwashers
Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washersand mortices in brickwork of concrete
Metalwork described as "holed for bolt(s)" shall be deemed toexclude the bolts unless otherwise described
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Aluminium doors, windows, shopfronts, etc
Doors, windows and shopfronts shall comply with AAMSAdesign criteria.
Glazing shall comply with SAGGA regulations. Glass thicknessshall comply with SAGGA regulations irrespective of thethickness shown on the Bills of Quantities, schedules ordrawings.
Doors and windows shall be supplied with protective tape andplastic and shall be removed only once surrounding tradeshave been completed.
The following certificates shall be provided prior tocommencement of work:
1. A copy of the relevant AAMSA Performance TestCertificate from the manufacturer/contractorsupplying the architectural aluminium product
2. A Certificate of Conformance confirming thatanodising or powder coating has been processed inaccordance with SANS 999 and SANS 1796respectively
3. A powder guarantee of not less than 15 years issuedby the powder manufacturer. The specific conditionscontained in this guarantee shall form part of thepowder coating process
4. A Certificate of Conformance confirming that theg l a z i n g has been installed in accordance with SANS0137, ensuring that safety glazing materials havebeen installed in the mandatory areas and that eachindividual pane of safety glazing materials have beenpermanently marked
5. A warranty from the manufacturer of the laminatedsafety glass and/or hermetically sealed glazing unitsguaranteeing the products against delamination andcolour degradation for a period of not less than fiveyears
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CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group136
SUNDRY GALVANISED STEELWORK
Architectural Aluminium Structural Canopy Louvre toStructural Steel Framework as per Engineer'sSpecifications
1 50 x 150mm Square hollow section frame bolted to steel m 244
2 50 x 50 x 3mm Thick square hollow section louvres welded m 620
3 100 x 50 x 8mm Thick bracket three times holed for 10mmdiameter bolts No 102
4 50 x 50 x 10mm Thick bracket welded and one times holed for5mm thick stainless steel cable (elsewhere) No 102
5 5mm Thick stainless steel suspension cable approximately1.2m long spliced, crimped and tensioned with stainless steelthimbles and nickel plated copper ferrules on both ends, tobrackets (elsewhere) including clear plastic sleeves andproofloaded test certificates No 102
6 M10 x 50mm Lindaptor Hexagonal Hollo bolt including 1mmthick rubber insulation No 95
7 M10 Rawl bolts No 3
Hot Dipped Galvanised and Painted 50 x 50 x 3mmExpanded Metal Louvres fixed to Hot Dipped Galvanisedlight steel structure as per Architect's specification
8 50 x 50 x 3mm Expanded metal welded m2 46
9 25 x 25 x 3mm Angle section fixed fixed to steel beams kg 200
Carried Forward R Metalwork
- 4 9 -
King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Brought Forward R
ALUMINIUM WINDOWS AND SHOP FRONTS
CPAP WORK GROUP 140
"Wispeco" series 340 powder coated charcoal aluminiumwindows complete with ironmongery, sub-frames, 6.4mmthick "Shatterproof" glass, fixed and sealed with anapproved silicon sealant
10 Shopfront size 825mm x 2425mm high overall consisting of6.4mm safety glass (W3) No 4
11 Shopfront size 863mm x 2425mm high overall consisting of6.4mm safety glass (W4) No 4
12 Shopfront size 3000mm x 2425mm high overall consisting of6.4mm safety glass (W5) No 4
13 Shopfront size 3700mm x 2425mm high overall consisting of6.4mm safety glass (W1) No 2
14 Shopfront size 3950mm x 2425mm high overall consisting of6.4mm safety glass (W2) No 2
15 Shopfront size 5875mm x 2425mm high overall consisting of6.4mm safety glass (W6) No 2
"Hilladam Vistafold" purpose made powder coatedaluminium sliding folding doors complete with sub-frames,doors, glass, glazing beads, ironmongery like hinges,sliding gear, tracks, locksets, pull handles and back plates,door stops, double action door closers, etc. includingfixing and sealing with an approved silicon sealant
16 Sliding and folding door of top-hung opening sections, overallopening size 3000mm x 2425mm (D01) No 8
17 Sliding and folding door of top-hung opening sections, overallopening size 3300mm x 2425mm (D03) No 2
18 Sliding and folding door of top-hung opening sections, overallopening size 3600mm x 2425mm (D05) No 2
19 Sliding and folding door of top-hung opening sections, overallopening size 4000mm x 2425mm (D04) No 2
Carried Forward R Metalwork
- 5 0 -
King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Brought Forward R
20 Sliding and folding door of top-hung opening sections, overallopening size 5000mm x 2425mm (D02) No 2
Carried to Summary R Metalwork
- 5 1 -
King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item Quantity Rate AmountNo
SECTION 2
BILL 9
PLASTERING
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
Smooth ruled plaster
Smooth ruled plaster shall be composed of one part cementand five parts course sand. Rates must include for forming10mm wide x 10mm deep square joints at 450mm centres
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group142
GROUT
Non-shrink grout between concrete and steel surfaces
1 30mm Thick on concrete m2 10
SCREEDS
Screeds on concrete
2 25mm Thick on floors and landings m2 1 355
Carried to Summary R Plastering
- 5 2 -
King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item Quantity Rate AmountNo
SECTION 2
BILL 10
TILING
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by ACSA
Fixing
Tiling shall be fixed with an approved tile adhesive to a plasterbacking and grouted with an aprroved anti-bacterial grouting.Plaster backing is measured elsewhere.
Descriptions
Unless described as "fixed with adhesive to plaster (plasterelsewhere)" or "fixed with adhesive to concrete floor or screed(power floating or screed elsewhere)" descriptions of tiling onbrick or concrete walls, columns, etc shall be deemed toinclude 1:4 cement plaster backing and descriptions of tiling onconcrete floors etc shall be deemed to include 1:3 plasterbedding
Prime cost
Prime cost for tiles is for the delivered tile price per squaremetre only. The contractor's rate must include for adhesive,jointing compound, sealer, waste, labour, profit, etc.
CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group144
Carried Forward R Tiling
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King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Brought Forward R
FLOOR TILING
300 x 600 x 10mm Thick "Union" UTB 1418 PSGH full bodyporcelain floor tiles with natural finish fixed with adhesiveon screed (elsewhere) and flush pointed with epoxywaterproof jointing compound
1 On floors and landings m2 557
2 200mm Wide on floors and landings laid to pattern m 175
3 Skirting of 150mm high cut tile m 25
Porcelain floor tiles Prime Cost R 300.00/m2 fixed withadhesive to concrete floor or screed (power floating orscreed elsewhere) and flush pointed with tinted waterproofjointing compound
4 On floors and landings m2 312
CORNER PROTECTORS, DIVIDING STRIPS, ETC
"Kirk Marketing"
5 14 x 8mm EDA Flat section aluminium dividing strips betweendifferent floor finishes m 212
6 Code AWTIR 712 100mm aluminium M-trim m 351
Carried to Summary R Tiling
- 5 4 -
King Shaka International Airport
ACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item
No.Quantity Rate Total
BILL 11
POWER & LIGHTING(Refer to Electrical Specification in Annexures)
COPPER PVC/SWA/PVC CABLES
Supply and installation of copper PVC/SWA/PVC/ECC
cables laid in ducts, trenches, horizontal racks or
vertical ducts. Rates shall include the supply and fixing
of supports with regard to installation of cables. Rates
shall include the PVC cable ties as required. All cables
are Copper PVC/SWA/PVC/ECC cables per SANS
1507.
Note that redundant cables long enough for new
supplies will be re-used if necessary. To be determined
on site by contractor, engineer and ACSA.
1 16sq mm 2-C PVC/SWA/PVC/ECC m 1900
2 10sq mm 4-C PVC/SWA/PVC/ECC m 3000
3 4sq mm 2-C PVC/SWA/PVC/ECC m 300
4 2.5sq mm 2-C PVC/SWA/PVC/ECC m 1500
Termination of copper PVC/SWA/PVC/ECC cables in
DB's and metering panel. Rates shall include the
supply and installation of glands, shrouds, lugs, nuts,
bolts and washers as required.
5 16sq mm 4-C PVC/SWA/PVC/ECC No 18
6 10sq mm 4-C PVC/SWA/PVC/ECC No 14
7 4sq mm 2-C PVC/SWA/PVC/ECC No 14
8 2.5sq mm 2-C PVC/SWA/PVC/ECC No 6
DISTRIBUTION BOARDS
Refer to Schematic for layout and equipment
requirements
Supply and Install Distribution boards complete with
doors, frames, sub-frames, chassis fixtures,
switchgear, terminations, bus-bars and wiring, labelling
and line diagrams as specified. Minimum 30-80%
spare space to be allowed in each DB. To match
existing tenant DB's
9Tenant Distribution board as per schematic: DB DR 1.1
- 2.5 No 8
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Electrical
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King Shaka International Airport
ACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item
No.Quantity Rate Total
Brought Forward R
Modification and additions to Emergency and Normal
existing Board. Modifications to include moving of
circuits, re-labelling, new cut-outs, bus wiring, copper
busbars, etc, including:
10
Supply and Install Elster A220 meter to be linked into
existing systems. To include Modbus convertor on each
meter and daisy chain connection to the existing
meters No 6
11Disconnect and re-connect Existing Elster meters for
relocated tenants No 10
Supply and install additional circuit breakers on existing
panel for new supplies. All circuit breakers to match the
existing Multi 9, 5kA range. To include all wiring to
circuit breaker from busbars and terminating outgoing
cables.
12 63A SP Circuit Breakers No 8
13 32A SP Circuit Breakers No 14
14 20A SP Circuit Breakers No 1
15 Earth Leakages DP 63A, 30ms Isolator type No 4
Modifications and additions to UPS existing Board
including:
16 10A SP Circuit Breakers No 7
CONDUITS & CONDUIT BOXES
Supply and installation of conduit and boxes as
specified for lighting, power and auxiliary outlets,
including couplings, bushes, locknuts, bending,
drawboxes and fixing,etc in accordance with metallic
conduit and accessories as per SANS 60614 and non
metallic conduit and accessories as per SANS 950
NON-METALLIC PVC CONDUIT
Surface mounted on dry wall or concrete slabs
17 20mm m 400
18 25mm m 50
19 50mm m 300
20 50mm bends No 55
Carried Forward R
Bill No. 11
Electrical
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King Shaka International Airport
ACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item
No.Quantity Rate Total
Brought Forward R
Pressed galvanized steel boxes
21100 x 100 x 50mm deep galvanised boxes secured in
dry wall partition No 24
22100 x 100 x 50mm deep PVC surface mounted boxes
complete with blank cover No 17
23100 x 50 x 50mm deep PVC surface mounted boxes
complete with blank cover No 17
24 Blank covers for data/telephone outlets in outlet box No 25
CIRCUIT WIRING, CABLING & OUTLET POINTS
PVC CONDUCTORS
Supply and drawn in of copper PVC insulated
conductors in conduit or trunking system in floor
or in roof space for lights, plugs and power points,
including connection to switches and equipment.
For Live, Neutral and Earth.
25 2,5 mm² (Live, Neutral and Earth) m 300
SWITCHED SOCKET OUTLETS
Supply, installation and connection of 16Amp
switched socket outlets in 100 x 100 x 50mm boxes
with white coloured cover plates
26 16 Amp 3 pin double - Normal No 17
27 16 Amp 3 pin double - Dedicated emergency-red No 8
28 16 Amp 3 pin double- UPS - Blue No 10
29 16 Amp 3 pin Blue plug tops No 20
ISOLATORS
Supply, installation and connection of isolator in
Polypropylene extension box
30 60 Amp 2 pole 230V complete with box No 7
TELEPHONE AND DATA OUTLETS
Supply install and terminate Category 7 Copper LAN
cables drawn in cable basket/ sleeve / conduit/
powerskirting/ trunking / pole. For network cabling
systems at 600Mhz.Cable terminations to be in RJ 45
Cat 7 as required.
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Electrical
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King Shaka International Airport
ACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item
No.Quantity Rate Total
Brought Forward R
31RJ45 data outlets in extension box. To include data
cable termination. No 26
32 Cat 7 data cable mounted on cable basket m 2000
CABLE TRAYS & BASKETS
Supply and installation of galvanized cable trays and
baskets to be installed in the positions as indicated on
the drawings including splices, off-sets, nuts, bolts,
bonding, earthing and mounting . The rate shall include
for the fixing of cable tray and basket in a horizontal
position against the wall by means of suitable
cantilever support arms and rawl bolts, or alternatively
by means of 41mm x 41mm trunking suspended in a
horizontal position from the soffit by means of M10mm
threaded metal rod hangers with anchor bolts at
intervals not exceeding 1000mm. NOTE: CABLE LADDER INSTALLED AT 6-10M
ABOVE FLOOR LEVEL IN CEILING SOFFIT.
PRICING TO BE FOR INSTALLATION USING
SCAFFOLD, SKY JACKS AS APPROVED BY ACSA.
Note that available space on existing cable trays /
baskets will be utilised and new cable trays / baskets
will not be installed if not required. To be determined on
site by contractor, engineer and ACSA.
33450mm cable tray complete with hanger supports at
1000mm apart. m 600
34300mm Cable basket complete with hanger supports at
1000mm apart m 1200
Elbow, bends, external dropper and internal risers
35 450mm cable tray bends,T's and droppers/risers No 20
36 300mm cable basket bends,T's ,droppers and risers No 40
ISOLATORS
Supply, installation and connection of isolator in
Polypropylene extension box
3730 Amp 2 pole 230V isolators complete with weather
proof slide box. No 7
Carried Forward R
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Electrical
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King Shaka International Airport
ACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item
No.Quantity Rate Total
Brought Forward R
GENERAL
Removal / relocation of existing equipment as per site
co-ordination
38 FIDS No 11
39 Illuminated screens No 4
40 Giant advertising screen(9xscreens) including server No 1
41 Wi-Fi Repeaters No 2
42 CCTV Cameras No 2
43
Make safe electrical supply at existing tenant
installations and remove all electrical DB's, outlets, etc
not removed by tenant. Rates to include removal and
delivery to ACSA stores at KSIA. Sum 1
44
Make safe electrical supply at DB-3 and remove all
supply 10mm and 16mm cables to redundant services /
DB's . Rates to include removal and delivery to ACSA
stores at KSIA. Sum 1
Note that redundant cables long enough for new
supplies will be re-used if necessary. To be determined
on site by contractor, engineer and ACSA.
TESTING, COMMISSIONING AND HANDOVER
(Refer to Electrical Specification in Annexures)
TESTING AND COMMISSIONING:
45Test and commission complete installation per SANS
10142-1 and as specified. Item 1
DOCUMENTATION
46 Submit As-built drawings to the Engineers satisfaction. Item 1
1 x full set "red line" drawings (hard copy)
47Submit Operation & Maintenance Manuals to the
Engineers satisfaction Item 1
3 x sets manufacturers and supplier schedules,
operation and maintenance manuals and drawings
(hard copy + CD)
48Issue Certificate of Compliance (CoC) in terms of
SANS 10142-1: Sum 1
- 1 for each Tenant Unit (8 off)
- 1 for DB-3 Modifications (Normal, Emergency and
UPS)
- 1 overall CoC
Carried to Summary R
Bill No. 11
Electrical
-59 -
AmountItemNo
Quantity Rate
Retail Renovations to Domestic Departures
ACSA KS15/02/RU
King Shaka International Airport
BILL NO. 12
MECHANICAL INSTALLATION
SECTION NO. 1
GENERAL ITEMS
1.00t
Allow for Structural steel work for the construction of supports and/or custom made support brackets, etc. to the approval of the Mechanical Engineer
1/1
Structural Steel work
ItemAllow for full compliance of all Health & Safety Requirements
1/2
Health & Safety Requirements as per the Occupational Health and Safety Act No. 85 of 1993 including all ammendments thereof
Item
Allow for the provision of 75mm diameter core holes through the existing concrete slab to accommodate the installation of service and/or sprinkler pipes (measured elsewhere), exact locations to be determined on site, all as per the details of the Mechanical Engineer.
1/3
Preparatory work
Item
Any additional preparatory work not listed, needed to ensure a fully functional system (Addendum required with full description and breakdown describing any costs herein)
1/4
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Section No. 1 GeneralBill No. 1
Carried to Summary R
AmountItemNo
Quantity Rate
Retail Renovations to Domestic Departures
ACSA KS15/02/RU
King Shaka International Airport
BILL NO. 12
MECHANICAL INSTALLATION
SECTION NO. 2
DUCTING & FITTINGS
FRESH AIR MAKE-UP DUCTING (SHOPS 1 & 2)
Galvanised Sheet metal low pressure ducting suspended in ceiling voids, including all supports, hangers, flanges, etc. all as per the detailed specification and drawings of the Mechanical Engineer.
5No
0.6mm Galvanised 45 Tee - Saddle size 275mm x 275mm x 200mm diameter
2/1
Fresh Air - Specialized Ducting Fittings:
7No
Galvanised Branch + Plate size 200mm diameter, 50mm long
2/2
2No
Galvanised Branch + Plate size 275mm diameter, 50mm long
2/3
7No
Galvanised Branch + Plate size 275mm diameter, 150mm long
2/4
5No
0.6mm Galvanised Reducer size 275mm to 200mm diameter, 300mm long
2/5
1No
0.6mm Galvanised Segment Bend size 200mm diameter, 393mm long
2/6
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Section No. 2 Ducting & FittingsBill No. 2
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ACSA KS15/02/RU
King Shaka International Airport
7No
0.6mm Galvanised Segment Bend size 275mm diameter, 452mm long
2/7
1No
0.6mm Galvanised Square to Round fitting size 200x300mm to 200mm diameter, 300mm long
2/8
1No
0.6mm Galvanised Square to Round fitting size 300x300mm to 275mm diameter, 250mm long
2/9
1No
0.6mm Galvanised Taper size 300x300mm x 200x300mm x 454mm long
2/10
1No
0.6mm Galvanised Taper size 350x350mm x 300x300mm x 450mm long
2/11
1No
0.6mm Galvanised Taper size 300x400mm x 300x300mm x 454mm long
2/12
1No
0.6mm Galvanised Taper size 400x350mm x 350x350mm x 451mm long
2/13
1No
0.6mm Galvanised Taper size 400x400mm x 300x400mm x 454mm long
2/14
1No
0.8mm Galvanised Taper size 500x400mm x 400x400mm x 454mm long
2/15
1No
0.8mm Galvanised Taper size 500x350mm x 400x350mm x 454mm long
2/16
1No
0.8mm Galvanised Taper size 500x500mm x 500x400mm x 454mm long
2/17
1No
0.8mm Galvanised Taper size 500x500mm x 600x600mm x 408mm long
2/18
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Section No. 2 Ducting & FittingsBill No. 2
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ACSA KS15/02/RU
King Shaka International Airport
1No
0.8mm Galvanised Taper size 500x350mm x 600x600mm x 429mm long
2/19
1No
1mm Galvanised Taper size 1600x550mm x 600x600mm x 807mm long
2/20
1No
1mm Galvanised Taper size 1850x550mm x 600x600mm x 900mm long
2/21
3m2
0.6mm Galvanised Rectangular Straight ducting size 200x300mm
2/22
Fresh Air - Straight Ducting:
15m2
0.6mm Galvanised Square Straight ducting size 300x300mm
2/23
7m2
0.6mm Galvanised Square Straight ducting size 350x350mm
2/24
4m2
0.6mm Galvanised Rectangular Straight ducting size 300x400mm
2/25
8m2
0.6mm Galvanised Rectangular Straight ducting size 400x350mm
2/26
8m2
0.6mm Galvanised Square Straight ducting size 400x400mm
2/27
2m2
0.8mm Galvanised Rectangular Straight ducting size 500x350mm
2/28
2m2
0.8mm Galvanised Square Straight ducting size 500x500mm
2/29
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Section No. 2 Ducting & FittingsBill No. 2
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King Shaka International Airport
14m2
0.8mm Galvanised Rectangular Straight ducting size 500x400mm
2/30
14m
0.6mm Galvanised 200mm diameter Straight Seamed Pipe2/31
Fresh Air - Round Ducting:
5m
0.6mm Galvanised 275mm diameter Straight Seamed Pipe2/32
12m
200mm diameter Flexible ducting2/33
Fresh Air - Un-insulated Flexible Ducting not exceeding 1500mm, semi rigid Aluminium or PVC impregnated heavy duty fabric, mechanically interlocked by a corrosion resistant metal spiral helix on the outside of the fabric, support shall be of sufficient and correct brackets that will ensure maintenance of shape. Excluding external insulation. All according to the detailed specification of the Mechanical Engineer and shall comply with local fire codes:
4m
275mm diameter Flexible ducting2/34
GENERAL SUPPLY AIR DUCTING (SHOPS 1 & 2)
Galvanised Sheet metal low pressure ducting, insulated, suspended in ceiling voids, including all supports, hangers, flanges, insulation, etc. all as per the detailed specification and drawings of the Mechanical Engineer.
1m2
0.8mm Galvanised Square Straight ducting size 700x700mm
2/35
Supply Air - Straight Ducting:
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Section No. 2 Ducting & FittingsBill No. 2
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King Shaka International Airport
GENERAL EXTRACT DUCTING (COFFEE SHOP)
Galvanised Sheet metal low pressure ducting suspended in ceiling voids, including all supports, hangers, flanges, etc. all as per the detailed specification and drawings of the Mechanical Engineer.
4No
0.6mm Galvanised Branch + Plate size 150mm diameter, 50mm long
2/36
Extract Air - Specialized Ducting Fittings:
1No0.6mm Galvanised Cap End size 300x300mm2/37
4No
0.8mm Galvanised Plenum Box (Top Entry) size 450x450mm, 150mm diameter, 200mm long
2/38
4No
0.5mm Galvanised Segment Bend size 150mm diameter, 177mm long
2/39
1No
0.6mm Galvanised Square to Round fitting size 300x300mm to 400mm diameter, 300mm long
2/40
1No
0.8mm Galvanised Square to Round fitting size 950x350mm to 400mm diameter, 600mm long
2/41
2m2
0.6mm Galvanised Square Straight ducting size 300x300mm
2/42
Extract Air - Straight Ducting:
4m
0.6mm Galvanised 150mm diameter Straight Seamed Pipe
2/43
Extract Air - Round Ducting:
-65-
Section No. 2 Ducting & FittingsBill No. 2
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King Shaka International Airport
2m
150mm diameter Flexible ducting2/44
Extract Air - Un-insulated Flexible Ducting not exceeding1500mm, semi rigid Aluminium or PVC impregnated heavy duty fabric, mechanically interlocked by a corrosion resistant metal spiral helix on the outside of the fabric, support shall be of sufficient and correct brackets that will ensure maintenance of shape. Excluding external insulation. All according to the detailed specification of the Mechanical Engineer and shall comply with local fire codes:
SUNDRIES
Item
Allow for the provision of all structural openings in walls for the ducting installation, including the supply of all Hardwood timber frames for all structural openings and the making good of these openings. All as per the drawings by the Mechanical Engineer.
2/45
Preparatory work:
Item
Allow for the preparation of up-to-date general arrangement drawings, shop drawings and/or any other required drawings, together with the O&M manuals, all to be submitted to the Mechanical Engineer for approval
2/46
AS-BUILT DRAWINGS, MANUALS, ETC.
Item
Allow for the testing and commissioning of the entire Ducting system, ensuring that it is fully functional upon completion of the project, all as per the requirements of the Mechanical Engineer
2/47
TESTING AND COMMISSIONING
Item
Allow for a 12 month Maintenance period of the entire Ducting system, as per the specification of the Mechanical Engineer
2/48
MAINTENANCE
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Section No. 2 Ducting & FittingsBill No. 2
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Item
Any additional equipment not listed above, needed to ensure a fully functional system (Addendum required with full description and breakdown describing any costs herein)
2/49
GENERAL
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Section No. 2 Ducting & FittingsBill No. 2
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AmountItemNo
Quantity Rate
Retail Renovations to Domestic Departures
ACSA KS15/02/RU
King Shaka International Airport
BILL NO. 12
MECHANICAL INSTALLATION
SECTION NO. 3
AIR CONDITIONING & VENTILATION
AIR DISTRIBUTION
Coffee Shop:
4No
Complete Disc Valve (extract air), Europair/Rickard/TROX or similar approved, size 200mm diameter, as per the specification of the Mechanical Engineer.
3/1
Disc Valves:
4No
Complete galvanised Extract Grille 4-way, with manual multi leaf damper, Europair/TROX WG-JZ or similar approved, size 450x450mm, as per the specification of the Mechanical Engineer.
3/2
Grilles:
1No
Complete heavy duty galvanised sheet steel Extract Air Weather Louvre with insect screen, TROX WG or similar approved, size 950 x 350mm, as per the specification of the Mechanical Engineer.
3/3
Weather Louvres:
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Section No. 3 Air Conditioning & VentilationBill No. 3
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King Shaka International Airport
Shops 1 & 2:
16No
Complete Disc Valve (fresh air), Europair/Rickard/TROX or similar approved, size 200mm diameter, as per the specification of the Mechanical Engineer.
3/4
Disc Valves:
7No
Complete Disc Valve (fresh air), Europair/Rickard/TROX or similar approved, size 250mm diameter, as per the specification of the Mechanical Engineer.
3/5
1No
Complete heavy duty galvanised sheet steel Supply Air Weather Louvre with insect screen, TROX WG or similar approved, size 1600 x 550mm, as per the specification of the Mechanical Engineer.
3/6
Weather Louvres:
1No
Complete heavy duty galvanised sheet steel Supply Air Weather Louvre with insect screen, TROX WG or similar approved, size 1850 x 550mm, as per the specification of the Mechanical Engineer.
3/7
DX FA FAN FILTER UNITS
FA FFU:
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 198 l/s
3/8
Shops 1 & 2:
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 322 l/s
3/9
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Section No. 3 Air Conditioning & VentilationBill No. 3
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1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 470 l/s
3/10
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 231 l/s
3/11
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 503 l/s
3/12
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 182 l/s
3/13
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 198 l/s
3/14
1No
Complete dedicated Centrif FA Fan Filter Unit, G3 Pleet 600x600mm filters, System Air or similar approved. All as per the specification of the Mechanical Engineer.Duty: Air volume - 437 l/s
3/15
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Section No. 3 Air Conditioning & VentilationBill No. 3
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FANS
1No
Complete IN-LINE Extract Fan, 400mm diameter, AXIAL or MIXVENT or similar approved. All as per the specification of the Mechanical Engineer.Duty: EA: 300 l/s
3/16
Coffee Shop:
ATTENUATORS
2No400mm diameter Sound Attenuator, 800mm long, as per the specification of the Mechanical Engineer
3/17
Coffee Shop:
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Section No. 3 Air Conditioning & VentilationBill No. 3
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SUNDRIES
Item
Allow for the preparation of up-to-date general arrangement drawings, shop drawings and/or any other required drawings, together with the O&M manuals, all to be submitted to the Mechanical Engineer for approval
3/18
AS-BUILT DRAWINGS, MANUALS, ETC.
Item
Allow for the testing and commissioning of the entire Air Conditioning & Ventilation System, ensuring that it is fully functional upon completion of the project, all as per the requirements of the Mechanical Engineer
3/19
TESTING AND COMMISSIONING
Item
Allow for a 12 month Maintenance period of the entire Air Conditioning & Ventilation system, as per the specification of the Mechanical Engineer
3/20
MAINTENANCE
Item
Any additional equipment not listed above, needed to ensure a fully functional system (Addendum required with full description and breakdown describing any costs herein)
3/21
GENERAL
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Quantity Rate
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BILL NO. 12
MECHANICAL INSTALLATION
SECTION NO. 4
HOT & COLD WATER INSTALLATION (COFFEE SHOP)
Please note that the water pipe sizes indicated on the drawings and in the Bill of Quantities will be used as minimum internal pipe sizes as per the specification of the Mechanical Engineer.
Cable trays will be used with Cross-Linked Polyethelene pipes and a hanger system with Multi-Layer PEX pipes as per the specification of the Mechanical Engineer.
EQUIPMENT
1No
50 Litre Under-counter Geyser (0.5kW) including all required valves and connections, with geyser brackets from supplier including outlet ball valve, as per the specification of the Mechanical Engineer.
4/1
Geysers
HOT WATER PIPING
20m22mm diameter HW Pipes 4/2
Class II copper pipes fixed to underside of existing concrete slab and connected to existing pipes. Including all other supports and accessories all as per the Mechanical Engineer's Specification
5m15mm diameter HW Pipes4/3
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Section No. 4 Hot & Cold Water InstallationBill No. 4
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INSULATION TO HOT WATER PIPES
20m15mm diameter HW Pipes 4/4
15mm Superlon Nitrile Butadiene Rubber Closed Cell Insulation or similar approved, including UV protected Cladding, to piping and fittings all as per the detailed specification of the Mechanical Engineer
VALVES, ETC.
2No22mm Isolating Ball Cock4/5
Valves to hot water pipes as per the Mechanical Engineer's Specification
1No15mm Isolating Ball Cock4/6
COLD WATER PIPING
20m22mm diameter CW Pipes 4/7
Class II copper pipes fixed to underside of existing concrete slab and connected to existing pipes. Including all other supports and accessories all as per the Mechanical Engineer's Specification
5m15mm diameter CW Pipes 4/8
VALVES, ETC.
1No22mm Isolating Ball Cock4/9
Valves to cold water pipes as per the Mechanical Engineer's Specification
Item
Allow for the preparation of up-to-date general arrangement drawings, shop drawings and/or any other required drawings, together with the O&M manuals, all to be submitted to the Mechanical Engineer for approval
4/10
AS-BUILT DRAWINGS, MANUALS, ETC.
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Section No. 4 Hot & Cold Water InstallationBill No. 4
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Item
Allow for the testing and commissioning of the entire Hot and Chilled Water systems, ensuring that it is fully functional upon completion of the project, all as per the requirements of the Mechanical Engineer
4/11
TESTING AND COMMISSIONING
Item
Allow for a 12 month Maintenance period of the entire Hot & Chilled Water system, as per the specification of the Mechanical Engineer
4/12
MAINTENANCE
Item
Any additional equipment not listed above, needed to ensure a fully functional system (Addendum required with full description and breakdown describing any costs herein)
4/13
GENERAL
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Section No. 4 Hot & Cold Water InstallationBill No. 4
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BILL NO. 12
MECHANICAL INSTALLATION
SECTION NO. 5
DRAINAGE INSTALLATION (PROVISIONAL)
SOIL AND WASTE DRAINAGE
20m
50mm Waste Pipes including all fittings, supports and fixing accessories to be fixed to the underside of the existing concrete slab
5/1
HDPE Welded drainage pipes:
2No50mm to 110mm Connection set5/2
Item
Allow for the preparation of up-to-date general arrangement drawings, shop drawings and/or any other required drawings, together with the O&M manuals, all to be submitted to the Mechanical Engineer for approval
5/3
AS-BUILT DRAWINGS, MANUALS, ETC.
Item
Allow for the testing and commissioning of the entire Drainage Installation, ensuring that it is fully functional upon completion of the project, all as per the requirements of the Mechanical Engineer
5/4
TESTING AND COMMISSIONING
Item
Allow for a 12 month Maintenance period of the entire Drainage system, as per the specification of the Mechanical Engineer
5/5
MAINTENANCE
Item
Any additional equipment not listed above, needed to ensure a fully functional system (Addendum required with full description and breakdown describing any costs herein)
5/6
GENERAL
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Section No. 5 Drainage InstallationBill No. 5
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BILL NO. 12
MECHANICAL INSTALLATION
SECTION NO. 6
FIRE PROTECTION INSTALLATION
SPRINKLER SYSTEM
79m25mm diameter pipes6/1
Galvanised Mild Steel piping, including all fittings, anchors, bolts, rods and all other supports necessary to fix piping to the underside of the existing concrete slab, as per the details of the Mechanical Engineer
58m32mm diameter pipes6/2
30m40mm diameter pipes6/3
36No
Installation of brass below ceiling type fire sprinklers, rating and positioned so that it is not obstructed by ducts and the like, with a 4m radius spray. All as per the specification of the Mechanical Engineer and strictly as per the required standards stated in SANS 10400.
6/4
Sprinklers
PORTABLE FIRE FIGHTING EQUIPMENT
8No
4.5kg DCP Fire Extinguisher including wall bracket plugged to brickwork or concrete, as per the specifications of the Mechanical Engineer
6/5
Fire extinguishers
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Section No. 6 Fire Protection InstallationBill No. 6
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SIGNAGE
Item
Allow for the installation of all required photoluminescent symbolic fire signage to indicate correct fire escape routes and fire fighting equipment, all as per the drawings and specification of the Mechanical Engineer
6/6
Fire signage
Item
Allow for the registration with ASIB and the provision of an ASIB certificate, certifying that the sprinkler installation is installed as per the required standards, as specified by the Mechanical Engineer.
6/7
SUNDRIES
Item
Allow for the preparation of up-to-date general arrangement drawings, shop drawings and/or any other required drawings, together with the O&M manuals, all to be submitted to the Mechanical Engineer for approval
6/8
AS-BUILT DRAWINGS, MANUALS, ETC.
Item
Allow for the testing and commissioning of the Fire Protection Installation, ensuring that it is fully functional upon completion of the project, all as per the requirements of the Mechanical Engineer
6/9
TESTING AND COMMISSIONING
Item
Allow for a 12 month Maintenance period of the entire system, as per the specification of the Mechanical Engineer
6/10
MAINTENANCE
Item
Any additional equipment not listed above, needed to ensure a fully functional system (Addendum required with full description and breakdown describing any costs herein)
6/11
GENERAL
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Section No. 6 Fire Protection InstallationBill No. 6
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PageNo
FINAL SUMMARY
BillNo
Amount
60Section No. 1 General1
BILL NO. 12 MECHANICAL INSTALLATION
67Section No. 2 Ducting & Fittings2
72Section No. 3 Air Conditioning & Ventilation3
75Section No. 4 Hot & Cold Water Installation4
76Section No. 5 Drainage Installation5
78Section No. 6 Fire Protection Installation6
RValue of Builder's work
RValue Added Tax (14%)
RTotal Contract Sum
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King Shaka International AirportACSA KS15/02/RU
Retail Renovations to Domestic Departures
Item Quantity Rate AmountNo
SECTION 2
BILL 13
PAINTWORK
PREAMBLES
For Preambles refer to "Standard Preambles to all trades -2008"
SUPPLEMENTARY PREAMBLES
Proprietary items or materials
Proprietary items or materials where specified are to be of thebrand specified - or other approved - by the ACSA
SABS Specifications
Matt or eggshell decorative paint for interior works : SABS 515
High gloss enamel paint : SABS 630 Grade I
Oil gloss enamel paint : SABS 631
Primers for wood for external work : SABS 678 Type I
Primers for wood for internal work : SABS 678 Type III
Zink chromate primers for steel : SABS 679 Type I
Undercoats for paints (except emulsion paint) : SABS 681 TypeI
Aluminium paint : SABS 682 Grade II
Roof paints : SABS 683 Type B
Structural steel paint : SABS 684 Type B
Wash primer (metal etch) : SABS 723
Varnish for interior use : SABS 887 Type I
Emulsion paints : SABS 1586
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CPAP WORK GROUP
Unless otherwise stated all items in this bill will be Work Group152
PAINTWORK, ETC TO NEW WORK
One coat "Plascon Merit" universal undercoat and twocoats "Wall & All" emulsion paint:
1 On internal walls m2 963
ON FIBRE CEMENT
One coat "Plascon Merit" universal undercoat and twocoats "Wall & All" emulsion paint:
2 On ceilings and bulkheads m2 371
ON GALVANISED STEEL
Scrub down with "Plascon Galvanised Iron Cleaner (GIC1)", one coat "Galvogrip Metal Primer (GIP1)", and twocoats "Plascon Super Universal Enamel" paint
3 On plates m2 10
4 On columns m2 87
5 On beams and rafters m2 373
6 On purlins, girts and bracing m2 239
7 On expanded metal grids m2 91
ON WOOD
Knot, stop, prepare and apply two coats timber undercoatand two coats "Plascon Polvin Enamel" paint
8 On doors m2 35
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PAINTWORK, ETC TO PREVIOUSLY PAINTEDWORK
ON FLOATED PLASTER SURFACES
Clean down, etc. and apply two coats "Plascon Wall & All"emulsion paint
9 On internal walls or concrete columns m2 17
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Item Quantity Rate AmountNo
SECTION 2
BILL 14
PROVISIONAL SUMS
NOMINATED OR SELECTED SUB-CONTRACTS
Separate tenders will be called for by the Employer (theemployer will consult the main contractor with regards toselected sub-contracts) for the services listed below and it willbe required from the Contractor to enter into NOMINATEDSUB-CONTRACTS OR SELECTED SUB-CONTRACT wihsuccessful Tenderers based on the NET tender sums.
Note:
All Provisional Sums are net.
PROFIT
Against the item "Profit", the Contractor must allow for whateverprofit, if any, he requires on the relevant provisional sum. Theprofit will be adjusted on the full amount payable to theNominated Sub-Contractor according to his sub-contract withthe Contractor.
ATTENDANCE
See Clause 9 of Preliminaries.
Attendance shall further be deemed to include that theContractor must allow for co-ordinating the work, co-operatingto the fullest extent with all parties concerned and for generalattendance on Nominated Sub-Contractors in the execution oftheir various services as further described below.
The amount allowed for attendance will remain fixed unless theScope of Work is altered in which event the amount allowed willbe adjusted according to the variation in Scope of Work, basedon the original allowance.
CONNECTION TO EXISTING SERVICES
1 Provide the sum of R 200 000.00 (Two Hundred ThousandRand) for connection to existing services complete Item
2 Profit Item
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3 Attendance Item
PROMOTION FLOOR AREA
4 Provide the sum of R 35 000.00 (Thirty-Five Thousand Rand)for raised promotion floor area size approximately 4000mmlong x 3500mm wide complete Item
5 Profit Item
6 Attendance Item
MOBILE KIOSKS
7 Provide the sum of R 700 000.00 (Seven Hundred ThousandRand) for four (4) mobile kiosk units complete Item
8 Profit Item
9 Attendance Item
WATER FEATURE
10 Provide the sum of R 100 000.00 (One Hundred ThousandRand) for water feature complete Item
11 Profit Item
12 Attendance Item
FLIGHT INFORMATION DISPLAY PYLONS
13 Provide the sum of R 50 000.00 (Fifty Thousand Rand) for flightinformation display pylons complete Item
14 Profit Item
15 Attendance Item
BUMPER RAILS
16 Provide the sum of R 20 000.00 (Twenty Thousand Rand) forbumper rails complete Item
17 Profit Item
18 Attendance Item
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SIGNAGE
19 Provide the sum of R 90 000.00 (Ninety Thousand Rand) forsignage complete Item
20 Profit Item
21 Attendance Item
SECURITY ACCESS PERMITS
22 Provide the sum of R 30 000.00 (Thirty Thousand Rand) forsecurity access permits complete Item
23 Attendance Item
Carried to Summary R Provisional Sums
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Item Quantity Rate AmountNo
SECTION 3
BILL NO. 15
TENANT INSTALLATIONS:
EXCLUSIVE BOOKS COFFEE SHOP
For preambles see "Model Preambles for Trades"
SUPPLEMENTARY PREAMBLES
The SUPPLEMENTARY PREAMBLES in the previous Bills andSections, apply equally to this Bill and Section
MASONRY
CPAP WORK GROUP 116
Brickwork of NFP bricks
1 Half brick walls m2 2
ROOF COVERINGS, ETC
CPAP WORK GROUP 125
"Safintra" 0.8mm thick "Saflok 700" concealed fixaluminium roof sheeting and accessories with "G4Colortech" finish on one side and protective primercoating on the reverse side fixed to steel purlins or railsspaced at 1340mm centres. All sheeting is to be clearlymarked on the reverse side at one-metre intervalsindicating thickness, material quality, coating thicknessand paint system.
2 Roof covering with pitch not exceeding 10 degrees m2 32
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CARPENTRY AND JOINERY
CPAP WORK GROUP 126
Sink cupboards, worktops, etc.
3 U-Shaped kitchen floor cupboard 9425mm girth extreme x600mm wide x 900mm high, with sides, bottom, divisions, oneshelf, back, doors and drawers with a "Rustenburg" granite top9425mm long x 600mm wide with bevelled edge including anopening to fit sink size 1100 x 500mm wide (sink elsewhere) No 1
4 L-Shaped kitchen floor & bar counter unit 6300mm girthextreme x 900mm wide overall, consisting of floor cupboardunit 450mm wide x 700mm high with raised bar counter 450mmwide x 1100mm high, with sides, bottom, divisions, one shelf,back, doors and drawers with "Rustenburg" granite tops to bothkitchen and bar counters 6300mm long x 450mm wide withbevelled edges No 1
5 Kitchen island floor cupboard unit 600mm wide x 900mm highand 2000mm long, with sides, bottom, divisions, one shelf,back and 4 doors with a "Rustenberg" granite top 2000mm longx 600mm wide with bevelled edge No 1
6 Bar stools to Tenant approval No 8
7 Tables size 1100mm long x 1100mm wide to Tenant approval No 9
8 Back rest chairs to Tenant approval No 36
CEILINGS
CPAP WORK GROUP 129
BULKHEADS
12.5mm Gypsum plasterboard with 63mm wide strips ofmesh scrim nailed over joints and the finished withgypsum skim plaster trowelled to a smooth polishedsurface to the thickness recommended by themanufacturer
9 Horizontal bulkheads 900mm wide x 846mm deep, includinggalvanised steel sub-frames m 15
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10 Extra over horizontal bulkheads for opening for light fittings(elsewhere) No 14
11 Extra over horizontal bulkheads for opening for fire sprinklerfittings (elsewhere) No 6
PARTITIONS ETC
CPAP WORK GROUP 138
"GypWall Firestop 51/F30S39" steel stud partitioningcomplete with 1 layer of 12.5mm thick "Gyproc Firestop"on both sides
12 Partitioning 350mm high with bottom and top tracks fixed tostructural steel framework m 8
13 Partitioning 3.50m high with bottom track plugged and top trackfixed to ceiling m 13
14 Extra over partition 3.50m high for vertical abutment No 8
STRUCTURAL STEELWORK
CPAP WORK GROUP 134
Welded columns in single lengths with flat section base,tops, bearers and connection plates bolted to concrete andsteel
15 100 x 100 x 5mm Thick square hollow section column kg 311
Welded beams in single lengths with flat section bearerand connection plates bolted to columns
16 IPE 200 I-section beam kg 941
Cleats, brackets, etc
17 250 x 250 x 12mm Base- and topplates kg 34
Purlins and girts welded to steel
18 100 x 50 x 20 x 2,5mm Lipped channel section purlins t 0.15
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Sundries
19 Steelwork in base plates , connector plates, cleats, etc.(Provisional) kg 60
Hot Dipped Galvanised bolts to trusses, etc.
20 M16 Hilti HIT-Z chemical anchor bolts 200mm long includingHILTI HY 200A epoxy No 24
21 M10 Diameter grade 8.8 bolts No 240
PLASTERING
CPAP WORK GROUP 142
Screeds on concrete
22 25mm Thick on floors and landings m2 56
Cement plaster (4:1 mix) 12mm thick steel-troweled onbrickwork to smooth finish
23 On walls m2 4
24 On narrow widths m2 0.3
TILING
CPAP WORK GROUP 144
Porcelain wall tiles Prime Cost R 300.00/m2 fixed withadhesive to concrete floor or screed (power floating orscreed elsewhere) and flush pointed with tinted waterproofjointing compound
25 On walls m2 10
Porcelain floor tiles Prime Cost R 300.00/m2 fixed withadhesive to concrete floor or screed (power floating orscreed elsewhere) and flush pointed with tinted waterproofjointing compound
26 On floors and landings m2 56
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PLUMBING AND DRAINAGE
CPAP WORK GROUP 148
Sanitary Fittings
27 Stainless steel double sink complete including waste union,trap, taps or mixer and stopvalves at a prime cost of R8,000.00 No 1
Electric Water Heaters
28 15 Litre "Stiebel Eltron" under counter wall mounted electricwater boiler, code SHC-15 including supply pipes, stopvalvesand electrical power point at a prime cost of R9,000.00 No 1
PAINTWORK
CPAP WORK GROUP 152
One coat "Plascon Merit" universal undercoat and twocoats "Wall & All" emulsion paint:
29 On internal walls m2 100
One coat "Plascon Merit" universal undercoat and twocoats "Wall & All" emulsion paint:
30 On ceilings and bulkheads m2 53
Scrub down with "Plascon Galvanised Iron Cleaner (GIC1)", one coat "Galvogrip Metal Primer (GIP1)", and twocoats "Plascon Super Universal Enamel" paint
31 On plates m2 1
32 On columns m2 9
33 On beams and rafters m2 34
34 On purlins, girts and bracing m2 17
SIGNAGE
35 Provide the sum of R10,0 000,00 (Ten Thousand Rand) forsignage complete Item
36 Profit Item
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37 Attendance Item
Carried to Summary R Tenant Installations: Exclusive Books Coffee Shop
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ACSA KS15/02/RU
Retail Renovations to Domestic Departures
FINAL SUMMARY
1 1 Preliminaries -31-
2 2 Alterations -36-
3 Roof Coverings -37-
4 Ceilings, Partitions & Access Flooring -40-
5 Floor Coverings, Plastic Linings, etc -41-
6 Ironmongery -43-
7 Structural Steelwork -46-
8 Metalwork -51-
9 Plastering -52-
10 Tiling -54-
11 Electrical Work -59-
12 Mechanical Work -79-
13 Paintwork -82-
14 Provisional Sums -85-
Sectional Summary R
3 15Tenant Installations: Exclusive Books Coffee Shop
-91-
Sub-Total R
CONTINGENCIES
Provide the sum of R100,000.00 (One Hundred
Thousand Rand) for contingencies to be used at the
discretion of the Architect and deducted in part or in
whole if not required. 100 000.00
Value Added Tax (VAT) R
Carried to Form of Tender R
Section
No.AmountBill No. Page No
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