revised pricing schedule 09-2019... · pc sum = prime cost sum prov sum = provisional sum . 11...

TRANSPORT PLANNING AND PROVISION

CONTRACT NUMBER: PT 09-2019

APPOINTMENT OF A CONTRACTOR FOR THE CONSTRUCTION OF A BUS DEPOT FOR THE CITY OF EKURHULENI IRPTN ON ERF 123, EHLANZENI,

TEMBISA.

REVISED PRICING SCHEDULE

NAME OF BIDDING ENTITY (FULL NAME, i.e. Ltd, Ltd, JV/CONSORTIUM, SOLE PROPRIETOR etc.) :

__________________________________________________________________________________________________

TELEPHONE NUMBER : _______________________________________________________________________

EMAIL ADDRESS : _______________________________________________________________________

FAX NUMBER : _______________________________________________________________________

1

ADVERTISE IN: PUBLISHING DATE: NOTICE/REF. NO:

SOWETAN FRIDAY, 01 MARCH 2019 PRN 29/2018

PLEASE NOTE:

ERRATUM

The City of Ekurhuleni (COE) wishes to advise that the following amendments should be noted, on CONTRACT NUMBER: PT 09-2019, previously advertised on FRIDAY, 01 FEBRUARY 2019.

APPOINTMENT OF A CONTRACTOR FOR THE CONSTRUCTION OF A BUS DEPOT FOR THE CITY OF EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA.

AMENDED BOQ:

The Pricing Schedule in the bid document has been revised and updated.

The revised Bid Document is now available for sale and can be downloaded at no charge from the CoE website.

THE CLOSING DATE OF THIS BIS HAS BEEN EXTENDED TO:

CLOSING DATE: WEDNESDAY, 20 MARCH 2019 at 10:00

BID BOX NUMBER: THREE (03)

Enquiries must be directed to Mr. Coy Dlamini at e-mail address [email protected]

The COE would like to apologise for any inconvenience caused.

DR. I. MASHAZI CITY MANAGER COE

2

mailto:[email protected]

C2.1 PRICING INSTRUCTIONS 1 The Joint Building Contracts Committee® NPC (JBCC®) the Contract Data, the Specifications (including the

Project Specifications), the Drawings, the Municipal Financial Management Act and the Supply Chain Management Regulations shall be read in conjunction with the Bill of Quantities.

2 The Bill comprises items covering the Contractor's profit and costs of general liabilities and of the construction of Temporary and Permanent Works.

Although the Bidder is at liberty to insert a rate of his own choosing for each item in the Bill, he should note the fact that the Contractor is entitled, under various circumstances, to payment for additional work carried out and that the Engineer is obliged to base his assessment of the rates to be paid for such additional work on the rates the Contractor inserted in the Bill.

Clause 8 of each Standardized Specification, and the measurement and payment clause of each Particular Specification, read together with the relevant clauses of the Project Specifications, all set out which ancillary or associated activities are included in the rates for the specified operations.

3 Descriptions in the Bill of Quantities are abbreviated and may differ from those in the Standardized and Project Specifications. No consideration will be given to any claim by the Contractor submitted on such a basis. The Bill has been drawn up generally in accordance with the latest issue of Standard System of Measuring Building work as issued by ASAQS1 as well as the SANS relevant documents. Should any requirement of the measurement and payment clause of the appropriate Standardized or Project Specification(s) be contrary to the terms of the Bill or, when relevant, to the above documents the requirement of the appropriate Standardized, Project, or Particular Specification as the case may be, shall prevail.

4 Unless stated to the contrary, items are measured net in accordance with the Drawings without any allowance having been made for waste.

5 The amounts and rates to be inserted in the Bill of Quantities shall be the full inclusive amounts to the Employer for the work described under the several items. Such amounts shall cover all the costs and expenses that may be required in and for the construction of the work described, and shall cover the costs of all general risks, profits, taxes (but excluding value-added tax), liabilities and obligations set forth or implied in the documents on which the Bid is based.

6 The quantities set out in the schedule of quantities are only approximate quantities. The quantities of work finally accepted and certified for payment, and not the quantities given in the schedule of quantities, will be used to determine payments to the contractor.

7 A price or rate is to be entered against each item in the Schedule of Quantities, whether the quantities are stated or not. An item against which no price is entered shall be considered to be covered by the other prices or rates in the Schedule.

.

The Bidder shall also fill in a rate against the items where the words "rate only" appear in the amount column. Although no work is foreseen under these items and no quantities are consequently given in the quantity column, the bidded rates shall apply should work under these items actually be required.

Should the Bidder group a number of items together and bid one sum for such group of items, the single bidded sum shall apply to that group of items and not to each individual item, or should he indicate against any item that full compensation for such item has been included in another item, the rate for the item included in another item shall be deemed to be nil.

The bidded rates, prices and sums shall, subject only to the provisions of the Conditions of Contract, remain valid irrespective of any change in the quantities during the execution of the Contract.

8 The quantities of work as measured and accepted and certified for payment in accordance with the Conditions of Contract, and not the quantities stated in the Bill of Quantities, will be used to determine payments to the Contractor. The validity of the Contract shall in no way be affected by differences between the quantities in the Bill of Quantities and the quantities certified for payment.

1 Association of South African Quantity Surveyors

3

Ordering of materials are not to be based on the Bill of Quantities, but only on information issued for construction purposes.

9 For the purposes of this Bill of Quantities, the following words shall have the meanings hereby assigned to them:

Unit : The unit of measurement for each item of work as defined in the Standardized, Project or Particular Specifications

Quantity : The number of units of work for each item Rate : The payment per unit of work at which the Bidder bids to do the work Amount : The quantity of an item multiplied by the bidded rate of the (same) item Sum : An amount bidded for an item, the extent of which is described in the Bill of Quantities,

the Specifications or elsewhere, but of which the quantity of work is not measured in units

10 The units of measurement indicated in the Bill of Quantities are metric units. The following abbreviations may appear in the Bill of Quantities:

mm = millimetre m = metre km = kilometre km-pass = kilometre-pass m² = square metre m²-pass = square metre-pass ha = hectare m³ = cubic metre m³-km = cubic metre-kilometre kW = kilowatt kN = kilonewton kg = kilogram t = ton (1 000 kg) % = per cent MN = meganewton MN-m = meganewton-metre PC Sum = Prime Cost Sum Prov Sum = Provisional Sum

11 PRELIMINARY, GENERAL AND SITE ESTABLISHMENT 11.1.1 Provision

Provision is made in the Bill of Quantities for lump sums to cover the Contractor's cost to supply, erect

commission, maintain and eventually demolish and remove site facilities, plant, tools and equipment, and

for the Contractor to comply with any other obligations of a preliminary and general nature in terms of the

contract.

12 DAY LABOUR, PLANT HIRE AND HAULAGE Tenderers must state their rates, in the relevant section of the Bill of Quantities, for day labour, plant hire and haulage. Plant hire and Day labour rates are to be shown as hourly rates for the various categories of labour set out in the Schedule. Separate rates shall be quoted for work outside normal working hours, "normal working hours" being taken as all weekdays from 07h00 to 17h00.

No work is to be carried out as a charge to day labour, plant hire or haulage without prior written authorisation of the Engineer, and claims for such activities will not be paid without such authorisation.

Rates must include for the use of Contractor's small tools and equipment and must be inclusive of Contractor's overheads and profit.

4

C2.2.1 PREAMBLE TO THE BILLS OF QUANTITIES C2.2.1.1 General

(a) The quantities set out in the schedule of quantities are for tender purposes only. The quantities of work finally accepted and certified for payment, and not the quantities given in the schedule of quantities, will be used to determine payments to the Contractor.

(b) The Bill comprises items covering the Contractor’s profit and costs of general liabilities and of the construction of temporary and permanent works.

(c) The Tenderer shall insert a rate of his own choosing for each item in the schedule and his attentions drawn to the fact that the Contractor has the right, under various circumstances to payment for additional works carried out and that the Engineer is obliged to base his assessment of the rates to be paid for such additional work on the rates inserted in the negotiated schedule by the Contractor.

(d) The relevant clauses of each standardised specifications and the measurement and payment clause of each particular specification, read together with the relevant clauses of the Project Specification set out what ancillary or associated activities are included in the rates for the operations specified.

(e) Descriptions in the Bills of Quantities are abbreviated and the schedule has been drawn up generally in accordance with the latest issue of accordance with the latest issue of Standard System of Measuring Building work as issued by ASAQS2 as well as the SANS relevant documents *. Should any requirement of the measurement and payment clause of the applicable standardised specification**, or the Project Specifications**, or the particular Specification(s)** conflict with the terms of the schedule or, when relevant, the above documents the requirement of the standardised, Project or Particular Specification, as applicable, shall prevail.

(f) Unless otherwise stated, items are measured net in accordance with the drawings, and no allowance has been made for waste.

(g) Except that they shall not include Value Added Tax (VAT) the prices and rates to be inserted in the Bills of Quantities are to be the full inclusive prices to the Council for the work described under the several items. Such prices shall cover all costs and expenses that may be required in and for the construction of the work described, and shall cover the cost of all general risks, liabilities, and obligations set forth or implied in the documents on which the tender is based.

(h) A price or rate is to be entered against each item in the Bills of Quantities, whether the quantities are stated or not. An item against which no price is entered shall be considered to be covered by the other prices or rates in the Schedule.

(i) The Tenderer must price each item in the Schedule of Quantities in BLACK INK. (j) The Standard System of Measuring Building work as issued by ASAQS3 as well as the SABS

1200 relevant document where applicable are used as the Standard system of measurement. _______________________________

Signature of person authorised to sign bid documents Name in block letters

Designation

2 Association of South African Quantity Surveyors 3 Association of South African Quantity Surveyors

5

CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI

Item Unit Quantity Rate AmountNo

SECTION NO. 1

BILL NO. 1

PRELIMINARIES

BUILDING AGREEMENT AND PRELIMINARIES

PRELIMINARIES

NOTES

i) The agreement is to be the JBCC Series 2000 PrincipalBuilding Agreement, Edition 4.1 and other contractdocuments that together form the contract between theemployer and contractor

ii) The preliminaries are to be the JBCC Series 2000Code 2103 Preliminaries prepared by the Joint BuildingContracts Committee, May 2005 edition and shall bedeemed to be incorporated herein

iii) Tenderers are referred to the abovementioneddocuments for the full intent and meaning of each clausethereof (hereinafter referred to by heading and clausenumber only) for which such allowance must be made asmay be considered necessary

iv) Where standard clauses or alternatives are not entirelyapplicable to this contract such modifications, correctionsor supplements as will apply are given under eachrelevant clause heading

v ) Where any item is not relevant to this specific contractsuch item is marked N/A (signifying "not applicable")

vi) If Alternative A as set out in clause B10.3 hereinafter isto be used for the adjustment of the preliminaries eachitem priced is to be allocated to one or more of the threecategories, where "F" denotes a fixed amount (amountnot to be varied), "V" denotes an amount variable inproportion to value and "T" denotes an amount inproportion to time

Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data

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SECTION A: PRINCIPAL BUILDING AGREEMENT

Definitions (A1)

A Definitions and interpretation (clause 1)

F:............................. V:............................ T:............................ Item

Objective and Preparation (A2 to A14)

B Offer acceptance and performance (clause 2)

F:............................. V:............................ T:............................ Item

C Documents (clause 3)

F:............................. V:............................ T:............................ Item

D Design responsibility (clause 4)

F:........................... V:.........................T:............................ Item

E Employer's agents (clause 5)

F:........................... V:........................ T:.......................... Item

F Site representative (clause 6)

F:........................... V:........................T:.......................... Item

G Compliance with regulations (clause 7)

F:........................... V:....................... T:.......................... Item

H Works risk (clause 8)

F:........................... V:......................... T:......................... Item

I Indemnities (clause 9)

F:............................. V:............................ T:............................ Item

J Works insurances (clause 10)

F:............................. V:............................ T:............................ Item


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A Liability insurances (clause 11)

F:............................. V:............................ T:............................ Item

B Effecting insurance (clause 12)

F:............................. V:............................ T:............................ Item

C NO CLAUSE N/A

D Security (clause 14)

F:............................. V:............................ T:............................ Item

Execution (A15-A23)

E Preparation for and execution of the works (clause 15)

F:............................. V:............................ T:............................ Item

F Access to the works (clause 16)

F:............................. V:............................ T:............................ Item

G Contract instructions (clause 17)

F:......................... V:............................ T:.......................... Item

H Setting out of the works (clause 18)

F:......................... V:............................ T:........................... Item

I Assignment (clause 19)

F:......................... V:............................ T:.......................... Item

J Nominated subcontractors (clause 20)

F:............................. V:............................ T:............................ Item

K Selected subcontractors (clause 21)

F:............................. V:............................ T:............................ Item


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A Employer's Direct Contractors (clause 22)

F:............................. V:............................ T:............................ Item

B Contractor's Domestic Sub-Contractors (Clause 23)

F:............................. V:............................ T:............................ Item

Completion (A24-A30)

C Practical completion (clause 24)

F:......................... V:............................ T:.......................... Item

D Works completion (clause 25)

F:......................... V:............................ T:............................ Item

E Final completion (clause 26)

F:......................... V:............................ T:.......................... Item

F Latent defects liability period (clause 27)

F:......................... V:.......................... T:......................... Item

G Sectional completion (clause 28)

F:......................... V:............................ T:......................... Item

H Revision of date of practical completion (clause 29)

F:......................... V:............................ T:.......................... Item

I Penalty for non-completion (clause 30)

F:......................... V:............................ T:.......................... Item

Payment (A31 - A35)

J Interim payment to the contractor (clause 31)

F:............................. V:............................ T:............................ Item

K Adjustment to the contract value (clause 32)

F:............................. V:............................ T:............................ Item


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A Recovery of expense and loss (clause 33)

F:............................. V:............................ T:............................ Item

B Final account and final payment (clause 34)

F:............................. V:............................ T:............................ Item

C Payment to other parties (clause 35)

F:............................. V:............................ T:............................ Item

Cancellation (A36-A39)

D Cancellation by employer - contractor's default (clause 36)

F:......................... V:............................ T:.......................... Item

E Cancellation by employer - loss and damage (clause 37)

F:......................... V:......................... T:............................ Item

F Cancellation by contractor - employer's default (clause 38)

F:......................... V:.......................... T:.......................... Item

G Cancellation - cessation of the works (clause 39)

F:......................... V:............................ T:.......................... Item

Dispute (A40)

H Dispute Settlement (clause 40)

F:......................... V:............................ T:............................ Item

Substitute Provisions (A41)

I State clauses (Clause 41)

F:......................... V:............................ T:.......................... Item

THE SCHEDULE

Information necessary for completion of those clauses containedin the schedule which are necessary for tender purposes is givenhereunder


- 5 -10


A Pre-tender information (clause 42)

F:......................... V:............................ T:............................ Item

42.1 CONTRACTING AND OTHER PARTIES

42.1.1 Employer: City of Ekurhuleni

Postal address: 6th Floor, Kempton Park CivicCentre, Cnr C.R Swart & Pretoria

Road, Kempton Park

Code: 1685

Telephone: 011 999 9900

42.1.2 Principal Agent:(5.1)

Physical address:

Code:

Telephone:

Fax:

42.1.3 Agent (1):(5.1)

Agent's service:

Physical Adress:

Code:

Telephone:

Fax:


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42.1.4 Agent (2):(5.1)

Agent's service:Physical address:

Code:

Telephone:

Fax:

42.1.5 Agent (3):(5.1)Agent's service:

Physical address:

Code:

Telephone:

Fax:

42.1.6 Agent (4):(5.1)

Agent's service:

Physical address:

Code:

Telephone:

Fax:


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42.2 CONTRACT DETAILS

42.2.1 Works Description:The construction of a bus depot for the

Ekurhuleni IRPTN on ERF 123, Ehlanzeni,Tembisa

42.2.2 Site Description:

The Site is situated at ERF 123 Ehlanzeni,Tembisa on 69 Nakuru Street

4 2 . 2 . 3 Work or installations by direct contractors: (To beadvised)

41.2.4 Specific options that are applicable to a State organ onlyWhere so:(1) Legislation applicable to the interest rate

In terms of section 80(1)(b) of the PublicFinance Management Act, 1999 (Act No.1 of1999) will apply

(2) Lateral support insurance will not be effectedby the contractor

(3) Payment will be made for material and goods

(4) Dispute resolution will not be by litigation

(5) Extended defect liability period applicable tothe following elements: N/A

4 2 . 2 . 5 Date on which possession of the site is intendedto be given: As per Contract Data

4 2 . 2 . 6 Period for the commencement of the works afterthe contractor takes possession of the site:

As per contract data


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4 2 . 2 . 7 For the works as a whole. Intended date ofpractical completion and the penalty per calendar day

Practical Completion: As stipulated in theContract dataPenalty Amount: As stipulated in the ContractData

42.2.8 For the works in sections: Intended date ofpractical completion and the penalty per calender day:N/A

42.2.9 The law applicable to this agreement shall be that ofThe Republic of South Africa

42.3 INSURANCES

4 2 . 3 . 1 Contract works insurance to be effected by: PrincipalContractor

4 2 . 3 . 2 Supplementary insurance is required: As per ContractData

42.3.3 Public liability insurance to be effected by:The Contractor

For the Sum of : R ...............

With a deductible of: R .................(As per Contract Data)

42.4 DOCUMENTS

4 2 . 4 . 1 Waivers of contractors lien or right of continuingpossession is required: Yes

42.4.2 Number of construction document copies to besupplied to the contractor free of charge:


4 2 . 4 . 3 Bills of Quantities/Lump sum documentschedule of rates drawn up in accordance with:

The Standard System of Measuring BuildingWork (7th Edition, 2015) for building works andapplicable SANS 1200 documents for Water,Sanitation, Roads and Stormwater


- 9 -14


4 2 . 4 . 4 On acceptance of the tender the bills ofquantities/lump sum document is to be submitted within:


4 2 . 4 . 5 JBCC Engineering General Conditions are to beincluded in the contract documents: No

4 2 . 4 . 6 The contract value is to be adjusted using escalationadjustment indices : Yes

4 2 . 4 . 7 Details of changes made to the provision of JBCCstandard documentation: As stipulated in the contractdata


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SECTION B: PRELIMINARIES

Definitions and interpretation (B1)

A Definition and interpretation (B1.1 - B1.4.6)

F:............................. V:............................ T:............................ Item

Documents (B2)

B Checking of documents (B2.1)

These provisional bills of quantities contain pages and annexuresas indexed on the flyleaf

The items in these bills of quantities are to be read and priced inconjunction with and the descriptions regarded as amplified by theModel Preambles for Trades as recommended and published bythe Association of South African Quantity Surveyors, 1999 editionas well as the applicable SANS 1200 documents as referenced inthe Bill of Quantities and no claim arising from brevity ofdescription of items fully described in the said documents will beentertained.F:............................. V:............................ T:............................ Item

C Provisional bills of quantities (B2.2)

F:............................. V:............................ T:............................ Item

D Availability of construction documentation (B2.3)

F:............................. V:............................ T:............................ Item

E Interests of agents (B2.4)

F:............................. V:............................ T:............................ Item

F Priced documents (B2.5)

F:............................. V:............................ T:............................ Item

G Tender submission (B2.6)

F:............................. V:............................ T:............................ Item


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The site (B3)

A Defined works area (B3.1)

F:............................. V:............................ T:............................ Item

B The area of the works to be occupied by the contractor, anyrestriction on the area and the limit of access or exit will bepointed out to the contractor by the principal agent on handingover of the site

F:............................. V:............................ T:............................ Item

C Geotechnical investigation (B3.2)

F:............................. V:............................ T:............................ Item

D Inspection of the site (B3.3)

F:............................. V:............................ T:............................ Item

E No claims for extras arising from the contractor having failed tocomply with this clause will be entertained

F:............................. V:............................ T:............................ Item

F Existing premises occupied (B3.4)

F:............................. V:............................ T:............................ Item

G Previous work - dimensional accuracy (B3.5)

F:............................. V:............................ T:............................ Item

H Previous work - defects (B3.6)

F:............................. V:............................ T:............................ Item

I Services - known (B3.7)

F:............................. V:............................ T:............................ Item


- 1 2 -17


A Services - unknown (B3.8)

F:............................. V:............................ T:............................ Item

B Protection of trees etc (B3.9)

F:............................. V:............................ T:............................ Item

C Articles of value (B3.10)

F:............................. V:............................ T:............................ Item

D Inspection of adjoining properties etc (B3.11)

F:............................. V:............................ T:............................ Item

Management of contract (B4)

E Management of the works (B4.1)

F:............................. V:............................ T:............................ Item

F Programme for the works (B4.2)

F:............................. V:............................ T:............................ Item

G Progress meetings (B4.3)

F:............................. V:............................ T:............................ Item

H Technical meetings (B4.4)

F:............................. V:............................ T:............................ Item

I Labour and Plant records (B4.5)

F:............................. V:............................ T:............................ Item


- 1 3 -18


Samples, Shop Drawings and Manufacturer'sInstructions (B5)

A Samples of materials (B5.1)

F:............................. V:............................ T:............................ Item

B Workmanship samples (B5.2)

F:............................. V:............................ T:............................ Item

C Shop drawings (B5.3)

F:............................. V:............................ T:............................ Item

D Compliance with Manufacturer's Instructions (B5.4)

F:............................. V:............................ T:............................ Item

Temporary works and plant (B6)

E Deposits and fees (B6.1)

F:............................. V:............................ T:............................ Item

F Enclosure of the works (B6.2)

F:............................. V:............................ T:............................ Item

G Advertising (B6.3)

F:............................. V:............................ T:............................ Item

H Plant, equipment, sheds and offices (B6.4)

F:............................. V:............................ T:............................ Item

I Main notice board (B6.5)

F:............................. V:............................ T:............................ Item


- 1 4 -19


A Subcontractors' notice board (B6.6)

F:............................. V:............................ T:............................ Item

Temporary services (B7)

B Location (B7.1)

F:............................. V:............................ T:............................ Item

C Water (B7.2)Option [A]

F:............................. V:............................ T:............................ Item

D Electricity (B7.3)Option [A]

F:............................. V:............................ T:............................ Item

E Telecommunication facilities (B7.4)

F:............................. V:............................ T:............................ Item

F Ablution facilities (B7.5)Option [A]

F:............................. V:............................ T:............................ Item

Prime cost amounts (B8)

G Responsibility for prime cost amounts (B8.1)

F:............................. V:............................ T:............................ Item

Attendance on N/S Subcontractors (B9)

H General attendance (B9.1)

F:............................. V:............................ T:............................ Item

I Special attendance (B9.2)

F:............................. V:............................ T:............................ Item


- 1 5 -20


A Commissioning - Fuel, water and power (B9.3)

F:............................. V:............................ T:............................ Item

Financial aspects (B10)

Statutory taxes, duties and levies (B10.1)

F:............................. V:............................ T:............................ Item

B Provision is made in the summary of these bills of quantities forthe inclusion of Value Added Tax (VAT)

F:............................. V:............................ T:............................ Item

C Payment of preliminaries (B10.2)Option [A] shall apply

F:............................. V:............................ T:............................ Item

D Adjustment of preliminaries (B10.3)

F:............................. V:............................ T:............................ Item

E Payment certificate cash flow (B10.4)

F:............................. V:............................ T:............................ Item

F Contractor information supply (B10.5)

F:............................. V:............................ T:............................ Item

General (B11)

G Protection of works (B11.1)

F:............................. V:............................ T:............................ Item

H Protection/isolation of existing/sectionally occupied works (B11.2)

F:............................. V:............................ T:............................ Item


- 1 6 -21


A Security of the Works (B11.3)

F:............................. V:............................ T:............................ Item

B Notice before covering work (B11.4)

F:............................. V:............................ T:............................ Item

C Disturbance (B11.5)

F:............................. V:............................ T:............................ Item

D Environmental Disturbance (B11.6)

F:............................. V:............................ T:............................ Item

E Works cleaning and clearing (B11.7)

F:............................. V:............................ T:............................ Item

F Vermin (B11.8)

F:............................. V:............................ T:............................ Item

G Overhand work (B11.9)

F:............................. V:............................ T:............................ Item

H Instruction manuals and guarantees (B11.10)

F:............................. V:............................ T:............................ Item

I As built information (B11.11)

F:............................. V:............................ T:............................ Item

J Tenant Installations (B11.12)

F:............................. V:............................ T:............................ Item

Schedule of variables (B12)

K Pre-tender information (B12.1)

F:............................. V:............................ T:............................ Item


- 1 7 -22


Information necessary for elections and completion of thoseclauses contained in the schedule which are necessary for tenderpurposes is given hereunder. Where no information is given itshall mean that either no details or specific requirements areavailable or that the clause is not relevant to this specific contract

12.1.1 Provisional bills of quantities (B2.2)The quantities are provisional

12.1.2 Availability of construction documentation (B2.3)Construction documentation is not complete

12.1.3 Interest of agents (B2.4)

N/A

12.1.4 Defined works area (B3.1)As per Architect's drawingsRestrictions will be pointed out on site handover

12.1.5 Geotechnical investigation (B3.2)

12.1.6 Existing premises occupied (B3.4)The existing building on site are currently vacant and will bedemolished.

12.1.7 Previous work - dimensional accuracy (B3.4)

12.1.8 Previous work - defects (B3.5)

12.1.9 Services - known (B3.7)

Contractor to locate existing services on site


- 1 8 -23


12.1.10 Protection of trees (B3.9)

12.1.11 Inspection of adjoining properties (B3.11)

12.1.12 Enclosure of the works (B6.2)The new construction works is to be enclosed for the protectionand safety of the people working on site as well as the adjacentbuildings which are in very close promixity to the works

12.1.13 Offices (B6.4.3)

12.1.14 Main notice board (B6.5)A notice board is required

12.1.15 Subcontractors notice board (B6.6)A notice board is not required

12.1.16 Water (B7.2)Alternative Selected: A

12.1.17 Electricity (B7.3)Alternative selected: A

12.1.18 Telecommunications (B7.4)

12.1.19 Ablution facilities (B7.5)Alternative selected: A

12.1.20 Protection of existing/sectionally occupied works(B11.2)

12.1.21 Special attendance (B9.2)


- 1 9 -24


12.1.22 Protection of the works (B11.1) : Required as may beneccesary

12.1.23 Disturbance (B11.5)

12.1.24 Environmental Disturbance (B11.6)

Post tender information (B12.2)

12.2.1 Payment of preliminariesAlternative selected: A

12.2.2 Adjustment of preliminariesAlternative selected: A

12.2.3 Additional agreed preliminaries items................................................................-

................................................................-

................................................................-


- 2 0 -25


SECTION C: SPECIFIC PRELIMINARIES

A C1. OCCUPATIONAL HEALTH AND SAFETY ACT

The contractor shall comply with all the requirements set out inthe Construction Regulations, 2003 issued under theOccupational Health and Safety Act, 1993 (Act No 85 of 1993).It is required of the contractor to thoroughly study the Health andSafety Specification that must be read together with and isdeemed to be incorporated under this Section of the bills ofquantities.The contractor must take note that compliance with theOccupational Health and Safety Act, Construction Regulationsand Health and Safety Specification is compulsory. In the event ofpartial or total non-compliance, the principal agent,notwithstanding the provisions of clause A31.0 of Section A or anyother clause to the contrary, reserves the right to delay issuingany progress payment certificate until the contractor providessatisfactory proof of compliance. The contractor shall not beentitled to any compensation of whatsoever nature, includinginterest, due to such delay of payment.Provision for pricing of the Occupational Health and Safety Act,Construction Regulations and Health and Safety Specification ismade under this clause and it is explicitly pointed out that allrequirements of the aforementioned are deemed to be pricedhereunder and no additional claims in this regard shall beentertained

Fixed:_______ Value related:______ Time related:__________

Total preliminaries:

Fixed.................................

Value related.............................

Time related.............................. Item

B C2.PROPRIETARY BRANDED PRODUCTSThe contractor shall take delivery of, handle, store, use applyand/or fix all proprietary branded products in strict accordancewith the manufacturers instruction after consultation with themanufacturer's authorised representative

F:............................. V:............................ T:............................ Item


- 2 1 -26


A C3. OVERTIME

Should overtime be required to be worked for any reasonwhatsoever, the costs of such overtime are to be borne by thecontractor unless the principal agent has specifically authorised inwriting, prior to the execution thereof, that costs for such overtimeare to be borne by the employer.

F:............................. V:............................ T:............................ Item

B C4. AS BUILT DRAWINGS

The position of construction breaks and the extent of individualconcrete pours are to be recorded by the contractor on thestructural engineer's drawings and are to be submitted to theprincipal agent and the structural engineer for their records.

F:............................. V:............................ T:............................ Item

C C5. SITE INSTRUCTIONS

Site instructions issued on site are to be recorded in triplicate in asite instruction book which is to be maintained on site by thecontractor

F:............................. V:............................ T:............................ Item

D C6. LABOUR RECORD

At the end of each week the contractor shall provide the principalagent with a written record, in schedule form, reflecting thenumber and description of tradesmen and labourers employed byhim and all subcontractors on the works each day.

F:............................. V:............................ T:............................ Item

E C7. PLANT RECORD

At the end of each week the contractor shall provide the principalagent with a written record, in schedule form, reflecting thenumber, type and capacity of all plant, excluding hand tools,currently used on the works.

F:............................. V:............................ T:............................ Item


- 2 2 -27


A C8. NON CESSION OF MONIES

The contractor shall not cede nor assign his rights or claims to anymonies due or to become due under this contract

F:............................. V:............................ T:............................ Item

MATERIALS AND WORKMANSHIP

Testing of windows to ensure watertightness

B As the windows are fixed they shall be glazed and prepared sothat each window can be tested for watertightness with watersprayed on by means of a 20 mm hosepipe using adequatepressure. If the pressure proves to be inadequate, in the opinionof the principal agent, then the pressure in the hosepipe shall beboosted by means of compressed air or other approved means.Each window section shall be tested under the supervision of theclerk of works and approved before final acceptance of thefenestration. Item

Guarantees

The contractor shall obtain written guarantees where called for,addressed to the employer, from the firms supplying the materialsor doing the work and deliver such guarantees to the principalagent.

The guarantees shall state that workmanship, materials andinstallation are guaranteed for a specified period reckoned fromthe date of practical completion of the works and that any defectsin the workmanship, materials and installation that may ariseduring that period shall be made good at the expense of the firmdoing the work upon written notice from the principal agent or theemployer to do so. Item


- 2 3 -28


FINANCIAL ASPECTS

Overtime

A The additional costs of overtime work shall be for the employer'saccount only when prior written agreement thereto is given by theprincipal agent. Item

GENERAL

Copyright

B The ownership of the copyright in and to: all drawings,specifications, models and documents of any nature delivered tothe contractor or produced by or on behalf of the contractor inconnection with the works; and, the artistic character and/orartistic design of the works, shall remain vested in and/or ishereby assigned to the employer by the contractor. Item


- 2 4 -29


Bill No. 1

Preliminaries

COLLECTION

Page AmountNo

Total Brought Forward from Page No. -1-

-2-

-3-

-4-

-5-

-6-

-7-

-8-

-9-

-10-

-11-

-12-

-13-

-14-

-15-

-16-

-17-

-18-

-19-

-20-

-21-

Carried Forward RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data

- 2 5 -30


Bill No. 1

Preliminaries

COLLECTION

Page AmountNo

Brought Forward R


-23-

-24-

Carried to Final Summary RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data

- 2 6 -31



SECTION NO. 2

BILL NO. 1

DEMOLITIONS

View site

Before submitting his tender the tenderer shall visit the site andsatisfy himself as to the nature and extent of the work to be doneand the value of the materials contained in the buildings orportions of the buildings to be demolished. No claim for anyvariations of the contract sum in respect of the nature and extentof the work or of inferior or damaged materials will be entertained

Explosives

No explosives whatsoever may be used for demolition purposesunless otherwise stated

General

Water supply pipes and other piping in ground that may beencountered and found necessary to disconnect or cut, shall beeffectually stopped off or grubbed up and removed, and any newconnections that may be necessary shall be made with properfittings to the satisfaction of the principal agent

Unless otherwise described all materials are to become theproperty of the contractor and are to be removed from the site

Asbestos removal

The Contractor must take note that there are a number ofstructures to be demolished that may contain asbestos and assuch pricing must include compliance with the relevant legislationfor dealing with, handling and disposing of asbestos in demolitions

Existing services

Special care is to be exercised not to interfere unnecessarily withany electrical or telephone installations or any other existingservices that may be met with and due notice is to be given to theProject Manager when any disconnections or removal of wires,fittings, etc., are necessary and the Contractor is to afford everyfacility to the electricians carrying out this works

Carried to Collection RSection No.2 - DemolitionsBill No. 1Part C2: Pricing Data

- 2 7 -32


Temporary coverings, screens, etc.

The Contractor will be held responsible for any damage toproperty or goods in the existing buildings due to his not havingtaken adequate precautions and all damage caused is to be madegood at his own expense. He must allow for providing allnecessary plastic or wood framed screens, partitions, tarpaulins,barriers, etc. to protect the work and prevent any nuisance fromdust as may be required or directed

Damage to persons or property

The Contractor will be held responsible for any damage topersons or property and for the safety of the structures and he isto allow for protecting and indemnifying persons using the existingbuildings from injury by virtue of the building operations, includingproviding necessary barriers, signs, etc

Setting out

All dimensions affecting work in the existing buildings are to betaken on the site and the Contractor will be responsible for takingthe correct sizes of all new work, these sizes given in this Bill areapproximate.

REMOVAL OF EXISTING WORK

Breaking up and removing

A 80mm Thick paving blocks m2 200

Breaking up and removing

B 100mm Thick concrete paving m2 23 400

C Asphalt paving m2 14 500

D Concrete kerbing m 247

E Brick table with a concrete top, overall 2.5m x 1.5 x 0.92m high No 1

F Brick bench 2.5m x 0.5 x 0.5m high No 2

Demolishing and removing

G Half brick boundary or yard walls 1.8m high m 499


- 2 8 -33


A Corrugated iron canopy fixed to structural steel work with roof areaof approximately 282m2 on plan and 6.3m high at eaves,comprising of concrete strip footings, unreinforced concretesurface beds (Refuelling bay) No 1

B Corrugated iron warehouse fixed to structural steel work with roofarea of approximately 956m2 on plan and 6.65m high at eaves,fixed to structural steel frame comprising of concrete strip footings,unreinforced concrete surface beds and corrugated iron cladding(Warehouse 1) No 1

C Corrugated iron warehouse fixed to strutural steel work with roofarea of approximately 337m2 on plan and 6.65m high at eaves,fixed to structural steel frame comprising of concrete strip footings,unreinforced concrete surface beds, internal brick wall andcorrugated iron cladding to be removed complete (Warehouse 2 ) No 1

D Corrugated iron warehouse fixed to structural steel work with roofarea of approximately 90m2 on plan and 3m high at eaves, fixedto structural steel frame comprising of concrete strip footings,unreinforced concrete surface beds and corrugated iron claddingto be removed complete (Warehouse 2 extension) No 1

E Single storey building with roof area of approximately 63m2 onplan and 4.6m high high at eaves, comprising of concrete stripfootings, unreinforced concrete surface beds and facebrickexternal and brick internal walls and no roof covering (Refuellingbay building) No 1

F Single storey prefabricated building with roof area ofapproximately 55m2 on plan and 3.50m at eaves comprising ofconcrete strip footings, unreinforced concrete surface beds,external and internal walls, corrugated roof sheet complete(Prefabricated building No.1) No 1

G Single storey prefabricated building with roof area ofapproximately 85m2 on plan and 3.50m high at eaves, comprisingof concrete strip footings, unreinforced concrete surface bedsexternal and internal walls, corrugated roof sheet complete(Prefabricated building No.2) No 1

H Single storey building with roof area of approximately 38m2 onplan and 2.8m high at eaves, comprising of concrete stripfootings, unreinforced concrete surface beds, brick external andinternal walls, corrugated roof sheet complete (Gatehouse) No 1


- 2 9 -34


A Single storey building comprising of kitchens and ablutions withroof area of approximately 225m2 on plan and 4.6m high at eaves,comprising of concrete strip footings, unreinforced concretesurface beds and brick external and internal walls, corrugated roofand ablutions complete (Ablution and Kitchen block) No 1

B Entrance canopy fixed to structural steel work with roof area ofapproximately 24m2 on plan and 6.50m at eaves comprising ofconcrete strip footings, unreinforced concrete surface beds,corrugated roof and steel gate complete No 1

Take out and remove asbestos items

C Allow a Provisional sum of R500 000 (Five hundred thousandrands only) for removal and disposal of asbestos items in strictaccordance to the asbestos regulations Item 500 000 00

D Profit on above Item

E Attendance on above Item

BUDGETARY ALLOWANCES

Fuel tanks

F Provide the amount of One million, Six Hundred Thousand Rand(R 1 600 000.00) for removal and decommisioning of existing fueltank, breaking up and removal of 150mm existing concrete slabcomplete, closing up hole with imported material and all othernecessary work complete Item 1 600 000 00

G Add for profit upon above if required Item

H Provide for general attendance on specialist as described Item

Removal of existing rubble

I Provide the amount of R 150 000.00 (One Hundred and FiftyThousand Rands) for the removal of existing rubble includingcarting away off site complete Item 150 000 00

J Add for profit upon above if required Item

K Provide for general attendance Item


- 3 0 -35


Bill No. 1

Demolitions

COLLECTION

Page AmountNo


-28-

-29-

-30-

Carried to Final Summary RSection No.2 - DemolitionsBill No. 1Part C2: Pricing Data

- 3 1 -36



BILL NO. 1

EARTHWORKS (PROVISIONAL)

PREAMBLES

The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles

SUPPLEMENTARY PREAMBLES

Nature of ground

The nature of the ground is assumed to be loose sandy material,therefore "earth", but possibly interspersed with "soft rock" or"hard rock"

Subterranean water

The water table is expected to vary between approximately 5mand 14m below natural ground level. The removal of subterraneanwater is given separately

Excavation for working space in rock

Notwithstanding clause 11 page 8 of the Standard System ofMeasuring Building Work, excavation for working space in rockwill be measured in cubic metres to the extent executed and givenas "extra over" bulk excavation or trench and hole excavation asthe case may be

Carting away of excavated material

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucks directlyfrom the excavations or, alternatively, from stock piles situated onthe building site

Filling

Notwithstanding the reference to prescribed multiple handling inclause 1 page 6 of the Standard System of Measuring BuildingWork, prices for filling and backfilling shall include for all selectionand any necessary multiple handling of material

Carried to Collection RSection No.3.1- Administration BuildingBill No. 1Part C2: Pricing Data

- 1 -37


Testing

Prices for filling are to include for all necessary density tests inaccordance with SABS 1200D

The following in workgroup 104

BULK EXCAVATION, FILLING, ETC

Open face excavation in earth over sloping site

A Open face excavation m3 1 782

EXCAVATION, FILLING, ETC

EXCAVATIONS, ETC

Excavation in earth not exceeding 2m deep

B Lift pits m3 18

C Reduced levels under floors m3 364

D Trenches m3 689

E Holes m3 60

Back excavation of vertical sides of excavations in earth forworking space including backfilling compacted to 95% ModAASHTO density

F Not exceeding 500mm deep for placing and removing formwork towalls etc, 200mm away from excavated face m2 222

G Exceeding 500mm and not exceeding 1500mm deep for placingand removing formwork to walls etc, 200mm away from excavatedface m2 1 060

Extra over trench and hole excavations in earth forexcavation in

H Soft rock m3 153

I Hard rock m3 289

Extra over all excavations for carting away

J Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 773


- 2 -38


Risk of collapse of excavations

A Sides of trench and hole excavations not exceeding 1,5m deep m2 2 629

Keeping excavations free of water

B Keeping excavations free of all water other than subterraneanwater Item

FILLING ETC

Earth filling obtained from the excavations and/or prescribedstock piles on site, compacted to 93% Mod AASHTOdensity

C Under floors, steps, pavings, etc m3 192

D Backfilling to trenches, holes, etc m3 69

Filling of natural gravel material G5 supplied by thecontractor, compacted to 95% Mod AASHTO density

E Under floors, steps, pavings, etc m3 891

Filling of natural gravel material, G6 supplied by thecontractor, compacted to 95% Mod AASHTO density

F Under floors, steps, pavings, etc m3 776


G Under floors, steps, pavings, etc m3 1 705

Coarse river sand filling supplied by the contractor

H Under floors etc m3 59

Compaction of surfaces

I Compaction of ground surface under floors etc including scarifyingfor a depth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 93% ModAASHTO density m2 2 409

SOIL POISONING


- 3 -39


Soil insecticide in accordance with SANS 5859

A Under floors etc including forming and poisoning shallow furrowsagainst foundation walls etc, filling in furrows and ramming m2 2 400

B To bottoms and sides of trenches etc m2 2 638

TESTS

Prescribed tests to determine degree of compaction or otherproperties of ground or filling

C "Modified AASHTO Density" test No 10

D "Natural California Bearing Ratio" test No 10

E "Field Density" test, including "Optimum Moisture Content" test(four readings per test) No 10


- 4 -40


Bill No. 1

Earthworks

COLLECTION

Page AmountNo


-2-

-3-

-4-

Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 1Part C2: Pricing Data

- 5 -41



BILL NO. 2

CONCRETE, FORMWORK AND REINFORCEMENT

PREAMBLES



Cost of tests

The costs of making, storing and testing of concrete test cubes asrequired under clause 7 "Tests" of SABS 1200 G shall include thecost of providing cube moulds necessary for the purpose, fortesting costs and for submitting reports on the tests to thearchitect. The testing shall be undertaken by an independent firmor institution nominated by the contractor to the approval of thearchitect. (Test cubes are measured separately)

Formwork

Description of formwork shall be deemed to include use and wasteonly (except where described as "left in" or "permanent"), for fittingtogether in the required forms, wedging, plumbing and fixing totrue angles and surfaces as necessary to ensure easy releaseduring stripping and for reconditioning as necessary before re-use

The vertical strutting shall be carried down to such construction asis sufficiently strong to afford the required support without damageand shall remain in position until the newly constructed work isable to support itself.


- 6 -42


UNREINFORCED CONCRETE


15MPa/19mm concrete

A Surface blinding under footings and bases m3 67

REINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES

35MPa/19mm concrete

B Surface beds cast in panels on waterproofing m3 280

C Bases m3 4

D Columns in foundations (Provisional) m3 8

E Ground beams m3 130

F Strip footings m3 143

G Ramps m3 85

H Pile caps m3 54

REINFORCED CONCRETE CAST ON/IN FORMWORK

30MPa/19mm concrete

I Slabs including beams and inverted beams m3 388

J Isolated beams m3 56

K Walls in foundations (Provisional) m3 104

L Walls m3 477

M Columns m3 44

N Steps, urinal steps, cupboard platforms, etc m3 54

O Stairs including landings, beams and inverted beams m3 4


- 7 -43


TEST BLOCKS

A Making and testing 150 x 150 x 150mm concrete strength testcube (Provisional) No 635

CONCRETE SUNDRIES

Stripping back head of concrete pile for a height notexceeding 1000mm to expose reinforcement includingtrimming to defined level and bending reinforcement asnecessary for casting into pile cap (pile cap elsewhere)

B 350mm Diameter pile No 51

C 450mm Diameter pile No 39

D 500mm Diameter pile No 7

E 600mm Diameter pile No 1

Finishing top surfaces of concrete smooth with a wood float

F Surface beds, slabs, etc m2 2 609

Finishing top surfaces of concrete smooth with a powerfloat

G Surface beds, slabs, etc m2 997

Finishing top surfaces of concrete to an evenly ribbednon-slip surface

H Surface beds, slabs, etc to falls m2 76

Casting in holding down bolts

I 16mm Diameter L-shaped anchor bolts approximately 750mmgirth (bolts elsewhere measured) No 28

J 20mm Diameter L-shaped anchor bolts approximately 750mmgirth (bolts elsewhere measured) No 248

Non-shrink grout

K Bedding approximately 25mm thick under 480 x 250mm baseplate No 62

L Bedding approximately 25mm thick under 425 x 250mm baseplate No 7


- 8 -44


Sleeves

A 50mm Diameter PVC sleeve not exceeding 250mm long cast intoconcrete No 7

B 50mm Diameter PVC sleeve exceeding 250mm and notexceeding 500mm long cast into concrete No 12

C 100mm Diameter PVC sleeve exceeding 250mm and notexceeding 500mm long cast into concrete No 16

Drilled holes (core-drilling)

D Drill 12mm diameter hole through reinforced concrete exceeding100mm and not exceeding 200mm thick or wide No 25

E Drill 100mm diameter hole through reinforced concrete exceeding200mm and not exceeding 300mm thick or wide No 19

F Drill 150mm diameter hole through reinforced concrete exceeding200mm and not exceeding 300mm thick or wide No 15

G Drill 200mm diameter hole through reinforced concrete exceeding200mm and not exceeding 300mm thick or wide No 16

H Drill 300mm diameter hole through reinforced concrete exceeding200mm and not exceeding 300mm thick or wide No 26

MOVEMENT JOINTS ETC

Expansion joints with 15mm softboard bitumen impregnatedsoftboard between vertical concrete and brick surfaces

I Not exceeding 300mm high to edges of surface beds m 2 484

Horizontal joggle construction joints through concreteincluding thick cement slurry to one face

J Surface beds not exceeding 300mmm thick m 15

K Slabs not exceeding 300mm thick m 15

2 layers 3 Ply Malthoid slip joints between horizontalconcrete and brick surfaces including 25mm thick smoothtrowelled cement mortar bed

L Not exceeding 300mm wide m 404


- 9 -45


Saw-cut joints

A 6 x 25mm Saw-cut joints in top of concrete m 188

FORMWORK


SMOOTH FORMWORK (DEGREE OF ACCURACY I)

Smooth formwork to sides

B Outer sides of inverted edge beams m2 39

C Inverted beams above concrete m2 128

D Beams m2 396

E Isolated wall beams m2 253

F One face of retaining walls (other face against excavatedsurfaces) m2 15

G Walls in foundations (Provisional) m2 884

H Walls in foundations circular to exceeding 1m radius (Provisional) m2 40

I Walls m2 3 624

J Walls circular to exceeding 1m radius m2 156

K Walls with total height exceeding 5.00m and not exceeding 6.50mabove bearing level m2 29

L Walls with total height exceeding 9.5m and not exceeding 11mabove bearing level, and sloping at the top m2 215

M Rectangular columns with total height exceeding 6.5m and notexceeding 8.0m above bearing level m2 226

N Rectangular columns with one side splayed vertically (trapezoidalShape), and with total height exceeding 6.5m and not exceeding8.0m above bearing level (Column Type X Per StructuralEngineer's Drawing No.PSPT38/2013/000/04/200/302 Revision AAttached) m2 57

O Inner face of shaft walls (shaft approximately 2.49m x 1.64minternally and total wall height exceeding 8m and not exceeding9.5m) m2 51


- 1 0 -46


A Outer face of walls flush with perimeter of concrete structure (totalwall height exceeding 8m and not exceeding 9.5m) m2 62

B Edges, risers, ends and reveals not exceeding 300mm high orwide m 1 234

C Sloping and stepped outer edges of stairs 300mm high extreme m 15

ROUGH FORMWORK (DEGREE OF ACCURACY II)

Rough formwork to sides

D Foundation beams (Provisional) m2 573

E Strip footings (Provisional) m2 447

F Pile caps (Provisional) m2 211

G Bases (Provisional) m2 6

H Retaining walls m2 90

Smooth formwork to soffits

I Slabs with sloping soffits m2 10

J Slabs not exceeding 250mm thick propped up exceeding 1.5mand not exceeding 3.5m high m2 15

K Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 3.5m and not exceeding 5.0m high m2 1 251

L Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 5m and not exceeding 6.5m high m2 10

M Wall beams over openings propped up exceeding 3.5m and notexceeding 5m high m2 96

N Slabs over shafts m2 6

O Isolated wall beams over openings propped up exceeding 3.5mand not exceeding 5m high m2 10

Isolated wall beams over openings propped up exceeding 6.5mand not exceeding 8m high m2 5

P Isolated wall beams over openings propped up exceeding 8m andnot exceeding 9.5m high m2 25

REINFORCEMENT (PROVISIONAL)


- 1 1 -47



Steel rod reinforcement to structural concrete work (Note:the following item has not been separated into variousdiameters and this principle will apply when remeasuring theitem)

A Various diameters of steel reinforcement t 215

Fabric reinforcement

B Type 245 fabric reinforcement in concrete surface beds, slabs, etc m2 1 212

C Type 395 fabric reinforcement in concrete surface beds, slabs, etc m2 1 188


- 1 2 -48


Bill No. 2

Concrete, Formwork and Reinforcement

COLLECTION

Page AmountNo


-7-

-8-

-9-

-10-

-11-

-12-


- 1 3 -49



BILL NO. 3

MASONRY

PREAMBLES



BRICKWORK

Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick

Hollow walls

Descriptions of hollow walls shall be deemed to include leavingevery fifth perpend of the bottom course of the external skin openas a weep hole

Bagged and sealed walls

Walls in two skins described as "bagged and sealed" shall bedeemed to include having the outer face of the inner skin baggedwith 1:6 cement and sand mixture and sealed with two coatsbitumen emulsion waterproofing coating

Face bricks

Bricks shall be ordered timeously to obtain uniformity in size andcolour

Pointing

Descriptions of recessed pointing to fair face brickwork and facebrickwork shall be deemed to include square recessed, hollowrecessed, weathered pointing, etc


- 1 4 -50


BRICKWORK


FOUNDATIONS (PROVISIONAL)

Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar

A Half brick linings tied to concrete m2 235

B Half brick linings tied to concrete, circular on plan m2 39

C One brick walls m2 170

2,5mm Brickwork reinforcement

D 75mm Wide reinforcement built in horizontally m 1 384

E 150mm Wide reinforcement built in horizontally m 1 994

BRICKWORK

SUPERSTRUCTURE


F Half brick walls m2 587

G Half brick linings tied to concrete m2 1 008

H Half brick linings tied to concrete, circular on plan m2 156

I One brick walls m2 1 691

J 280mm Hollow walls of two half brick skins including wire ties m2 1 263

K 280mm Hollow walls of two half brick skins including wire ties,c.o.p. m2 46

L 420mm Hollow walls of one half brick and one one brick skins m2 22

BRICKWORK SUNDRIES

M Splayed mortar fillets one course high in 50mm cavities m 1 374

N Splayed mortar fillets one course high in 75mm cavities m 6


- 1 5 -51


A Closing 50mm cavities of hollow walls vertically with brickwork halfbrick wide m 113

B Closing 75mm cavities of hollow walls vertically with brickwork halfbrick wide m 28

C Closing 50mm cavities of hollow walls horizontally with one courseof brickwork m 100

D Closing 75mm cavities of hollow walls horizontally with one courseof brickwork m 13

Fair face to brickwork of selected building bricks inhorizontal stretcher bond, pointed with recessed horizontaland vertical joints

E Extra over for fair face m2 1 438


F 75mm Wide reinforcement built in horizontally m 22 727

G 150mm Wide reinforcement built in horizontally m 10 038

Prestressed fabricated concrete lintels including necessarytemporary supports

H 110 x 75mm Lintels in lengths not exceeding 3m m 635

I 110 x 75mm Lintels in lengths exceeding 3m and not exceeding4,5m m 15

Turning pieces to lintels etc

J 110mm Wide turning pieces m 35

K 230mm Wide turning pieces m 484

Galvanised hoop iron cramps, ties, etc

L 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork (LI) No 171


- 1 6 -52


FACE BRICKWORK

Face bricks (PC amount R5500.00 per 1000) pointed withrecessed horizontal and vertical joints

A Extra over brickwork for face brickwork m2 1 309

B Half brick walls pointed on both sides m2 15

C One brick walls pointed on both sides m2 10

D Extra over brickwork for brick-on-edge header course lintels onecourse high, pointed on face and 110mm soffit m 463

E Fair raking cutting m 15

F Fair splay cutting m 20

Brick-on-edge header course copings, sills, etc of facebricks, pointed with flush joints on all exposed faces

G 220mm Wide sills set sloping and slightly projecting m 139

FIBRE-CEMENT WINDOW SILLS


Natural grey sills in single lengths bedded in class II mortarincluding metal fixing lugs etc

H 110 x 12mm Thick sills set flat and slightly projecting m 139

PAVING ETC

Paving of 50mm paving bricks on concrete, bedded andjointed in cement mortar and pointed with hollowed joints

I Paving in stretcher bond on 50mm thick mortar bed m2 764

J Paving in stretcher bond on average 50mm thick mortar bed tofalls m2 424

K Fair circular cutting m 7


- 1 7 -53


PRECAST CONCRETE COPINGS ETC

Precast concrete finished smooth on exposed surfacesincluding bedding, jointing and pointing

A 345 x 80mm Thick overall copings weathered on top to 60mmthick along both edges, with drip groove in bottom along bothedges m 194

B Extra over for fair returned stopped end block No 15

C Extra over for mitred angle block No 50


- 1 8 -54


Bill No. 3

Masonry

COLLECTION

Page AmountNo


-15-

-16-

-17-

-18-


- 1 9 -55



BILL NO. 4

WATERPROOFING

PREAMBLES



Waterproofing

Waterproofing of roofs, basements, etc shall be laid under a tenyear guarantee. Waterproofing to roofs shall be laid to even fallsto outlets etc with necessary ridges, hips and valleys. Descriptionsof sheet or membrane waterproofing shall be deemed to includeadditional labour to turn-ups and turn-downs


DAMPPROOFING OF WALLS AND FLOORS

One layer 250 micron green polyethylene waterproofsheeting (SANS 952-1985 type C) sealed at laps with PVCself-adhesive tape

A Under surface beds m2 2 400

One layer 375 micron embossed polyethylene dampproofcourse (SANS 952-1985 type B)

B In walls m2 840

Cementitious waterproofing system (suitable for tiling)comprising primer coat plasticised modified acrylic (PMA)(consisting of 5l PMA, 5 litres water and 16,5kg cement(32,5N), one layer pre-cut polypropylene fabric fullysaturated in PMA slurry and two full coats PMA slurry

C In walls m2 168

D On floors m2 19

WATERPROOFING TO ROOFS ETC


- 2 0 -56


Two coats "Cemcrete Permastop" or other equally approvedcementitious waterproofing slurry

A On lift shaft floors m2 9

B On lift shaft concrete walls m2 25

Two layers "Derbigum SP 4" or other equally approved fullybonded waterproofing including turn-ups, etc applied bywaterproofing specialist

C On floors to balconies and roofs m2 282

D Counter flashing strip exceeding 300mm girth and sealing edge tobrickwork or concrete m2 72

E Additional membrane at turn-ups including flashing strip 150mmgirth and sealing edge to brickwork or concrete m 72

F 30 x 30mm Triangular fillet m 72

G Additional membrane at rainwater outlet No 15

One layer "Derbigum CG 4" or other equally approved fullybonded waterproofing including turn-ups, etc applied bywaterproofing specialist

H Tanking to lift pit m2 45

Two coats "Flintkote Type 3" or other equally approvedbitumen emulsion waterproof coating

I On concrete walls, columns and beams m2 280

PROTECTIVE ROOFING PAINT

Three coats "Silvakote" or other equally approvedbituminous aluminium paint

J On waterproofing to roofs m2 9


- 2 1 -57


SEALING STRIPS, JOINT SEALANTS, ETC

Pre-compressed bitumen impregnated foam plastic jointsealing strips

A 10 x 15mm In expansion joints m 2 484

B 6 x 6mm In saw cut joints in floors m 188

C 10 x 10mm In expansion joints in walls m 32

D 10 x 10mm In expansion joints between walls and beams m 25

E 10 x 10mm In expansion joints between floors and beams m 34

"Sondor Cordex" or other equally approved high density(120kg/m3), cross linked, closed cell, expandedpolyethylene joint former, 25mm diameter sealant backingcord inserted into expansion joints

F In expansion joints between beams m 45

Approved silicone pointing

G Between aluminium frames and walls m 2 486

H Between metal frames and walls m 816

I Between sanitary fittings and walls m 240


- 2 2 -58


Bill No. 4

Waterproofing

COLLECTION

Page AmountNo


-21-

-22-


- 2 3 -59



BILL NO. 5

ROOF COVERINGS

PREAMBLES



PROFILED METAL SHEETING AND ACCESSORIES

0.53mm TCT in clean COLORBOND steel metallic coatingAZ150 and accessories, fixed to steel purlins at 1500mmcentres (Refer Architect spec G1)

A Roof covering with pitches not exceeding 25 degrees m2 1 679

B Side cladding m2 1 314

C Soffit cladding m2 84

D Extra over roof covering for 90 degree bullnose to 450mm radiusat eaves m 272

E Valley gutters 600mm girth m 14

F Cover flashings 500mm girth m 72

G Side wall flashings 500mm girth m 5

H Head wall flashings 450mm girth m 5

I Ridge cappings 650mm girth m 15

J Hip cappings 500mm girth m 6

K Gable trims 500mm girth m 62

L Narrow and broad flute closers 35mm girth m 59

SHEET METAL FLASHINGS, LININGS, COPINGS, ETC


- 2 4 -60


0,6mm Galvanised sheet steel

A Flashings m2 568

ROOF AND WALL INSULATION

Lambdaboard insulation

B 100mm Thick lambdaboard Insulation boarding in 1200mm widthswith longitudinal flap joints, laid over purlins (at approximately1500mm centres) and fixed concurrent with roof covering,including holes through boards etc m2 3 020


- 2 5 -61


Bill No. 5

Roof Coverings

COLLECTION

Page AmountNo


-25-


- 2 6 -62



BILL NO. 6

CARPENTRY AND JOINERY

PREAMBLES



Fixing

Items described as "nailed" shall be deemed to be fixed withhardened steel nails or pins, or to be shot-pinned, to brickwork orconcrete

Items described as "plugged" shall be deemed to include screwingto fibre, plastic or metal plugs at not exceeding 500mm centres,and where described as "bolted", the bolts have been givenelsewhere

Joinery

Descriptions of frames shall be deemed to include frames,transomes, rails, etc

Descriptions of hardwood joinery shall be deemed to includesinking and pelleting heads and nuts of bolts

Decorative thermosetting plastic laminate covering

Laminate covering shall be glued under pressure and edge stripsof same shall be butt jointed at junctions with adjacent similarfinish


- 2 7 -63



FLOORS AND SKIRTINGS

SKIRTINGS

Hardwood

A 150 x 19mm Skirtings including 19mm quadrant bead, plugged m 631

DOORS ETC

TIMBER DOORS, WINDOWS, ETC

Solid chipcore flush doors with 8mm hardwood edging, hungto steel frames

B 44mm Door 920 x 2850mm high, (D-003, D-027 and D-030) No 3

C 44mm Door 870 x 2850mm high, (D-009) No 1

D 44mm Door 856 x 2850mm high,(D-026 and D-034) No 2

E 44mm Door 856 x 2850mm high, (D-028 and D-033) No 2

F 44mm Door 600 x 2850mm high, (D-035) No 1

G 44mm Door 856 x 2125mm high, (D-040) No 1

H 44mm Door 856 x 2125mm high, (D-041) No 1

I 44mm Door 856 x 2125mm high, (D-042) No 1

J 44mm Door 856 x 2125mm high, (D-043) No 1

K 44mm Door 920 x 2390mm high, (D-108 and D-109) No 2

L 44mm Door 920 x 2390mm high, (D-110, D-115 and D-121) No 3

M 44mm Door 856 x 2390mm high, (D-113, D-123 and D-138) No 3

N 44mm Double door 1626 x 2850mm high, (D-005) No 1

O 44mm Double door 1800 x 2890mm high, (D-037) No 1

P 44mm Double door 1200 x 2890mm high, (D-038) No 1

Q 44mm Double door 1690 x 2390mm high, (D-103) No 1

R 44mm Double door 1690 x 2390mm high, (D-114 and D-117) No 2


- 2 8 -64


A 44mm Double door 1800 x 2390mm high, (D-135) No 1

B 44mm Double door 1200 x 2390mm high, (D-136) No 1

C 44mm Double door 1626 x 2850mm high, (D-004, D-022 andD-023) No 3

D 44mm Double door 1690 x 2040mm high, (D-008) No 1


- 2 9 -65


Bill No. 6

Carpentry and Joinery

COLLECTION

Page AmountNo


-28-

-29-


- 3 0 -66



BILL NO. 7

CEILINGS, PARTITIONS AND ACCESS FLOORING

PREAMBLES



Fixing



Ceilings

Unless otherwise described ceilings shall be deemed to behorizontal

Bulkheads

Bulkheads are defined as those portions of ceilings which arestepped down from the general ceiling level in a particular room orarea and which generally occur along the perimeter. Theirpurpose is either to conceal services or to create architecturalfeatures

Bulkheads have only been described as such where they conformto the above definition and where the horizontal or verticaldimensions do not exceed 900mm. Where these dimensions aremore than 900mm such portions of ceilings have been included inthe appropriate general items of ceilings

Unless otherwise described bulkheads shall be deemed to behorizontal along the length


- 3 1 -67


Steel components

All steel components for ceilings, partitions, etc are to begalvanised in accordance with SANS 121

SUSPENDED CEILINGS


Flush plastered gypsum plasterboard suspended ceilings

Ceilings shall comprise 9,5mm gypsum plasterboard boardsscrewed to and including screw-up suspension grid consisting ofmain tees at 1200mm centres and galvanised steel capped crosstees at 500mm centres and with tape fixed over joints and thewhole finished with gypsum plaster trowelled to a smooth polishedsurface

The grid shall be suspended by means of galvanised steelL-section hangers at suitable centres, securely shot-pinned orscrewed to concrete, steel or wood

Flush plastered gypsum plasterboard suspended bulkheads

Bulkheads shall comprise galvanised steel studding of 63,5mmtop and bottom tracks with vertical studs at maximum 400mmcentres, pop-riveted to the top and bottom tracks with similaradditional vertical studs as necessary at abutments, ends, etc andcovered as described with plasterboard screwed to studding withdrywall screws at maximum 300mm centres. Boards shall be buttjointed and finished with tape and jointing compound and thewhole finished with gypsum plaster trowelled to a smooth polishedsurface to the thickness recommended by the manufacturer

9,5mm Thick "Gyproc Gypceil Prestige J" or other equallyapproved rhinoboard suspended on screw-up teesuspension grid including hangers etc, with tape fixed overjoints and the whole finished with gypsum plaster trowelledto a smooth polished surface

A Ceilings suspended not exceeding 1m concrete soffits m2 155

B Ceilings suspended exceeding 1m not exceeding 2m below steelroof construction with and including "Donn QRC T37K" screw upceiling grid m2 111


- 3 2 -68


A Vertical portion of bulkheads 300mm high, suspended notexceeding 1m below concrete soffits m 33

B Vertical portion of bulkheads 300mm high, suspended exceeding1m and not exceeding 2m below steel roof construction with andincluding galvanised mild steel subframe consisting of 20 x 40mmchannels at 1200mm centres m 51

C Vertical portion of bulkheads 500mm high, suspended exceeding1m and not exceeding 2m below steel roof construction with andincluding galvanised mild steel subframe consisting of 20 x 40mmchannels at 1200mm centres m 26

D Vertical portion of bulkheads 600mm high, suspended notexceeding 1m below concrete soffits m 10

E Vertical portion of bulkheads 700mm high, suspended notexceeding 1m below concrete soffits m 37

F Vertical portion of bulkheads 1150mm high, suspended exceeding1m and not exceeding 2m below steel roof construction with andincluding galvanised mild steel subframe consisting of 20 x 40mmchannels at 1200mm centres m 28

G Horizontal portion of bulkheads 800mm wide, suspended notexceeding 1m below concrete soffits m 10

H Horizontal portion of bulkheads 1020mm wide, suspended notexceeding 1m below concrete soffits m 11

I Horizontal portion of bulkheads 800mm high, suspendedexceeding 1m and not exceeding 2m below steel roof constructionwith and including galvanised mild steel subframe consisting of 20x 40mm channels at 1200mm centres m 32

J Horizontal portion of bulkheads 1110mm high, suspendedexceeding 1m and not exceeding 2m below steel roof constructionwith and including galvanised mild steel subframe consisting of 20x 40mm channels at 1200mm centres m 15

K Extra over ceiling for 600 x 600mm trap door of 38 x 38mmwrought softwood rebated framing with one cross brander,covered with ceiling board and fitted flush in opening, includingnecessary trimmers around No 15

L Extra over ceilings for opening for 20mm diameter downlighter No 44


- 3 3 -69


"OWAcoustic Constellation Premium" or other equallyapproved mineral fibre ceiling panels with minimum NoiseReducing Coefficient of 0.65, size 1200 x 600 x 15mmlay-in, laid on "Donn QRC T37K" pre-painted exposed gridsystem including galvanised main tees, cross tees, etc., allsuspended at centres not exceeding 1 200mm on -modulewithin bulkhead surround, all strictly in accordance with themanufacturer's instructions

A Ceilings suspended not exceeding 1m below concrete soffits m2 536

B Ceilings suspended not exceeding 1m below steel roofconstruction with and including galvanised mild steel subframeconsisting of 20 x 40mm channels at 1200mm centres m2 24

C Ceilings suspended exceeding 1m not exceeding 2m below steelroof construction with and including galvanised mild steelsubframe consisting of 20 x 40mm channels at 1200mm centres m2 528

"Gyproc" cornices, perimeter trims, etc to suspendedceilings

D Type SM25 pre-painted recessed wall angles, plugged m 624

"Donn" cornices, perimeter trims, etc to suspended ceilings

E Plaster trim with 22mm recessed pre-painted shadowline cornicesfor flush plastered ceilings, plugged m 319

FIRE BARRIERS ABOVE CEILINGS

Fire barriers above ceilings with half-hour fire rating

F Barriers 700mm high between suspended ceiling and soffit ofconcrete slab m 54

G Extra over for vertical abutment No 4

H Extra over for L or T-intersection No 1

I Cutting and fitting around not exceeding 50mm external diameterpipe including sealing No 10

J Cutting and fitting around 400 x 300mm air conditioning ductincluding sealing No 2

TOILET CUBICLES


- 3 4 -70


"Vitraflex Classic Modular" toilet cubicles consisting of20mm thick partitions, doors and stiles of laminatedconstruction with outer skins of vitreous enamelled steelsheets bonded to wood particle board, all framed in naturalanodised aluminium channel section beading, top rails andfixing components and fitted with all necessary ironmongerycomprising standard indicating bolts, combined coat hooksand door stops, toilet roll holders and rubber buffers

A Partition 1800 x 1800mm high No 13

B Door 740 x 1800mm high No 15

C Full stile 540 x 1850mm high No 11

D End stile 150 x 1850mm high No 10

E Wall stile 115 x 1850mm high No 4

F Wall stile 790 x 1850mm high No 1

G Wall stile 970 x 1850mm high No 1


- 3 5 -71


Bill No. 7

Ceilings, Partitions and Access Flooring

COLLECTION

Page AmountNo


-32-

-33-

-34-

-35-


- 3 6 -72



BILL NO. 8

FLOOR COVERINGS, WALL LININGS, ETC

PREAMBLES



Fixing

Floor coverings, wall linings, etc shall, where applicable, be fixedwith adhesive as recommended by the manufacturers of theflooring, linings, etc


FLOOR COVERINGS

6.5mm "Albert Carpets" Interface Optimum RE SD type 6.6nylon tufted level loop carpet or other equally carpets fixedwith carpet adhesive strictly according to manufacturersspecifications

A On floors m2 1 227


- 3 7 -73



BILL NO. 9

IRONMONGERY

PREAMBLES



Proprietary items

Where applicable the manufacturers' names or product cataloguetitles are given in sub-headings preceding the items

Prices are to be based on the specific products/articles specified.If tenderers wish to offer alternative products/articles for certainitems, these items are to be clearly marked and the alternativespecification given with supporting brochures etc clarifying thefeatures of the products/articles offered

On request returnable samples are to be provided to the principalagent for consideration

Finishes to ironmongery

Where applicable finishes to ironmongery are indicated by suffixesin accordance with the following list:BS Satin bronze lacqueredCH Chromium platedSC Satin chromium platedSE Silver enamelledGE Grey enamelledAN Anodised naturalAS Anodised silverAB Anodised bronzeAG Anodised goldABL Anodised blackPB Polished brassPL Polished and lacqueredPT Epoxy coatedSD Sanded


HINGES, BOLTS, ETC


- 3 8 -74


Manufactured by "Howick" or equal approved

A 150 x 20mm Aluminium lever flush bolts for timber doors (Code:H400) No 10

Manufactured by "Dorma" or equal approved

B Natural anodised standard continuous hinge (Code: DCH-AL-S24) No 8

C Natural anodised standard continuous hinge (Code: DCH-AL-S30) No 13

D Stainless steel adjustable roller bolt (Code: DBC-SS-022) No 12

E Stainless steel WC indicator and turnknob for physically impaired(Code: DWC-006) Sets 4

F 160mm Stainless steel flush bolt (Code: DFB-SS-027) No 6

G 300mm Stainless steel flush bolt (Code: DFB-SS-028) No 6

H One point latch to active leaf two point (top and bottom) lockingbolt (Code: PHA3/L) Sets 3.0

I One point latch to active leaf two point (top and bottom) lockingbolt (Code: PHA3/WL 2000/2205 series) Sets 1.0

CATCHES, CABIN HOOKS, ETC

Manufactured by "Halstead" or other equal approved

J 150mm Satin chrome cabin hook (Code: 166) No 2

K 76mm Satin chrome cabin hook (Code: 166/76/SC) No 2

LOCKS


L 25mm Stainless steel Backset narrow stile deadlock (Code:D02725) No 3

M 35mm Backset narrow stile mortice cylinder sash lock (Code:D02635/35) No 4

N 35mm Backset cylinder deadlock (Code: D02735) No 4

O 35mm Backset narrow stile hook bolt lock(Code: D02935) No 8

P 43mm Nickel plated Euro profile single cylinder lock (Code:DSC054201) No 29


- 3 9 -75


A 65mm Nickel plated Euro profile knob cylider (Code: DKC056501) No 16

B 65mm Nickel plated Euro profile double cylinder (Code:DDC056501) No 6

C Stainless steel Euro profile cylinder sash lock case (Code: D036S) No 25

D Stainless steel Euro profile cylinder dead lock case (Code:D037D) No 7

E Nickel plated rebate conversion kit for Euro profile lock (Code:D038R) No 11

F Stainless steel Euro profile escutcheon (Code: DCE-002) No 7

G Stainless steel narrow stile cylinder escutcheons (Code DCE-105) No 10

H Stainless steel narrow stile cylinder escutcheons (Code DCE-105) Pairs 5

I Stainless bathroom/WC dead lock (Code: D032D) No 2

HANDLES


J 590 x 19mm Stainless steel flush pull handles (Code: DPH217) Pairs 19

K 82 x 44mm Stainless steel flush ring pull (Code: DRP-SS-023) No 19

L Stainless steel lever handle on rose with one 1 escutcheon (Code:CR002) Pairs 10.0

M Stainless steel lever handle on rose with escutcheons (Code:CR002) Pairs 15

N Stainless steel lever handles on narrow rose stile rose with narrowstile cylinder escutcheons (Code: TH126) Pairs 4.0


O 900 x 20mm Aluminium extension kit with bracket and screws(Code: H475) No 5

PUSH PLATES AND KICK PLATES

Stainless steel plates countersunk screwed along edges atnot exceeding 200mm centres

P 813 x 300 x 1.2mm Thick Stainless kick plate (Code: DKP-SS161) No 28


- 4 0 -76


A 806 x 300 x 1.2mm Thick Stainless kick plate (Code: DKP-SS161) No 2

B 856 x 300 x 1.2mm Thick Stainless kick plate (Code: DKP-SS161) No 32


- 4 1 -77


DOOR CLOSERS


A Variable spring strength regular arm door closer (Code: TS73V EN2-4) No 5

B Parallel arm door closer with HOLD OPEN function (push sidefitting) (Code: TS83 BC/EN2-6) Sets 6.0

C Parallel arm door closer (push side fitting) (Code: TS83BC/EN2-6) Sets 2

D Size 1 door coordinator (Code: SR392) for double doors widerthan 1600mm No 3

E Coordinated closer system for rebated doors (Non hold open)(Code: TS91B/EN3 GSR RF1) Sets 7.0

F Coordinated closer system for double doors (Hold open) (Code:TS93G GSR BG RF1) Sets 1.0

G Heavy duty slide channel door closer pull side fitting(Code:TS93B/EN5-7) No 1.0

SUNDRIES


H Satin chrome floor mounted door holder No 4


I Nickel plated floor stop, plugged (Code: DDS-NP-018) No 41

J Variable spring strength double action floor spring (Code:BTS75V/EN1-4) complete with 7510V stainless steel cover plate,7421 bottom strap and 8062 top centre, non hold open version Sets 2

K "BR2" Brackets No 6


- 4 2 -78


"Decramat Mat-lok Aluguard 10mm gage, closedconstruction, heel-proof, non-slip scaper mat, consisting ofrecycled tyre-rubber strips, inserted and fixed into modularaluminium scraper sections, together with recess frameAMF31/31 to be screeded in by contractor (screedelsewhere measured) as supplied by Decramat or otherequal approved. Walk-off mat well to receive excess waterdrainage point as per detail

A 1900 x 1300mm Mat No 2

B 1680 x 1300mm Mat No 1

C 2820 x 1300mm Mat No 1

LETTERS, NAMEPLATES, ETC


D 150 x 150 x 1.2mm Stainless steel plate engraved with malesymbol (Code: DSS130) No 4

E 150 x 150 x 1.2mm Stainless steel plate engraved with femalesymbol (Code: DSS131) No 4

F 150 x 150 x 1.2mm Stainless steel plate engraved with mobilityimpaired symbol (Code: DSS133) No 4

G 150 x 150 x 1.2mm Stainless steel plate engraved with electricalsymbol (Code: DSS136) No 3

BATHROOM FITTINGS

H 153 x 153 x 65mm Deep stainless steel toilet roll holder, plugged No 21

I 241 x 86 x 243mm Deep 0.8mm thick stainless steel recessedsoap dispenser, with 1 litre capacity, front push button andcylinder lock, plugged No 19

J "SHE" Packet Dispenser, plugged No 10

K "Steiner" Toilet seat wipe dispenser, plugged No 21

L "Steiner" Auto sanitiser dispenser, plugged No 33

M "Steiner" Air freshener dispenser, plugged No 12

N 355 x 168 x 460mm Deep 0.8mm thick stainless steel waste binwith a capacity of 23 litre, plugged No 11


- 4 3 -79


A 800mm Centre-to-centre x 80mm projection back rail flush valve(Code: DGR-SS-151) No 4

B 300 x 300 x 300mm Side grab rail offset (Code: DGR-SS-152) No 4

C "Franke CNTXBR 359912" 32mm stainless steel grab rail 750mmlong, plugged No 4

D "Franke CNTXPAR 359885" 32mm Stainless steel angle grab rail900mm girth, plugged No 4

E "Franke CNTX21 359880" 32mm Stainless steel angle grab rail830mm girth, plugged No 2

F "Franke CNTX600 359872" 32mm Stainless steel grab rail 600mmgirth, plugged No 2

G "Cobra 007-MSR/CP" Multi-shower sliding rail No 2


- 4 4 -80


Bill No. 9

Ironmongery

COLLECTION

Page AmountNo


-39-

-40-

-41-

-42-

-43-

-44-


- 4 5 -81



BILL NO. 10

STRUCTURAL STEELWORK

PREAMBLES



Descriptions

Descriptions of bolts shall be deemed to include nuts and washers

Descriptions of L-shaped and U-shaped anchor bolts shall bedeemed to include bending, threading, nuts and washers andembedding in concrete

Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washers andmortices in brickwork or concrete


STEEL COLUMNS AND BEAMS

Welded plate beams, with flat bearer and connection plates,bolted to steel

A IPE 200-section beams t 3.00

B 200x100x20x2.5mm CFLC beams t 12.00

C 203x133x25.1Kg/m I-section universal beams t 4.00

D 203x133x30Kg/m I-section universal beams t 1.00

E 152x89x16.1Kg/m I-section universal beams t 4.00

F 150x90x10x18.2Kg/m Angle section beams t 1.00

G 254x146x31.1Kg/m I-section universal beams t 8.00


- 4 6 -82


A 254x146x37Kg/m I-section universal beams t 2.00

B 305x165x46.1Kg/m I-section universal beams t 4.00

C 356x171x51Kg/m I-section universal beams t 16.00

D 356x171x67.1Kg/m I-section universal beams t 10.00

E 60x40x3mmx4.18kg/m Thick rectangular hollow section (FlowerTrellis) t 1.00

Welded columns in single lengths with flat base, cap, bearerand connection plates, bolted to concrete

F 305x165x41Kg/m I-section universal columns t 17.00

G 254x146x31.1Kg/m I-section universal columns t 3.00

H 305x165x46.1Kg/m I-section universal columns t 5.00

STEEL PURLINS, GIRTS, BRACING, ETC

Purlins and girts, bolted to steel

I 175x50x20x2.5mm CFLC purlins t 6.00

CONNECTIONS TO STEELWORK

J Connections to steelwork complete including bolts, base plates,connection plates, welding, etc t 19.00

PAINTWORK TO STEELWORK

Apply one coat syncromate primer in accordance with SABS679 1972, apply one coat multi purpose undercoat inaccordance with SABS 681 qnd apply tw0 coats alkyd baseenamel in accordance with SABS 630 (colour to Architectsapproval)

K On structural steelwork t 199.00

TESTS

Weld testing

L X-Ray test of 500mm long butt weld joint to 10mm thick web plate No 55


- 4 7 -83


Bill No. 10

Structural Steelwork

COLLECTION

Page AmountNo


-47-


- 4 8 -84



BILL NO. 11

METALWORK

PREAMBLES



Descriptions



Metalwork described as"holed for bolt(s)" shall be deemed toexclude the bolts unless otherwise described

Aluminium doors, windows, etc

Doors and windows shall comply with AAAMSA design criteria

Glazing shall comply with SAGGA regulations. Glass shall belaminated performance glass as shown on the windowschedules/drawings appended to these bills of quantities. Glassthickness shall comply with SAGGA regulations irrespective ofthicknesses shown on the schedules/drawings

Doors and windows shall be supplied with protective tape andplastic and shall be removed only once surrounding trades havebeen completed

For purpose made windows and doors, refer to drawings annexedto these bills of quantities


- 4 9 -85


The following certificates shall be provided prior tocommencement of site work:

1 A copy of the relevant AAAMSA PerformanceTest Certificate 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 1796 respectively

3 A powder guarantee of not less than 15 yearsissued by the powder manufacturer. Thespecific conditions contained in this guaranteeshall form part of the powder coating process

4 A Certificate of Conformance confirming thatglazing has been installed in accordance withSANS 0137, ensuring that safety glazing materials

have been installed in the mandatory areas and that eachindividual pane of safety glazing materials has beenpermanently marked

5 A warranty from the manufacturer of thelaminated safety glass and/or hermeticallysealed glazing units guaranteeing the productsagainst delamination and colour degredation for aperiod of not less than five years


GALVANISED STEEL GATES, SCREENS, ETC

A Purpose made gate 1295 x 2255mm high, (D - 031) No 1

B Purpose made gate 1345 x 2255mm high, (D - 032) No 1

PRESSED STEEL DOOR FRAMES

1,6mm Double rebated frames suitable for one brickwalls

C Frame for double door size 1626 x 2850mm high No 2

D Frame for transformer door size 1830 x 2400mm high No 1

E Frame for door size 2800 x 2850mm high No 1


- 5 0 -86


A Frame for door size 920 x 2850mm high No 8

B Frame for door size 1690 x 2850mm high No 1

C Frame for double door size 1690 x 2040mm high No 1

D Frame for door size 870 x 2850mm high No 1


F Frame for door size 3185 x 3170mm high No 1

G Frame for door size 1800 x 2850mm high No 3

H Frame for door size 1715 x 4910mm high No 1

I Frame for door size 600 x 2850mm high No 1

J Frame for door size 1200 x 2850mm high No 1

K Frame for door size 856 x 2125mm high No 4

L Frame for door size 920 x 2390mm high No 8

M Frame for door size 1690 x 2390mm high No 3

N Frame for door size 5000 x 2125mm high No 1

O Frame for door size 1800 x 2390mm high No 7

P Frame for door size 1700 x 2390mm high No 1

Q Frame for door size 6305 x 2390mm high No 1

R Frame for door size 3000 x 2390mm high No 8

S Frame for door size 3185 x 3170mm high No 1

T Frame for door size 6083 x 3390mm high No 1

U Frame for door size 1800 x 3040mm high No 1

V Frame for door size 1690 x 2850mm high No 2

W Frame for door size 1200 x 2390mm high No 1

ALUMINIUM WINDOWS, DOORS, ETC

NOTE: All tenderers are reffered to architects details and drawingsbased on these bills of quantities for tender purposes


- 5 1 -87


NOTE: Unless otherwise stated herein, all items in this bill shall bedeemed to fall into Work Group No 149 for contract priceadjustment purposes

----------------------------------------

OUTWARD OPENING ALUMINIUM CASEMENTWINDOWS

Natural anodised casement window units, complete withsubframes, external and internal window sills, ironmongery,solarvue laminated safety glass, sealing, etc and fixing tobrickwork or concrete, as per Architect's Window Schedules

A Purpose made window, 1340 x 4025mm high, ( W-001) No 1

B Purpose made window, 1800 x 600mm high, (W-002 and W-003) No 2

C Purpose made window, 900 x 1360mm high, (W-004) No 1

D Purpose made window, 3525 x 600mm high (W-005) No 1

E Purpose made window, 1840 x 3560mm high (W-006) No 1

F Purpose made window, 5180 x 600mm high (W-007) No 1

G Purpose made window, 3925 x 600mm high (W-008) No 1

H Purpose made window, 3700 x 2550mm high, (W-009) No 1

I Purpose made window, 2300 x 2550mm high, (W-010) No 1

J Purpose made window, 1840 x 3560mm high, (W-011) No 1

K Purpose made window, 3000 x 2125mm high, ( W-012 andW-049) No 2

L Purpose made casement, 540 x 2125mm high, (W-013) No 1

M Purpose made window, 1200 x 2874mm high, (W-014 and W-015) No 2

N Purpose made window, 2700 x 2125mm high, (W-016) No 1

O Purpose made window, 2915 x 2125mm high (W-017, W-021,W-023, W-025 and W-036) No 5

P Purpose made window, 3200 x 2125mm high, (W-018) No 1

Q Purpose made window, 2635 x 2125mm high, (W-019) No 1


- 5 2 -88


A Purpose made window, 2915 x 2125mm high, (W-020, W-022,W-024 and W-035) No 4

B Purpose made casement, 1030 x 2125mm high, (W-026) No 1


D Purpose made window, 4590 x 2125mm high, (W-028) No 1

E Purpose made window, 1800 x 2125mm high, (W-029 and W-031) No 2

F Purpose made window, 1800 x 2125mm high, (W-030) No 1

G Purpose made window, 3730 x 2125mm high, (W-032) No 1



J Purpose made window, 900 x 2125mm high, (W-037 and W-040) No 2

K Purpose made window, 2015 x 2125mm high, (W-038 and W-039) No 2

L Purpose made window, 2915 x 2125mm high, (W-041 and W-042) No 2

M Purpose made window, 1015 x 2125mm high, (W-043) No 1


O Purpose made window, 2700 x 1063mm high, (W-046) No 1


Q Purpose made casement, 1180 x 2850mm high, (W-048) No 1

R Purpose made window, 2915 x 900mm high, (W-050, W-051 andW-053) No 3

S Purpose made window, 3375 x 900mm high, (W-052 and W-057) No 2

T Purpose made window, 2915 x 900mm high, (W-054) No 1

U Purpose made window, 2240 x 900mm high, (W-055 and W-059) No 2

V Purpose made window, 2270 x 900mm high, (W-056) No 1

W Purpose made window, 1500 x 900mm high, (W-058) No 1

X Purpose made casement, 2630 x 900mm high, (W-060) No 1


- 5 3 -89


A Purpose made window, 3340 x 600mm high, (W-061) No 1

B Purpose made window, 2270 x 600mm high, (W-062) No 1


D Purpose made window, 2915 x 600mm high, (W-064, W-065,W-067, W-068 and W-069) No 5

E Purpose made window, 2915 x 600mm high, (W-066) No 1


G Purpose made window, 1340 x 2125mm high, (W-077) No 1


I Purpose made window, 3000 x 600mm high, (W-079, W-080,W-081, W-089 and W-090) No 5


K Purpose made window, 3165 x 600mm high, (W-083) No 1


M Purpose made window, 905 x 600mm high, (W-085 and W-086) No 2


O Purpose made window, 3080 x 600mm high, (W-088) No 1



R Purpose made window, 3150 x 1650mm high, (W-093 and W-094) No 2

S Purpose made window, 3650 x 1650mm high, (W-095) No 1

T Purpose made window, 2425 x 1650mm high, (W-096) No 1

U Purpose made window, 3300 x 1650mm high, (W-097 and W-099) No 2

V Purpose made casement), 1840 x 2390mm high, (W-098 No 1

W Purpose made window, 2700 x 1650mm high, (W-107) No 1

X Purpose made window, 3000 x 1650mm high, (W-108, W-110,W-112, W-121 and W-123) No 5


- 5 4 -90


A Purpose made window, 3000 x 1650mm high, (W-109, W-111,W-120 and W-122) No 4

B Purpose made window, 1590 x 1650mm high, (W-114) No 1


D Purpose made window, 1800 x 1650mm high, (W-116 and W-118) No 2

E Purpose made window, 1800 x 1650mm high, (W-117) No 1


G Purpose made window, 1100 x 1650mm high, (for W-124) No 1




K Purpose made casement, 8490 x 2550mm high, (W-071) No 1


M Purpose made casement, 2640 x 6930mm high, (W-073) No 1

N Purpose made casement, 3320 x 2850mm high, (W-074) No 1

O Purpose made casement, 780 x 2850mm high, (W-075) No 1

P Purpose made casement, 3620 x 2850mm high, (W-076) No 1


R Purpose made casement, 1200 x 3155mm high, (W-101 andW-104) No 2

S Purpose made casement, 3100 x 2210mm high, (W-102 andW-103) No 2

T Purpose made fixed pane, 3445 x 600mm high, (W-105 andW-106) No 2

U Purpose made casement, 1160 x 1650mm high, (W-113) No 1

V Purpose made fixed pane, 3690 x 2390mm high, (W-128) No 1

W Purpose made casement, 1800 x 2945mm high, (W-130) No 1


- 5 5 -91


A Purpose made casement, 6000 x 1200mm high, (W-131, W-132,W-133, W-134, W-135, W-136, W-137, W-138 and W-139) No 9

ALUMINIUM DOORS, ETC

Natural anodised sliding doors, complete with subframes,ironmongery, solarvue laminated safety glass, sealing, etcand fixing to brickwork or concrete, as pe Architect's DoorSchedules

B Purpose made single door size 920 x 2850mm high, (D-013) No 1

C Purpose made door size 2800 x 2850mm high, (D-002) No 1

D Purpose made door size 6000 x 2850mm high, (D-010) No 1

E Purpose made door size 1715 x 3900mm high, (D-029) No 1

F Purpose made door size 1690 x 2850mm high, (D-011 and D-014) No 2

G Purpose made sliding folding glazed door, size 3185 x 3170mmhigh, (D-015) No 1

H Purpose made sliding folding glazed door, size 3185 x 3170mmhigh, (D-039)

No 1

I Purpose made sliding folding glazed door, size 6305 x 2390mmhigh, (D-120)

No 1

J Purpose made sliding folding glazed door, size 6083 x 2390mmhigh, (D-122) No 1

K Purpose made sliding folding glazed door, size 3000 x 2390mmhigh, (D-124, D-126 and D-130)

No 3

L Purpose made sliding folding glazed door, size 3000 x 2390mmhigh, (D-125, D-127, D-128, D-129 and D-131)

No 5

M Purpose made double glazed door size 1690 x 2850mm high,(D-014) No 1

N Purpose made double glazed door size 1800 x 2850mm high,(D-016, D-017 and D-021) No 3

O Purpose made double glazed door size 5000 x 2125mm high,(D-107) No 1


- 5 6 -92


A Purpose made double glazed door size 1800 x 2390mm high,(D-111 and D-112) No 2

B Purpose made double glazed door size 1800 x 2390mm high,(D-119, D-132 and D-137) No 3

C Purpose made double glazed door size 1800 x 3040mm high,(D-133) No 1

ALUMINIUM LOUVRE UNITS

D Purpose made louvred unit, 400 x 400mm high No 1

E Purpose made louvred unit, 600 x 400mm high No 5

F Purpose made louvred unit, 800 x 400mm high No 4

G Purpose made louvred unit, 835 x 1063mm high, (W-045) No 1

H Purpose made louvred unit, 1150 x 600mm high, (W-126) No 1

I Purpose made louvred unit, 1700 x 500mm high No 1

PRESSED STEEL TRANSFORMER ROOM DOORS ANDFRAMES

J Transformer double door,size 1830 x 2400mm high, (for D-001) No 1


- 5 7 -93


ALUMINIUM FRAMED AND UNFRAMED SHOWERCUBICLE PANELS AND DOORS ETC

"Ergo System" or other equal approved, powder coated wallmounted modesty shower cubicle panels and doors withframes, sliding gear, pivot hinges, cleats, stops, etc and5mm toughened obscure safety glass, complete includingironmonery, plugged to tiled walls and sealed with siliconesealant as per Architect's specification

A Fixed panel 870 x 1850mm high No 1

B Fixed panel 950 x 1850mm high No 12

C Fixed panel 1050 x 1850mm high No 1

D Pivot door 900 x 1850mm high No 9

E Pivot door 950 x 1850mm high No 6


- 5 8 -94


Bill No. 11

Metalwork

COLLECTION

Page AmountNo


-50-

-51-

-52-

-53-

-54-

-55-

-56-

-57-

-58-


- 5 9 -95



BILL NO. 12

PLASTERING

PREAMBLES



GRANOLITHIC

Method

The method to be used shall be either the monolithic method orthe bonded method

Preparation

For granolithic applied monolithically, the concrete floor shall beswept clean after bleeding of the concrete has ceased and theslab has begun to stiffen; any remaining bleed water shall beremoved and the granolithic applied immediately thereafter. Forgranolithic to be bonded to the floor slab after it has hardened, theslab surface shall be hacked (preferably by mechanical means)until all laitance, dirt, oil, etc is dislodged and swept clean of allloose matter. The slab shall then be wetted and kept damp for atleast six hours before applying the granolithic

Mix

Granolithic shall attain a compressive strength of at least 41MPa.The coarse aggregate shall comply with SANS 1083 and shallgenerally be capable of passing a 10mm mesh sieve. Where thethickness of the granolithic exceeds 25mm, the size of the coarseaggregate shall be increased to the maximum size compatiblewith the thickness of the granolithic

Panels

Granolithic shall be laid in panels not exceeding formonolithic finishes, not exceeding for bonded finishes andnot exceeding for all external granolithic. Wherever possible,panels shall be square but at no time should the length of thepanel exceed 1,5 times its width


- 6 0 -96


Where possible joints between panels shall be positioned overjoints in the floor slab and shall be at least 3mm wide through thefull thickness of the finish, separated by strips of wood orfibreboard and finished with V-joints

Laying

Monolithic granolithic shall be applied to the partially set slab andthoroughly compacted and lightly wood floated to the requiredlevels

Bonded granolithic shall be applied to the slab after applying a 1:1sand-and-cement slurry brushed over the surface and allowed topartially set before applying the granolithic. The granolithic shallbe throughly compacted and lightly wood floated to the requiredlevels

After wood floating, the monolithic and bonded granolithic shallremain undisturbed until bleeding has ceased and the surface hasstiffened. Any remaining bleed water and laitance shall then beremoved and the surface steel trowelled or power floated

Curing, seasoning and protection

Granolithic shall be covered with clean hessian with waterproofbuilding foil over and kept wet for at least seven days after laying

Colour

Coloured granolithic shall be tinted with an approved colouringpigment mixed into a true and even colour


- 6 1 -97



SCREEDS

Screeds steel trowelled, on concrete

A 30mm Thick on floors and landings m2 859

B 50mm Thick on floors and landings m2 1 188

C Average 60mm thick on floors with upper surface to falls m2 6

D Average 60mm thick on floors with upper surface to falls andcurrents m2 376

GRANOLITHIC

Polished granolithic, on concrete

E 30mm Thick on floors and landings m2 71

F Skirtings 100mm high m 58

INTERNAL PLASTER

Cement plaster wood floated for tiles, on brickwork

G On walls m2 3 671

H On narrow widths m2 448

Cement plaster steel trowelled, on brickwork

I On walls m2 2 312

J On narrow widths m2 462

Cement plaster steel trowelled, on concrete

K On projecting and isolated columns m2 18

L On ceilings m2 650

M On projecting and isolated beams m2 418


- 6 2 -98


EXTERNAL PLASTER


A On walls m2 31

B On narrow widths m2 24


C On walls m2 2 839

D On projecting and isolated columns m2 263

E On projecting and isolated beams m2 585

SPECIALISED FLOOR COATINGS

"BASF Ucrete MF" polyurethane resin floor coating or otherequal approved, laid as per manufacturer's instructionsincluding SC Primer

F 6mm Thick on floors and landings m2 71

CORNER PROTECTORS, DIVIDING STRIPS, ETC

"Kirk Marketing" or other equal approved

G "M-Trim" Stainless steel square edge trim (Code: SQE120) m 264


- 6 3 -99


Bill No. 12

Plastering

COLLECTION

Page AmountNo


-61-

-62-

-63-


- 6 4 -100



BILL NO. 13

TILING

PREAMBLES



Fixing

Unless described as "fixed with adhesive to plaster (plasterelsewhere)" descriptions of tiling on brick or concrete walls,columns, etc shall be deemed to include 1:4 cement plasterbacking and descriptions of tiling on concrete floors etc shall bedeemed to include 1:3 plaster bedding

Tiling described as "fixed with adhesive on power floatedconcrete" shall be deemed to include for approved tiling key-coat

Ceramic, porcelain, marble and granite tiles are to be fixed andgrouted with suitable adhesives and grouts from a range ofproducts as recommended by the manufacturer of the tiles


WALL TILING

300 x 600 x 10mm "Grespania Meteor Blanco Relieve"anti-slip full bodied porcelain tiles or other equal approved,fixed with adhesive to plaster as per manufacture'srecommendations (plaster elsewhere measured)

A On walls m2 1 431


C Fair exposed cutting and fitting around pipe not exceeding 100mminternal diameter No 80

D Fair exposed cutting and fitting around pipe exceeding 100mmand not exceeding 150mm internal diameter No 42


- 6 5 -101


FLOOR TILING

600 x 600 x 9mm Evalution Tiling (Code: CE6GN.CA) FullBody Bush hammered Non-slip Porcelain floor tiles or otherequal approved, fixed with adhesive to screed (screedelsewhere) and flush pointed with waterproof grout

A On floors and landings m2 376

B On narrow widths not exceeding 300mm wide m2 11

C On risers 180mm high (of cut tiles 600mm) m 19

D On treads 300mm high (of cut tiles 600mm) m 19

E Skirting 150mm high (of cut tiles 600mm) m 83

F Skirting 150mm high of cut skirting tiles stepped over treads andrisers m 6

600 x 600 x 9mm Evaluation Tiling (Code: CE6GS.CA) FullBody matt Porcelain floor tiles or other equal approved, fixedwith adhesive to screed (screed elsewhere) and flushpointed with waterproof grout

G On floors and landings m2 547

H On narrow widths not exceeding 300mm wide m2 16

I On risers 180mm high (of cut tiles 600mm) m 17

J On treads 300mm high (of cut tiles 600mm) m 17

SUNDRIES

Stainless steel corner protectors, stair nosings, expansionjoint strips, etc

K "Kirk Marketing M-Trim" Type SSE100 edge trim or other equalapproved m 50

L "Migua Migutec" Type FV35/15 expansion joint profile withvflexible high quality elastomeric insert in "grey" colour m 1 824


- 6 6 -102


Bill No. 13

Tiling

COLLECTION

Page AmountNo


-66-


- 6 7 -103



BILL NO. 14

PLUMBING AND DRAINAGE

PREAMBLES




Wire gratings

Descriptions of gutter outlets etc shall be deemed to include wireballoon gratings

Stormwater channels

Descriptions of channels shall be deemed to include necessaryexcavation, surface preparation, compaction, etc, and disposal ofsurplus material on site

Stainless steel basins, sinks, wash troughs, urinals, etc

Stainless steel for economy basins, domestic sinks and worktopsshall be Type 430 (17/0)

Stainless steel for urinals, basins, quality sinks, wash troughs,institutional equipment, etc shall be Type 304 (18/8)

Stainless steel for laboratory sinks, photographic equipment, etcshall be Type 316 (18/8)

Units shall have standard aprons on all exposed edges and tilingkeys against walls where applicable

Sealing of edges

Outer edges of sinks, basins, baths, urinals, etc are to be sealedagainst adjacent surfaces with approved silicone


- 6 8 -104


uPVC pipes and fittings

Sewer and drainage pipes and fittings shall be jointed and sealedwith butyl rubber rings

Soil, waste and vent pipes and fittings shall be solvent weldjointed or sealed with butyl rubber rings

uPVC pressure pipes and fittings

Pipes of 50mm diameter and smaller shall be plain ended withsolvent welded uPVC loose sockets and fittings

Pipes of 63mm diameter and greater shall have sockets andspigots with push-in type integral rubber ring joints. Bends shallbe uPVC and all other fittings shall be cast iron, all with similarpush-in type joints

High density polyethylene (HDPe) pipes and fittings

Pipes shall be type IV and of the class specified with "Plasson" or"Alprene" compression fittings

"Polycop" polypropylene pipes

Polypropylene pipes 54mm diameter and smaller shall beseamless copper coloured Class 16 pipes jointed with "Fast-fuse"heat welded thermoplastic or where so described "Polylock"compression fittings

Pipes shall be firmly fixed to walls, etc with coloured nylon snap-inpipe clips with provision for accommodating thermal movementand jointed and fixed strictly in accordance with the manufacturer'sinstructions

Copper pipes

Pipes shall be hard drawn and half-hard "Maksal" pipes of theclass described. Class 0 (thin walled hard drawn) pipes shall notbe bent. Class 1 (thin walled half-hard), Class 2 (half-hard) andClass 3 (heavy walled half-hard) pipes shall only be bent withbenders with inner and outer formers. Fittings to copper waste,vent and anti-syphon pipes, capillary solder fittings andcompression fittings shall be "Cobra Watertech" type. Capillarysolder fittings shall comply with ISO 2016


- 6 9 -105


Copper pipes are to be installed in accordance with the latestrevision of the Code of Practice for Copper Plumbing solderingtechniques. Flux, solder, etc to be strictly in accordance with themanufacturer's requirements with special attention to copper fluxcomposition

Reducing fittings

Where fittings have reducing ends or branches they are describedas "reducing" and only the largest end or branch size is given.Should the contractor wish to use other fittings and bushes orreducers he may do so on the understanding that no claim in thisregard will be entertained

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shall bedeemed to include fixing to walls, etc, casting in, building in orsuspending not exceeding 1m below suspension level

Paper wrapping to pipes

Pipes chased into brickwork must be wrapped with two layers ofstout brown paper tied with wire. Rates are to include forwrapping around joints and fittings

Disinfection of water pipework

Water pipework is to be disinfected at completion in accordancewith SABS 1200L (provision for disinfection elsewhere)

"Densyl" petrolatum anti-corrosion tape as manufactured byDenso SA (Pty) Ltd.

Pipes to be taped shall be coated with the appropriate primer andthe tape shall be applied in the appropriate widths and withoverlaps as prescribed

Couplings and fittings to pipes shall be taped in strict accordancewith the manufacturer's instructions including mastic, tape,"Layflat" sheeting, securing of same, etc

Prices for wrapping of pipes shall include for all work as describedto couplings in the length

Laying, backfilling, bedding, etc of pipes

Pipes shall be laid and bedded in accordance with manufacturers'instructions and trenches shall be carefully backfilled


- 7 0 -106


Where no manufacturers' instructions exist, pipes shall be laid inaccordance with Clauses 5.1 and 5.2 of each of the following:SABS 1200L : Medium-pressure pipelinesSABS 1200LD : SewersSABS 1200LE : Stormwater drainage

Pipe trenches, etc shall be backfilled in accordance with Clauses3, 5.5, 5.6, 5.7 and 7 of SABS 1200DB : Earthworks (Pipetrenches)

Pipes shall be bedded in accordance with Clauses 3.1 to 3.4.1,5.1 to 5.3 and 7 of SABS 1200LB : Bedding (Pipes)

Unless otherwise described bedding of rigid pipes shall be ClassB bedding

General

Descriptions of cast iron roof outlets shall be deemed to includejoints to pipes and casting into concrete (adaptors for joints toPVC pipes, etc are given separately)

Descriptions of overflow pipes where measured in number, shallbe deemed to include joints to cisterns and splay cut ends

Descriptions of pipes laid in and including trenches and ofinspection chambers, catchpits, etc shall be deemed to includeexcavation, bedding, backfilling, compaction to a minimum of 95%Mod AASHTO density and disposal of surplus material on site

Descriptions of service pipes and flexible connecting pipes shallbe deemed to include connections to taps, cisterns, etc and tosteel pipes (adaptors for connections to copper pipes, etc aregiven separately)

Descriptions of WC pans, slop hoppers, etc shall be deemed toinclude for joints to soil pipes (pan connectors are separatelymeasured)

As-built drawings

Where required, the contractor shall prepare an updated set ofas-built drawings. At completion of the contract the contractorshall hand these drawings to the principal agent for reproducingonto the originals for handing over to the employer (provision forallowance of as-built drawings elsewhere)

PLUMBING

RAINWATER DISPOSAL


- 7 1 -107


0,6mm Galvanised chromadek sheet steel gutters andrainwater pipes

A 150 x 100mm Roof gutters m 209

B Extra over gutter for stopped end No 20

C Extra over gutter for angle No 3

D Extra over gutter for outlet for 110mm pipe No 26

E 110mm Rainwater pipes m 261

F Extra over rainwater pipe for plinth bend No 26

G Extra over rainwater pipe for shoe No 26

Cast iron fullbores

H 110mm fullbore outlet No 15


SANITARY FITTINGS

Stainless steel

I 1200 x 500mm sink with two 410 x 343mm end bowls on cupboard(cupboard elsewhere) No 1

J 925 x 500mm sink with single 410 x 343mm end bowl oncupboard (cupboard elsewhere) No 1

K 600 x 500mm Hospital sink with single 600 x 500 x 258mm endbowl on cupboard (Code 350960) Franke or similar approved No 5

Vaal or other equal approved white glazed vitreouschina

L 510 x 400mm Semi-rectangular "Daisy" basin with three semipunched tapholes, intergrated overflow, and chainstay holethrough the semi punched taphole No 31

M "Orchid" wall hung WC pan with cradle bracket and legs and Jazztoilet seat white epoxy painted (Code 439016) (flush valve andflush pipe elsewhere) No 17


- 7 2 -108


A "Orchid Paraplegic" wall hung WC pan with cradle bracket andlegs and Jazz toilet seat white epoxy painted (Code 439016)including floor bracket (Code 8082Z0) (flush valve and flush pipeelsewhere) No 4

B Vitreous china wall hung "Sweetpea"urinal (code 705127). Overallsize 565 x 275 x 3105mm including chromium plated domicalgrating and chromium plated top inlet spreader and two hangarbracket No 12

WASTE UNIONS ETC

Cobra or equal approved

C "Code 300" 32mm Basin waste union No 27

D "Code 303" 32mm Basin waste union No 4

E 32mm Bottle trap No 13

F 32mm Bottle trap including tail pipe "Code 340" No 31

G 32mm Bottle trap including tail pipe "Code 365/40" No 5

H 38mm Bath or sink waste union No 2

I 38mm Bath or sink waste union (code 317-40) No 5

TRAPS ETC

Marley or equal approved

J 40mm Reseal combination for double bowl with reseal "P' trap No 1

Manufactured by Cobra or equally approved

K 40mm brass shower trap with chromium plated grating No 15

TAPS, VALVES, ETC

''Cobra'' or equal approved chromium plated

L 15mm 059-15CP extension piece with sliding wall flange No 4

M 15mm 106-15 bib-tap No 10

N 15mm "294CA" Carina chromium plated basin mixer with wasteunion, etc and angle flow regulating valves No 27

O 15mm "code 138-15" Chromium plated undertile stoptap No 15


- 7 3 -109


A Junior econo flushmaster KF4-213 with flushpipe No 17

B Junior econo flushmaster "code FJ2-100" with flushpipe No 4

C 15mm CP swan neck swivel sink mixer No 2

D 15mm "code NM-851" elbow action basin mixer No 4

E 15mm chromium plated angle regulating valve and flexibleconnection pipe No 1

F Shower head "Code KP2.6EX" No 13

G 15mm "007-EXILIS1" chromium plated Hand shower includinghose code "008/5C", holder, wall outlet, etc No 2

H "832/350F" Angle regulating valve and 350mm braided flexiblehose No 54

I "832/10" Angle regulating valve and 350mm braided flexible hose No 8

J "EL-8-112" Flush valve and "EL-TRANS3-M" Electronictransformer box No 12


- 7 4 -110


SANITARY PLUMBING

uPVC pipes

A 50mm pipe m 147

B 110mm Pipesm 32

C 110mm Pipes laid in and including trenches not exceeding 1mdeep m 72

Extra over uPVC pipes for fittings

D 50mm Bend No 42

E 50mm Junction No 26

F 50mm Access bend No 23

G 110mm Reducing junction No 5

H 110 x 50mm Reducing junction No 29

I 110mm Double junction No 11

J 110mm Bend No 21

K 110mm Pan connector No 21

L 110mm Access bent pan connector with anti-syphon horn No 11

M 110mm Access junction No 5

N 110mm Access reducing junction No 5

O 110mm Access double junction No 5

P 110mm Air vent cowl No 5

Q 110mm "GI Two-way" vent valve No 11

"Rofo" Stainless steel or other equal approved

R "RO 125V NW 50" Stainless steel floor drain installed flush withfloor finish No 22

Sundries

S Testing waste pipe system Item


- 7 5 -111


WATER SUPPLIES

Class 0 copper pipes

A 15mm Pipes m 259

B 22mm Pipes m 12

C 28mm Pipes m 78

D 35mm Pipes m 53

E 15mm Pipes chased in walls m 17

F 22mm Pipes chased in walls m 104

G 28mm Pipes chased in walls m 120

Extra over class 0 copper pipes for capillary fittings

H 15mm Fittings No 350

I 22mm Fittings No 127

J 28mm Fittings No 31

K 35mm Bend No 84

L 35mm Tee No 42

Extra over class 0 copper pipes for brass compressionfittings

M 15mm Fittings No 127

N 22mm Fittings No 31

O 35mm Adaptor No 63


- 7 6 -112


ELECTRIC WATER HEATERS

Sundries

A Testing water pipe system Item

AS-BUILT DRAWINGS

B Provision of as-built drawings Item


- 7 7 -113


Bill No. 14

Plumbing and Drainage

COLLECTION

Page AmountNo


-69-

-70-

-71-

-72-

-73-

-74-

-75-

-76-

-77-


- 7 8 -114



BILL NO. 15

GLAZING

PREAMBLES



Float glass

The term "float glass" is used for monolithic annealed glass

Laminated glass

Laminated glass to have polyvinyl butyral (PVB) interlayer(s)

GLAZING TO STEEL WITH PUTTY


TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors withpolished edges, fixed with double sided adhesive tape andsilicone

A Mirror 500 x 900mm high No 31


- 7 9 -115



BILL NO. 16

PAINTWORK

PREAMBLES



PAINT SPECIFICATIONS

All painting shall be done in accordance with prescibedspecifications unless otherwise described

COLOURS

Unless otherwise described all paintwork shall be deemed to havea colour value in excess of 7 on the Munsell system in accordancewith SANS 1091


PAINTWORK ETC TO NEW WORK

ON INTERNAL FLOATED PLASTER SURFACES

One coat alkali resistant primer and two coats wall and allpure acrylic emulsion paint for interior

A Walls m2 7 401

B Ceilings and beams m2 1 078

ON EXTERNAL FLOATED PLASTER SURFACES


C Ceilings and beams m2 585

ON SMOOTH CONCRETE SURFACES


- 8 0 -116



A Walls and columns m2 281

ON PLASTERBOARD SURFACES

One coat alkali resistant primer and two coats pure acrylicpaint for interior use

B Ceilings and cornices, including priming metal cover strips andnailheads m2 582

One coat alkali resistant primer and two coats semi-glossPVA paint


- 8 1 -117


ON METAL SURFACES

One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on steel

A Door frames m2 106

B Gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) m2 12

ON WOOD SURFACES

One coat wood primer, one undercoat and two coat velvaglopolyurethane enamel paint

C Doors m2 367

Three coats clear eggshell polyurethane varnish

D Skirtings, rails, etc not exceeding 300mm girth m 631


- 8 2 -118


Bill No. 16

Paintwork

COLLECTION

Page AmountNo


-81-

-82-


- 8 3 -119



BILL NO. 17

PROVISIONAL SUMS

PREAMBLES


NOTES:

1. Where special attendance includes the provision ofhoisting facilities for a Sub-Contractor then the Contractorshall:-

* Ensure that the capacities of his hoisting equipmentare sufficient to deal with the masses and the quantitiesof the items to be hoisted,

* Schedule the times of availability of the hoistingequipment for each Sub-Contractor,

* Provide all necessary personnel to operate thehoisting equipment,

all to enable the Sub-Contractor to execute the hoisting orlowering of his material, etc. using the facilities provided bythe Contractor

2. Under no circumstances may any Provisional Amount, etc.be extended at an amount lower than the amount given inthis Bill


- 8 4 -120


The Contractor must read each description throughout this bills ofquantities in conjunction with and in the context of the obligations,requirements and specifications stated in the descriptions, theModel Preambles for Trades (2008 Edition) and anysupplementary Preambles to the Model Preambles forming part ofthese Bills of Quantities

No claim arising from brevity of description of items fully describedin the said Model Preambles for Trades or SupplementaryPreambles to Model Preambles will be granted

All provisional sums cover supply of material and equipment andinstallation. provisional sums are nett and do not include builder'sdiscount (excluding settlement discount) and Value Added Tax butthe Tenderer may allow under "Profit" items any profit heconsiders necessary

PARTITIONING TO OFFICES

A Provide the amount of R 1,000,000.00 (One Million Rand) forPartitioning to Offices Item 1 000 000 00

B Profit %

C Allow for general attendance %

PARTITIONING TO TOILETS

D Provide the amount of R44,000.00 (Forty Four Thousand Rand)for Partitioning to Toilets Item 44 000 00

E Profit %

F Allow for general attendance %

CHANGING ROOMS LOCKERS

G Provide the amount of R 210,000.00 (Two Hundred and TenThousand Rand) for Changing Rooms Lockers Item 210 000 00

H Profit %

I Allow for general attendance %


- 8 5 -121


CHANGING ROOMS BENCHES

A Provide the amount of R 41,000.00 (Forty One Thousand Rand)for Changing Rooms Benches Item 41 000 00

B Profit %


ACCESS LADDER - WATER STORAGE VESSEL

D Provide the amount of R 15,000.00 (Fifteen Thousand Rand) forAccess Ladder to Water Storage Vessel Item 15 000 00

E Profit %


SERVICE HATCH - WATER STORAGE VESSEL

G Provide the amount of R 3,000.00 (Three Thousand Rand) forAccess Hatch to Water Storage Vessel Item 3 000 00

H Profit Item

I Allow for general attendance Item

GATES AND PARTITIONING TO ENTRANCES

J Provide the amount of R 110,000.00 (One Hundred and TenThousand Rand) for Gates and Partitioning Item 110 000 00

K Profit %

L Allow for general attendance %

AMMUNITION SAFE

M Provide the amount of R 50,000.00 (Fifty Thousand Rand) forAmmunition Safe Item 50 000 00

N Profit %

O Allow for general attendance %

LOUVRED SCREENS TO PLANT AREAS

P Provide the amount of R 270,000.00 (Two Hundred and SeventyThousand Rand) for Louvred Screens To Plant Areas Item 270 000 00


- 8 6 -122


A Profit %

B Allow for general attendance %

SHADING DEVICE TO FACADE

C Provide the amount of R 120,000.00 (One Hundred and TwentyThousand Rand) for Shading Device to Facade Item 120 000 00

D Profit %

E Allow for general attendance %

EXTERNAL FRAME TO FACADE

F Provide the amount of R 56,000.00 (Fifty Six Thousand Rand) forExternal Frame to Facade Item 56 000 00

G Profit %

H Allow for general attendance %

JOINERY

I Provide the amount of R 200,000.00 (Two Hundred ThousandRand) for Joinery Work Item 200 000 00

J Profit %

K Allow for general attendance %

PILING

L Provide the amount of R 2,000,000.00 (Two Million Rand) forPiling Item 2 000 000 00

M Profit %

N Allow for general attendance %

INTERNAL STAIRCASE AND BALUSTRADING

O Provide the amount of R 800,000.00 (Eight Hundred ThousandRand) for Internal Staircase and Balustrading Item 800 000 00

P Profit %

Q Allow for general attendance %


- 8 7 -123


FIRE ESCAPE STAIRCASE AND BALUSTRADING

A Provide the amount of R 200,000.00 (Two Hundred ThousandRand) for Fire Escape Staircase and balustrading Item 200 000 00

B Profit %


ACCESS FLOORING

D Provide the amount of R 900,000.00 (Nine Hundred ThousandRand) for Access Flooring Item 900 000 00

E Profit %


BALAU TIMBER DECKING

G Provide the amount of R 180,000.00 (One Hundred and EightyThousand Rand) for Balau Timber Decking Item 180 000 00

H Profit %


PERGOLAS

J Provide the amount of R 52,000.00 (Fifty Two Thousand Rand) forPergolas Item 52 000 00

K Profit %


SHADING DEVICE TO ROOF

M Provide the amount of R 300,000.00 (Three Hundred ThousandRand) for Shading Device to Roof Item 300 000 00

N Profit %

O Allow for general attendance %

SUSPENDED LIGHT SHELF

P Provide the amount of R 100,000.00 (One Hundred ThousandRand) for Suspended Light Shelf Item 100 000 00


- 8 8 -124


A Profit %

B Allow for general attendance %

BALUSTRADES AND HANDRAILS

C Provide the amount of R 600,000.00 (Six Hundred ThousandRand) for Balustrades and Handrails Item 600 000 00

D Profit %

E Allow for general attendance %

KITCHEN EQUIPMENT

F Provide the amount of R600,000.00 (Six Hundred ThousandRand) for Kitchen Equipment Item 600 000 00

G Profit %

H Allow for general attendance %

GAS CAGE AND GAS INSTALLATION

I Provide the amount of R 30,000.00 (Thirty Thousand Rand) forGas Cage and Gas Installation Item 30 000 00

J Profit %

K Allow for general attendance %

GYM EQUIPMENT

L Provide the amount of R 80,000.00 (Eighty Thousand Rand) forGym Equipment Item 80 000 00

M Profit %

N Allow for general attendance %

OFFICE DESK

O Provide the amount of R 25,000.00 (Twenty Five Thousand Rand)for Office Desk Item 25 000 00

P Profit %

Q Allow for general attendance %


- 8 9 -125


SLIDING DIVIDING SCREEN

A Provide the amount of R 40,000.00 (Forty Thousand Rand) forSliding Dividing Screen Item 40 000 00

B Profit %



- 9 0 -126


Bill No. 17

Provisional Sums

COLLECTION

Page AmountNo


-85-

-86-

-87-

-88-

-89-

-90-


- 9 1 -127


SECTION SUMMARY - Section No.3.1- Administration Building

Bill Page AmountNo No

1 -5-Earthworks

2 -13-Concrete, Formwork and Reinforcement

3 -19-Masonry

4 -23-Waterproofing

5 -26-Roof Coverings

6 -30-Carpentry and Joinery

7 -36-Ceilings, Partitions and Access Flooring

8 -37-Floor Coverings

9 -45-Ironmongery

10 -48-Structural Steelwork

11 -59-Metalwork

12 -64-Plastering

13 -67-Tiling

14 -78-Plumbing and Drainage

15 -79-Glazing

16 -83-Paintwork

17 -91-Provisional Sums

Carried to Final Summary RSection No.3.1- Administration BuildingPart C2: Pricing Data

- 9 2 -128



BILL NO. 1


PREAMBLES



Nature of ground

The nature of the ground is as described in the Soil Investigationreport

Subterranean water






Filling


Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 1Part C2: Pricing Data

- 1 -129


Testing



- 2 -130



EXCAVATIONS, ETC


A Trenches including working around piles m3 201

B Holes m3 244

C Lift pits m3 100


D Not exceeding 500mm deep for placing and removing formwork towalls etc, 200mm away from excavated face m2 1 911

E Exceeding 500mm and not exceeding 1500mm deep for placingand removing formwork to walls etc, 200mm away from excavatedface m2 14


F Soft rock m3 58

G Hard rock m3 29


H Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 445


I Sides of trench and hole excavations not exceeding 1,5m deep m2 1 937


J Keeping excavations free of all water other than subterraneanwater Item


- 3 -131


De-watering of seepage water and water from othersubterranean sources in excavations

A Provide pump with minimum 1.5litre/second capacity from 5-15mhead, and 100kPA pressure including maintenance and removal No

B Provide necessary hoses for the above including couplings etc m

C Allow for pumping (one pump) Hrs

FILLING ETC


D Compaction of ground surface under floors etc including scarifyingfor a depth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 93% ModAASHTO density m2 5 164

SOIL POISONING


E Under floors etc including forming and poisoning shallow furrowsagainst foundation walls etc, filling in furrows and ramming m2 5 164

F To bottoms and sides of trenches etc m2 1 993

TESTS


G "Modified AASHTO Density" test No 10

H "Natural California Bearing Ratio" test No 10

I "Field Density" test, including "Optimum Moisture Content" test(four readings per test) No 10


- 4 -132


Bill No. 1

Earthworks

COLLECTION

Page AmountNo


-2-

-3-

-4-

Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 1Part C2: Pricing Data

- 5 -133


Item Quantity Rate AmountNo

BILL NO. 2

PILING

Indemnity

The contractor shall take full responsibility for piling work and shallguarantee that piling work will support the calculated loads laid downby the engineer without injurious settlement. The actual lengths ofpiles shall be determined on site by the contractor in consultation withthe engineer who will give all assistance possible. This does not inany way relieve the contractor of his responsibility or obligation toprovide the specified guarantee

The contractor shall indemnify the employer against any injury to ordeath of any person and all loss or damage to all structures resultingfrom the failure of any pile. In the event of the failure of a pile thecontractor shall make good such pile and all consequent damage athis own expense

The contractor shall insure by means of a policy, approved by theprincipal agent, against risks arising out of the responsibilities,guarantee and indemnities specified. The contractor shall pay allpremiums in respect of this insurance policy. The guarantee shall befor the amount and effective period as stated hereafter in this bill

Scope of work

The work comprises the installation of piles. The contractor isreferred to drawing No PSPT38/2013/000/04/200/002 Rev D issuedtogether with these bills of quantities in order to acquaint himself fullywith the nature and scope of the work

The work comprises the design and installation of piles. Thecontractor is referred to drawing NoPSPT38/2013/000/04/200/002Rev D issued together with these bills of quantities in order toacquaint himself fully with the nature and scope of the work

Piles are to be installed subsequent to the site being excavated orfilled to the correct levels

The building platform is already excavated, filled, levelled andcompacted to the required levels


- 6 -134


Classification of material

"Hard rock" shall mean granite, quartzitic sandstone or other rock ofsimilar hardness, the removal of which would normally require drilling,wedging and splitting or the use of explosives

"Earth" shall mean all ground other than that classified as "hard rock"and shall include made-up ground and loose stones or pieces ofconcrete not exceeding 0,03m3 in volume as well as hard materialthe removal of which would normally warrant the use of pneumatictools and which includes hard shale, ferricite, compact ouklip andmaterial of similar hardness

GUARANTEE AND INSURANCE

A Insurance policy against claims arising from the installation of pilingup to a limit of R10 000 000 (Tem Million Rand) per claim with no limiton the number of claims that may occur and effective for a period of 5years from the date of completion of the contract Item

ESTABLISHMENT

B Transporting to and establishment on site of necessary plant for theexecution of the work and removal thereof on completion Item

C Subsequent establishment of plant etc for testing Item

PILES DESIGNED BY THE CONTRACTOR

Piles suitable for the following working loads etc includingconcrete, precast concrete, reinforcement, couplings, drilling,driving or boring, etc complete and disposal of surplusexcavated material to a dumping site to be located by thecontractor

D Not exceeding 100kN No 1

E Exceeding 100kN and not exceeding 200kN No 46

F Exceeding 200kN and not exceeding 300kN No 33

G Exceeding 500kN and not exceeding 600kN No 11

H Exceeding 600kN and not exceeding 700kN No 7

I Exceeding 800kN and not exceeding 900kN No 19

J Exceeding 900kN and not exceeding 1000kN No 9

K Exceeding 1000kN and not exceeding 1100kN No 39


- 7 -135


A Exceeding 1100kN and not exceeding 1200kN No 7

B Exceeding 1200kN and not exceeding 1300kN No 34

C Exceeding 1300kN and not exceeding 1400kN No 12

D Exceeding 1400kN and not exceeding 1500kN No 12

E Exceeding 1500kN and not exceeding 1600kN No 18

F Exceeding 1600kN and not exceeding 1700kN No 3

SETTING UP

G Setting up plant at pile position No 241

H Setting out each pile position No 241

TRIMMING ETC

Stripping back head of concrete pile for a height not exceeding1000mm to expose reinforcement, including trimming todefined level and bending reinforcement as necessary forcasting into pile cap

I 350mm Diameter pile No 51

J 450mm Diameter pile No 89

K 500mm Diameter pile No 7

L 600mm Diameter pile No 191

TESTING

M Transporting to and establishment on site of necessary testing plantfor the execution of the work and removal thereof on completion Item

N Testing 450mm diameter pile to a maximum load of 200kN No 46

O Testing 600mm diameter pile to a maximum load of 1652kN No 195


- 8 -136


Bill No. 2

Piling

COLLECTION

Page AmountNo


-7-

-8-


- 9 -137



BILL NO. 3


PREAMBLES



Cost of tests


Formwork





15MPa/19mm concrete

A Strip footings and bases m3 21



- 1 0 -138


35MPa/19mm concrete

A Surface beds cast in panels on waterproofing m3 885

B Ground beams m3 201

C Pile caps m3 238


30MPa/19mm concrete

D Slabs including beams and inverted beams m3 1 662

E Walls m3 288

F Columns m3 100

G Stairs including landings, beams and inverted beams m3 10

H Bottoms and sides of isolated gutter beams m3 24

TEST BLOCKS

I Making and testing 150 x 150 x 150mm concrete strength testcube (Provisional) No 1 140

CONCRETE SUNDRIES


J Surface beds, slabs, etc m2 100


K Surface beds, slabs, etc m2 5 164


L Surface beds, slabs, etc to falls m2 200

MOVEMENT JOINTS ETC


M Not exceeding 300mm high to edges of surface beds m 546


- 1 1 -139


Migua Migutrans FS 380/20 expansion joint or similarapproved fixed with epoxy and stainless steel screws as perDRW No.PSPT38/2013/000/04/200/002 Rev D tyoicalmovement joint detail

A Expansion joint m 102


B Surface beds not exceeding 300mmm thick m 396

C Slabs not exceeding 300mm thick m 50

D 200mm ABE Durajoint dumbell or similar approved No 150

Saw-cut joints

E 3 x 50mm Saw-cut joints in top of concrete m 4 131


- 1 2 -140


FORMWORK


SMOOTH FORMWORK (DEGREE OF ACCURACY I)


A Beams m2 415

B Isolated wall beams m2 643

C One face of retaining walls (other face against excavatedsurfaces) m2 615

D Walls m2 1 121

E Rectangular columns with total height exceeding 3.5m and notexceeding 5.0m above bearing level m2 789

F Inner face of shaft walls (shaft approximately 2.54m x 1.65minternally and total wall height exceeding 11m and not exceeding12.50m) m2 115

G Outer face of walls flush with perimeter of concrete structure (totalwall height exceeding 11m and not exceeding 12.50m) m2 115

H Sides of gutter beams above concrete m2 43

I Edges, risers, ends and reveals not exceeding 300mm high orwide m 130

J Sloping and stepped outer edges of stairs 300mm high extreme m 49

Special formwork to circular and partly circular columns

K 600mm Diameter column 3m high No 18


L Slabs with sloping soffits m2 37

M Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 1.5m and not exceeding 3.5m high m2 3 644

N Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 3.5m and not exceeding 5.0m high m2 684

O Cantilever box gutter m2 54


- 1 3 -141




A Pile caps (Provisional) m2 873

B Retaining walls m2 523

Boxing in special formwork to form

C 500 x 220mm Horizontal chases or grooves in sides m 28

D 410 x 390mm Horizontal grooves in sides the box gutter m 67

E 75 x 75mm Chamfers along top or bottom edges m 28



Mild steel reinforcement to structural concrete work

F 16mm Diameter bars t 217.98

G 12mm Diameter bars t 48.14

H 10mm Diameter bars t 18.55

High tensile steel reinforcement to structural concrete work

I 32mm Diameter bars t 20.78

J 25mm Diameter bars t 20.66

K 20mm Diameter bars t 41.86

L 16mm Diameter bars t 35.51

M 12mm Diameter bars t 25.99

N 10mm Diameter bars t 15.94


O Type 245 fabric reinforcement in concrete surface beds, slabs, etc m2 603

Trimmer bars placed

P 16mm Dia x 1600mm long high tensile steel bars No 400


- 1 4 -142


Bill No. 3


COLLECTION

Page AmountNo


-11-

-12-

-13-

-14-


- 1 5 -143



BILL NO. 4

MASONRY

PREAMBLES



BRICKWORK



Hollow walls




Face bricks


Pointing


BRICKWORK

SUPERSTRUCTURE


- 1 6 -144



A One brick walls m2 449

B 280mm Hollow walls of two half brick skins including wire ties m2 990


C 75mm Wide reinforcement built in horizontally m 1 726

D 150mm Wide reinforcement built in horizontally m 5 535


E 110 x 75mm Lintels in lengths not exceeding 3m m 288

F 110 x 75mm Lintels in lengths exceeding 4,5m and not exceeding6m m 825

G 110 x 75mm Lintels in lengths exceeding 6m and not exceeding7,5m m 15

H 110 x 75mm Lintels in lengths exceeding 9m and not exceeding10,5m m 41


I 110mm Wide turning pieces m 10

J 230mm Wide turning pieces m 10


K 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork (LI) No 150

Air bricks etc

L 229 x 76mm Clay vermin proof air brick No 12

FAIR FACE BRICKWORK


M Extra over for fair face m2 2 346


- 1 7 -145


A Half brick walls pointed on both sides m2 440

B One brick walls pointed on both sides m2 1 283

C Extra over brickwork for brick-on-end soldier course lintels onecourse high, pointed on face and 110mm soffit m 488

D Fair raking cutting m 5

E Fair splay cutting m 5


F 220mm Wide sills set sloping and slightly projecting m 20




G 110 x 12mm Thick sills set flat and slightly projecting m 20

PAVING ETC

Paving of 50mm paving bricks on concrete, bedded andjointed in cement mortar(screed) and pointed with hollowedjoints

H Paving in stretcher bond on 50mm thick mortar bed (screed) m2 1 619


- 1 8 -146


Bill No. 4

Masonry

COLLECTION

Page AmountNo


-17-

-18-


- 1 9 -147



BILL NO. 5

WATERPROOFING

PREAMBLES



Waterproofing







B In walls m2 27


C In walls m2 28

D On floors m2 3



- 2 0 -148


Two layers "Derbigum SP 4" or other equally approvedfully bonded waterproofing including turn-ups, etcapplied by waterproofing specialist

A On floors to balconies and roofs m2 1 619

PROTECTIVE SHEETING

"Dorken Delta MS8" or other equally approvedprotection membrane

B To waterproofing on roof m2 1 619



C 10 x 15mm In expansion joints m 396

ABE Dow corning 888 or similar approved sealant

D 20 x 15mm In expansion joints m 102


- 2 1 -149


Bill No. 5

Waterproofing

COLLECTION

Page AmountNo


-21-


- 2 2 -150



BILL NO. 6

ROOF COVERINGS

PREAMBLES




0.53mm TCT in clean COLORBOND steel metallic coatingAZ150 and accessories, fixed to steel purlins at 1500mmcentres (Refer Architect spec G1)

A Roof covering with pitches not exceeding 25 degrees m2 3 553

B Side cladding m2 559

C Extra over roof covering for 90 degree bullnose to 450mm radiusat eaves m 156

D Narrow and broad flute closers 35mm girth m 247

ROOF VENTILATORS

E 2500 x 2000mm Slope mounted louvre type smoke ventilatorincluding flashings, closers, sealing strips, etc No 14



F Flashings m2 10


- 2 3 -151




A 100mm Thick lambdaboard Insulation boarding in 1200mm widthswith longitudinal flap joints, laid over purlins (at approximately1500mm centres) and fixed concurrent with roof covering,including holes through boards etc m2 4 113


- 2 4 -152


Bill No. 6

Roof Coverings

COLLECTION

Page AmountNo


-24-


- 2 5 -153



BILL NO. 7


PREAMBLES



Fixing



Joinery






- 2 6 -154



SKIRTINGS

Hardwood


DOORS ETC

40mm solid core flush heavy duty doors with 3,2mm plainhardboard covering on both sides, hung to steel frames

B 40mm Door 536 x 2085mm high (D-01) No 2

C 40mm Door 736 x 2085mm high (D-03) No 1

D 40mm Door 786 x 2085mm high (D-04) No 1

E 40mm Door 813 x 2085mm high (D-05) No 6

F 40mm Door 936 x 2085mm high (D-06) No 2

G 40mm Door 813 x 2425mm high (D-07) No 4

H 40mm Door 936 x 2425mm high (D-10) No 2

I 40mm Double door 1613 x 2085mm high with rebated meetingedges (D-11) No 13

J 40mm Double door 1613 x 2425mm high with rebated meetingedges (D-14) No 4

K Extra over for 600 x 600mm framed opening for metal louvre unit(louvre unit elsewhere) No 2

Class B Fire doors with commercial veneer

L Class B fire door 813 x 2425mm high including pressed steelframe for 280mm cavity wall and preparing frame for door closerand lock (D-08) No 2

Class D Fire doors with commercial veneer

M Class D fire door 813 x 2425mm high including pressed steelframe for 280mm cavity wall and preparing frame for door closerand lock (D-09) No 3


- 2 7 -155


Bill No. 7


COLLECTION

Page AmountNo


-27-


- 2 8 -156



BILL NO. 8


PREAMBLES



Fixing



Ceilings


Bulkheads





- 2 9 -157


Steel components


SUSPENDED CEILINGS






All suspended ceilings that are suspended below trusses at1500mm centres are to have a substructure/subframe ofgalvanised Burges Channels of 20 x 40mm at recommendedcentres

Flush plastered gypsum plasterboard suspended bulkheads


Openings

Prices for openings for light fittings, ventilation grilles, airconditioning diffusers, etc are to include for any necessaryadditional support, trimming around, etc


- 3 0 -158



A Ceilings suspended not exceeding 1m below concrete soffit m2 98


B Ceilings suspended not exceeding 1m below concrete soffits m2 457


C Type SM25 pre-painted recessed wall angles, plugged m 720

TOILET CUBICLES

"Vitraflex Classic Modular" toilet cubicles consisting of20mm thick partitions, doors and stiles of laminatedconstruction with outer skins of vitreous enamelled steelsheets bonded to wood particle board, all framed in naturalanodised aluminium channel section beading, top rails andfixing components and fitted with all necessary ironmongerycomprising standard indicating bolts, combined coat hooksand door stops, toilet roll holders and rubber buffers

D Partition 1800 x 1800mm high No 3

E Door 740 x 1800mm high No 4

F Privacy partition between urinals 600 x 1200mm high No 2

G Full stile 540 x 1850mm high No 4

H End stile 150 x 1850mm high No 1

I Wall stile 115 x 1850mm high No 6

J Wall stile 790 x 1850mm high No 1

K Wall stile 970 x 1850mm high No 1


- 3 1 -159


A Extra over for chromium plated rising butt hinge No 8

B Extra over for powder coating to aluminium beading, brackets andironmongery - per cubicle No 4


- 3 2 -160


Bill No. 8


COLLECTION

Page AmountNo


-30-

-31-

-32-


- 3 3 -161



BILL NO. 9


PREAMBLES



Fixing



FLOOR COVERINGS

6.5mm "Albert Carpets" Interface Optimum RE SD type 6.6nylon tufted level loop carpet or similar approved carpetsfixed with carpet adhesive strictly according tomanufacturers specifications

A On floors m2 36


- 3 4 -162



BILL NO. 10

IRONMONGERY

PREAMBLES



Proprietary items








- 3 5 -163


HINGES, BOLTS, ETC


A Stainless steel adjustable roller bolt (Code: DBC-SS-022) No 2

B Stainless steel WC indicator and turnknob for physically impaired(Code: DWC-006) Sets 2

C 160mm Stainless steel flush bolt (Code: DFB-SS-027) No 9

D 300mm Stainless steel flush bolt (Code: DFB-SS-028) No 7

E 2 Point (top and bottom) locking panic bolt with cross bar for doorleaf up to 1000mm wide (Code: PHA2/S) Sets 12.0

F 150 x 32mm Satin Chrome heavy duty necked bolt (Code: H107) No 8


- 3 6 -164




A Emergency panic latch to suit door leaf up to 1000mm wide(Code:PHA1/S) No 2

LOCKS


B 35mm Backset narrow stile mortice cylinder sash lock (Code:D02635/35) No 2

C 35mm Backset cylinder deadlock (Code: D02735) No 1

D 35mm Backset narrow stile hook bolt lock(Code: D02935) No 1

E 43mm Nickel plated Euro profile single cylinder lock (Code:DSC054201) No 26

F 43mm Nickel plated single cylinder grand master keyed (Code:DSC104201) No 12

G 65mm Nickel plated Euro profile knob cylinder (Code:DKC056501) No 9

H 65mm Nickel plated knob cylinder grand master keyed (Code:DKC106501) No 2

I 50mm Brass padlock master key No 10

J Stainless steel Euro profile cylinder sash lock case (Code: D036S) No 16

K Stainless steel Euro profile cylinder dead lock case (Code:D037D) No 15

L Nickel plated rebate conversion kit for Euro profile lock (Code:D038R) No 12

M Stainless steel Euro profile escutcheon (Code: DCE-002) No 13

N Stainless steel Euro profile escutcheon (Code: DCE-002) Pairs 13.0

O Stainless steel narrow stile cylinder escutcheons (Code DCE-105) No 2

P Stainless bathroom/WC dead lock (Code: D032D) No 2

HANDLES


- 3 7 -165



A External fire escape access with lever handle (PHT3901) No 14

B 590 x 19mm Stainless steel flush pull handles (Code: DPH217) Pairs 7

C Stainless steel lever handle on rose with one 1 escutcheon (Code:CR002) Pairs 10.0

D Stainless steel lever handle on rose with escutcheons (Code:CR002) Pairs 6

E Stainless steel flush pull hande with round ends( Code:DFP-SS-024) No 4

F 300 x 25mm Stainless steel pull handle with flange fixing, fittedhorizontally (Code DPH301B) No 2

G 300 x 25mm Stainless steel pull handle with flange fixing, fittedvertically (Code: DPH301B) No 2

H Stainless steel 150mm pull handle mounted vertically on 300 x150 plate (Code: DPP-SS 161) No 5

I Stainless steel lever handles on narrow rose stile rose with narrowstile cylinder escutcheons (Code: TH126) Pairs 2.0

J Stainless steel flush ring pull (Code: DRP-SS-023) No 8



K 300 x 150mm Stainless kick plate (Code: DPP-SS 161) No 5

DOOR CLOSERS


L Variable spring strength regular arm door closer (Code: TS73VEN 2-4) No 2

M Parallel arm door closer with HOLD OPEN function (push sidefitting) (Code: TS83 BC/EN2-6) Sets 12.0

N Parallel arm door closer (push side fitting) (Code: TS83BC/EN2-6) No 5


- 3 8 -166


A Coordinated closer system for rebated doors (Adjustable holdopen) (Code: TS91B/EN3 GSR RF1) Sets 1.0

B Coordinated closer system for rebated doors (Non hold open)(Code: TS91B/EN3 GSR ) Sets 1.0

C Slide channel door closer (HOLD OPEN function) (Code:TS91B/EN3-RF) Sets 1

D Slide channel door closer with angle bracket (HOLD OPEN)(TS92G/EN2-4-RF) Sets 2.0

SUNDRIES


E Nickel plated floor stop, plugged (Code: DDS-NP-018) No 33

BATHROOM FITTINGS

F 153 x 153 x 65mm Deep stainless steel toilet roll holder, plugged No 6

G 32mm stainless steel back grab rail 750mm long, plugged No 2

H 32mm Stainless steel angle side grab rail 700mm girth, plugged No 2



I 150 x 150 x 1.2mm Stainless steel plate engraved with malesymbol (Code: DSS130) No 1

J 150 x 150 x 1.2mm Stainless steel plate engraved with femalesymbol (Code: DSS131) No 1


- 3 9 -167


Bill No. 10

Ironmongery

COLLECTION

Page AmountNo


-36-

-37-

-38-

-39-


- 4 0 -168



BILL NO. 11


PREAMBLES



Descriptions







A 194 x 3.5mm Thick round hollow section t 10.07

B 203 x 133 x 30Kg/m I-section rafter beams t 3.28


C 305 x 165 x 41Kg/m I-section columns t 0.31

STEEL PORTAL FRAMES


- 4 1 -169


Welded portal frames with flat bearer, gusset andconnection plates and angle cleats, bolted to concrete

A Double pitched portal frames 27.60m wide x 7.95m high extremeof 406 x 178 x 54kg/m I - section rafters and 406 x 178 x 54kg/mI-section columns (In No.1) Type A t 4.23

B Double pitched portal frames 27.60m wide x 7.95m high extremeof 406 x 178 x 54kg/m I - section rafters and 406 x 178 x 54kg/mI-section columns (In No.3) Type B t 10.94

C Double pitched portal frames 36.50m wide x 7.95m high extremeof 406 x 178 x 54kg/m I - section rafters and 406 x 178 x 54kg/mI-section columns (In No.13) Type C t 63.31

D Double pitched portal frames 27.60m wide x 7.95m high extremeof 406 x 178 x 54kg/m I - section rafters and 406 x 178 x 54kg/mI-section columns (In No.1) Type D t 2.90



E 75 x 50 x 20 x 2.0mm Thick cold-formed lipped channel purlins t 1.36

F 175 x 65 x 20 x 3.5mm Thick cold-formed lipped channel purlins t 21.23

Welded bracing, anti-sag rails, etc with flat connectionplates, bolted to steel

G Angle bracing t 1.76

H 70 x 70 x6mm angle bracing t 0.81

I Angle anti-sag rails t 1.90

J 70 x 70 x 6mm steel equal angle 70mm wide No 295

STEEL STAIRS, BALUSTRADING, HANDRAILS, CATLADDERS, FLOORING, ETC

K 30mm Thick grille floors in 1200mm wide banded panels insuitable lengths, spot welded to framing kg 733


- 4 2 -170


A Welded single flight stair with balustrading, 6230 x 1200mm onplan x 3780mm high overall, of "Vastrap" plate continuous treads,risers and landing and flat section stringers, with one side boltedto brickwork or concrete (bolts elsewhere); the balustrading (ontwo side) of flat section continuous top and bottom rails withvertical hollow section standards, framed through bottom rail andfilled in between top and bottom rails with vertical hollow sectionbalusters kg 4 145

B Gripweld Bunded floors Type RS40 in 995mm wide bandedpanels in suitable lengths, spot welded to framing kg 3 195

BOLTS, FASTENERS, ETC

C High tensile bolts (class 8.8) t 2.00

D 16mm Diameter L-shaped threaded anchor bolt 455mm girthembedded in top of concrete No 288

TESTS

Weld testing

E X-Ray test of 500mm long butt weld joint to 10mm thick web plate No 10

PAINT ON STRUCTURAL STEEL


F Structural steel t 95

"Nullifier" intumescent coating, with a fire potection of 120minutes

G On columns and beams m2 1 300

H On members of roof trusses m2 1 200


- 4 3 -171


Bill No. 11


COLLECTION

Page AmountNo


-42-

-43-


- 4 4 -172



BILL NO. 12

METALWORK

PREAMBLES



Descriptions










- 4 5 -173










HOT DEEP GALVANISED STEEL BALUSTRADING

A 1025mm high tubular forged stanchion - 32mm with 60mm ballm 45

STEEL GATES, SCREENS, ETC

B Double gate size 1700 x 2125mm high as per Architect detail D33 No 1

C Sliding gate size 5840 x 2465mm high as per Architect detail D34 No 1


1,6mm Double rebated frames suitable for half brickwalls



- 4 6 -174




B Frame for door 536 x 2085mm high No 2

C Frame for door size 736 x 2085mm high No 1



F Frame for door size 936 x 2465mm high No 2

G Frame for double door 1613 x 2085mm high No 13

H Frame for double door 1613 x 2465mm high No 4




----------------------------------------

SHOPFRONT

Powder coated aluminium doors as per Architect doorschedule, complete with subframes, ironmongery,glass, sealing, etc and fixing to brickwork or concrete

I Purpose made door size 900 x 2125mm high (D-15) No 1

J Purpose made door overall size 920 x 3000mm high (D-16) No 2

K Purpose made double door size 1500 x 2465mm high (D-17) No 1

L Purpose made door overall size 1520 x 2465mm high (D-18) No 10

M Purpose made double door size 1725 x 2465mm high (D-19) No 1

N Purpose made door overall size 2720 x 2465mm high (D-21) No 1

O Purpose made door overall size 5260 x 2465mm high (D-23) No 1


- 4 7 -175


ALUMINIUM WINDOWS

Natural anodised alumunium fixed window units,complete with subframes, ironmongery, glass, sealing,etc and fixing to brickwork or concrete

A Purpose made fixed window, 385 x 2465mm high (W-01) No 1

B Ditto, 780 x 2465mm high (W-02) No 1

C Ditto, 1095 x 2465mm high (W-03) No 2

D Ditto, 1520 x 2465mm high (W-04) No 8

E Ditto, 1695 x 3225mm high (W-05) No 2

F Ditto, 2370 x 2975mm high (W-06) No 1

G Ditto, 3978 x 2465mm high (W-07) No 2

H Ditto, 5260 x 2465mm high (W-08) No 1

I Ditto, 5995 x 2975mm high (W-09) No 1

J Ditto, 10500 x 2975mm high (W-10) No 1

K Ditto, 5800 x 1000mm high (W-11) No 13

L Ditto, 5800 x 1135mm high (W-12) No 20

M Purpose made fixxed window, 5800 x 1540mm high with louvre ontop (W13) No 13

ALUMINIUM SLIDING DOORS

Natural anodised sliding doors, complete withsubframes, ironmongery, glass, sealing, etc and fixingto brickwork or concrete

N Purpose made door, overall size 2700 x 2465mm high (D-20) No 1

O Ditto, overall size 2815 x 2295mm high (D-22) No 1

P Ditto, overall size 7330 x 2465mm high (D-24) No 1

Q Ditto, overall size 9310 x 2465mm high (D-25) No 1


- 4 8 -176



A Transformer double door,size 1677 x 2125mm high with rebatedframe suitable for 230mm concrete wall (D-26) No 4

B Transformer double door,size 2000 x 2465mm high with rebatedframe suitable for 280mm cavity wall (D-27) No 1

ALUMINIUM POWDER COATED GARAGE DOORS

Aluminium powder coated roller shutters with 76mmslats, fixed to brickwork or concrete

C Electrically operated slatted roller shutter for 2500 x 2465mm highopening, including electrical connection and commissioning(electrical isolator elsewhere) (D28) No 2

D Ditto for 3000 x 2465mm high opening, including electricalconnection and commissioning (electrical isolator elsewhere)(D29) No 1

Class D-2 hour aluminium powder coated roller shutterswith 76mm slats, fixed to brickwork or concrete

E Electrically operated slatted roller shutter for 3000 x 3910mm highopening, including electrical connection and commissioning(electrical isolator elsewhere) (D30) No 1

F Ditto for 3000 x 3910mm high opening, including electricalconnection and commissioning (electrical isolator elsewhere)(D31) No 3

G Ditto for 5000 x 3910mm high opening, including electricalconnection and commissioning (electrical isolator elsewhere)(D32) No 20

ALUMINIUM LOUVRE UNITS

H Standard louvre unit, 600 x 600mm high No 2



- 4 9 -177


Aluminium framed shower cubicle panels and doors withframes, sliding gear, pivot hinges, cleats, stops, etc and5mm toughened obscure safety glass, plugged to tiled wallsand sealed with silicone sealant as per Architect'sspecification

A Pivot door 900 x 1850mm high No 4


- 5 0 -178


Bill No. 12

Metalwork

COLLECTION

Page AmountNo


-46-

-47-

-48-

-49-

-50-


- 5 1 -179



BILL NO. 13

PLASTERING

PREAMBLES



GRANOLITHIC

Method


Preparation


Mix


Panels



- 5 2 -180



Laying






Colour




- 5 3 -181


SCREEDS


A 30mm Thick on floors and landings m2 2 933

B Average 50mm thick on roofs with upper surface to falls andcurrents m2 1 619

GRANOLITHIC


C 30mm Thick on floors and landings m2 434

INTERNAL PLASTER


D On walls m2 532

E On narrow widths m2 45

SPECIALISED SCREED TYPE FLOOR COATINGS

Prime the surface with one coat SC primer and apply 6mmthick Grey Ucrete MF. Applied as per manufacturererinstruction (Refer to Architect Spec F10)

F 6mm Thick on floors and landings m2 2 330


- 5 4 -182


Bill No. 13

Plastering

COLLECTION

Page AmountNo


-53-

-54-


- 5 5 -183



BILL NO. 14

TILING

PREAMBLES



Fixing





FLOOR TILING

600 x 600 x 9mm Evalution Tiling (Code: CE6GN.CA) FullBody Bush hammered Non-slip Porcelain floor tiles or otherequal approved, fixed with adhesive to screed (screedelsewhere) and flush pointed with waterproof grout


B On risers 180mm high (of cut tiles 600mm) m 116

C On treads 300mm high (of cut tiles 600mm) m 116


- 5 6 -184


600 x 600 x 9mm Evaluation Tiling (Code: CE6GS.CA) FullBody matt Porcelain floor tiles or other equal approved, fixedwith adhesive to screed (screed elsewhere) and flushpointed with waterproof grout



- 5 7 -185


Bill No. 14

Tiling

COLLECTION

Page AmountNo


-57-


- 5 8 -186



BILL NO. 15


PREAMBLES




Wire gratings


Stormwater channels


French drains

Descriptions of french drains shall be deemed to includeexcavation, stone filling graded from 300mm diameter at bottom to75mm diameter at top, geofabric filter blanket over stone, 300mmearthfilling over and disposal of surplus material on site

Septic tanks

Descriptions of proprietary type septic tanks shall be deemed toinclude excavation, bedding and jointing, concrete base slabs,jointing to drains and backfilling, compaction, etc all in accordancewith the manufacturer's instructions and disposal of surplusmaterial on site


- 5 9 -187







Sealing of edges











- 6 0 -188





Copper pipes



Reducing fittings


Fixing of pipes





- 6 1 -189














General




- 6 2 -190





As-built drawings



- 6 3 -191


PLUMBING

RAINWATER DISPOSAL

0,6mm Galvanised sheet steel gutters and rainwater pipes

A 150 x 100mm Roof gutters with beaded front edge m 199

B Extra over gutter for stopped end No 10

C Extra over gutter for bend No 10

D 100mm Rainwater pipes m 10

E Extra over rainwater pipe for plinth bend No 10

F Extra over rainwater pipe for shoe No 10

Grease trap, etc

G 4500 x 2300 x 4723mm Deep Insitu concrete oil trap chamberexceeding 2000mm and not exceeding 4000mm deep internally,including three manhole cover complete as per Engineer DrwNo.PSPT38/2013/000/04/100/301 Rev A (Oil trap 1 and 2) No 1

Cast iron fullbores

H 110mm fullbore outlet No 24

PVC-U rainwater pipes

I 110mm Diameter rainwater pipes cast in insitu concrete column m 180

SUBSOIL DRAINAGE

J Excavation in earth not exceeding 1m deep for pipe trenches m3 30

K 13mm Crushed washed stone encasing to pipes m3 30

L 50 - 100mm Dumped rocks m3 376

M Geofabric filter blanket wrapped around 210 x 210mm stoneencasing with 210mm side and 105mm end laps, includingstitching m2 365

N Geofabric filter blanket wrapped around 260 x 260mm stoneencasing with 260mm side and 130mm end laps, includingstitching m2 163

O Geofabric filter blanket on top and bottom of dump rock m2 5 018


- 6 4 -192


HDPe pipes

A 110mm Pipes laid in stone encasing (encasing elsewhere) m 435

B 160mm Pipes laid in stone encasing (encasing elsewhere) m 157

Extra over HDPe pipes for fittings

C 110mm End cap No 10

D 160mm End cap No 10

E 160 x 110mm Junction No 10


SANITARY FITTINGS

Stainless steel

F 925 x 500mm sink with single 410 x 343mm end bowl oncupboard (cupboard elsewhere) No 1

G 600 x 500mm Hospital sink with single 600 x 500 x 258mm endbowl on cupboard (Code 350960) Franke or similar approved No 1


H 510 x 400mm Semi-rectangular "Daisy" basin with three semipunched tapholes, intergrated overflow, and chainstay holethrough the semi punched taphole No 8

I "Orchid" wall hung WC pan with cradle bracket and legs and Jazztoilet seat white epoxy painted (Code 439016) (flush valve andflush pipe elsewhere) No 4

J "Orchid Paraplegic" wall hung WC pan with cradle bracket andlegs and Jazz toilet seat white epoxy painted (Code 439016)including floor bracket (Code 8082Z0) (flush valve and flush pipeelsewhere) No 2

K Vitreous china wall hung "Sweetpea"urinal (code 705127). Overallsize 565 x 275 x 3105mm including chromium plated domicalgrating and chromium plated top inlet spreader and two hangarbracket No 3

WASTE UNIONS ETC


- 6 5 -193



A 32mm Basin waste union No 8

B 32mm Bottle trap No 2

C 38mm Bath or sink waste union No 1

D 32mm Chromium plated bottle trap No 7

TRAPS ETC


E 40mm Rubber reseal "P" or "S" trap No 1

Manufactured by Cobra or equivalent

F 40mm Rough brass shower trap with chromium plated grating No 4

TAPS, VALVES, ETC

Cobra or equal approved chromium plated

G 15mm 106-15 bib-tap No 2

H 15mm "294CA" Carina chromium plated basin mixer with wasteunion, etc and angle flow regulating valves No 6

I 15mm CP swan neck swivel sink mixer No 1

J 15mm 503-21B elbow action pillar tap No 4

K 15mm Chromium plated undertile stopcock No 8

L 15mm chromium plated angle regulating valve and flexibleconnection pipe No 16

M 15mm Diameter vandal resistant shower head (Code KP2-6) No 4

N Junior econo flushmaster KF4-213 with flushpipe No 4

ELECTRONIC


O Square Modern Concealed touch free, electronic control valvecomplete set (Code EL-8-112) No 3


- 6 6 -194


A Spare parts Electronic - IP67 Transformer box (CodeEL-TRANS3-M) No 1

SANITARY PLUMBING

uPVC pipes

B 50mm pipe m 30

C 110mm Pipesm 9

D 110mm Pipes laid in and including trenches not exceeding 1mdeep m 12


E 50mm Bend No 10

F 50mm Junction No 6

G 50mm Access bend No 5

H 110mm Reducing junction No 2

I 110 x 50mm Reducing junction No 6

J 110mm Double junction No 3

K 110mm Bend No 6

L 110mm Pan connector No 6

M 110mm Access bent pan connector with anti-syphon horn No 3

N 110mm Access junction No 2

O 110mm Access reducing junction No 2

P 110mm Access double junction No 2

Q 110mm Air vent cowl No 2

R 110mm "GI Two-way" vent valve No 3

Sundries

S Testing waste pipe system Item

WATER SUPPLIES


- 6 7 -195



A 15mm Pipes m 55

B 22mm Pipes m 3

C 28mm Pipes m 20

D 35mm Pipes m 15








K 35mm Bend No 24

L 35mm Tee No 12






Sundries

P Testing water pipe system Item

HOLES ETC

Core drilling of hole for pipe not exceeding 50mmdiameter

Q 250mm Reinforced concrete slab, beam, wall, etc No 5


- 6 8 -196


Core drilling of hole for pipe exceeding 50mm and notexceeding 100mm diameter

A 250mm Reinforced concrete slab, beam, wall, etc No 10


B 250mm Reinforced concrete slab, beam, wall, etc No 10

C Provision of as-built drawings Item


- 6 9 -197


Bill No. 15


COLLECTION

Page AmountNo


-60-

-61-

-62-

-63-

-64-

-65-

-66-

-67-

-68-

-69-


- 7 0 -198



BILL NO. 16

GLAZING

PREAMBLES



Float glass


Laminated glass







- 7 1 -199



BILL NO. 17

PAINTWORK

PREAMBLES





COLOURS






A Walls m2 576

ON SMOOTH CONCRETE SURFACES

One coat bonding liquid, one coat primer and two coatssuperior quality acrylic emulsion paint for interior andexterior use, including stopping blow holes

B Ceilings and beams ("White" colour group) m2 4 364



- 7 2 -200



A Ceilings and cornices, including priming metal cover strips andnailheads m2 98


ON METAL SURFACES


B Door frames m2 86

C Doors m2 39

D Gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) m2 36

E Eaves gutters m2 70

ON WOOD SURFACES


F Doors m2 248

G Skirtings, rails, etc not exceeding 300mm girth m 42


- 7 3 -201


Bill No. 17

Paintwork

COLLECTION

Page AmountNo


-73-


- 7 4 -202



BILL NO. 18

PROVISIONAL SUMS

PREAMBLES


NOTES:








- 7 5 -203





JOINERY

A Provide the amount of R 90,000.00 (Ninety Thousand Rand) forjoinery Item 90 000 00

B Profit %


WORK BENCH

D Provide the amount of R 90,000.00 (Ninety Thousand Rand) forwork benchs Item 90 000 00

E Profit %


FOUR STACK TYRE RACKS

G Provide the amount of R80,000.00 (Eigthy Thousand Rand) forfour stack tyre racks Item 80 000 00

H Profit %



- 7 6 -204


STEEL MESH SCREEN

A Provide the amount of R 103,500.00 (One Hundred ThreeThousand and Five Hundred Rand) for steel mesh screen Item 103 500 00

B Profit %


SPRAY AND PREPARATION BOOTH SUPPLY ANDDESIGN

D Provide the amount of R 4,676,000.00 (Four Million Six HundredSeventy Six Thousand Rand) for Spray and preparation booth Item 4 676 000 00

E Profit %


BALUSTRADE

G Provide the amount of R 110,500.00 (One Hundred TenThousand and Five Hundred Rand) for balustrade Item 110 500 00

H Profit %


LATTICE SCREEN INSTALLATION (TRELLIS)

J Provide the amount of R 200 000 (Two Hundred Thousand Rand)for Lattice Screen Installtion(Trellis) Item 200 000 00

K Profit %



- 7 7 -205


Bill No. 18

Provisional Sums

COLLECTION

Page AmountNo


-76-

-77-


- 7 8 -206


SECTION SUMMARY - Section No.3.2-: Maintenance Building


1 -5-Earthworks

2 -9-Piling


4 -19-Masonry

5 -22-Waterproofing





10 -40-Ironmongery


12 -51-Metalwork

13 -55-Plastering

14 -58-Tiling


16 -71-Glazing

17 -74-Paintwork


Carried to Final Summary RSection No.3.2-: Maintenance BuildingPart C2: Pricing Data

- 7 9 -207



BILL NO. 1


PREAMBLES



Nature of ground

The nature of the ground is assumed to be loose sandy material,therefore "earth", but possibly interspersed with "soft rock" or"hard rock"

Subterranean water






Carried to Collection RSection No.3.3 - Training buildingBill No. 1ContractPart C2: Pricing Data

- 1 -208


Filling


Testing



- 2 -209



EXCAVATIONS, ETC


A Trenches m3 41

B Holes m3 94


C Not exceeding 500mm deep for placing and removing formwork towalls etc, 200mm away from excavated face m2 55

D Exceeding 500mm and not exceeding 1500mm deep for placingand removing formwork to walls etc, 200mm away from excavatedface m2 15


E Soft rock m3 8

F Hard rock m3 4


G Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 26


H Sides of trench and hole excavations not exceeding 1,5m deep m2 220


I Keeping excavations free of all water other than subterraneanwater Item

FILLING ETC


- 3 -210



A Under floors, steps, pavings, etc m3 24

B Backfilling to trenches, holes, etc m3 28


C Under floors, steps, pavings, etc m3 25


D Under floors, steps, pavings, etc m3 14



Coarse river sand filling supplied by the contractor

F Under floors etc m3 25


G Compaction of ground surface under floors etc including scarifyingfor a depth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 93% ModAASHTO density m2 138

SOIL POISONING


H Under floors etc including forming and poisoning shallow furrowsagainst foundation walls etc, filling in furrows and ramming m2 169

I To bottoms and sides of trenches etc m2 139

TESTS


J "Modified AASHTO Density" test No 10


- 4 -211


A "Natural California Bearing Ratio" test No 10

B "Field Density" test, including "Optimum Moisture Content" test(four readings per test) No 10


- 5 -212


Bill No. 1

Earthworks

COLLECTION

Page AmountNo


-2-

-3-

-4-

-5-

Carried Forward to Summary of Section No. RSection No.3.3 - Training buildingBill No. 1ContractPart C2: Pricing Data

- 6 -213



BILL NO. 2


PREAMBLES



Cost of tests


Breeze concrete

Breeze concrete shall consist of twelve parts clean dry furnaceash, free from coal or other foreign matter, to one part cement(1:12); the ash graded up to particles which will pass a 16,5mmring from a minimum which fails to pass a 4,75mm mesh. Thefiner materials from the screening are to be first mixed with thecement into a mortar and the ash added afterwards andthoroughly incorporated

Lightweight concrete

Lightweight concrete shall have a density of 600kg/m3 for the top50mm and 400kg/m3 for the remaining thickness. The minimumthickness at outlets, channels, etc shall be 50mm

Formwork



- 7 -214




- 8 -215




15MPa/19mm concrete

A Strip footings and bases m3 2


35MPa/19mm concrete


C Bases m3 40

D Columns in foundations (Provisional) m3 1


F Strip footings m3 10

G Ramps m3 36


30MPa/19mm concrete

H Slabs including beams and inverted beams m3 71

I Stairs including landings, beams and inverted beams m3 6

J Walls m3 10

K Columns m3 17

TEST BLOCKS

L Making and testing 150 x 150 x 150mm concrete strength testcube (Provisional) No 10

CONCRETE SUNDRIES


M Surface beds, slabs, etc m2 129


- 9 -216



A Surface beds, slabs, etc m2 30


B Surface beds, slabs, etc to falls m2 105

MOVEMENT JOINTS ETC


C Not exceeding 300mm high to edges of surface beds m 94


D Surface beds not exceeding 300mmm thick m 32

E Slabs not exceeding 300mm thick m 24

Saw-cut joints

F 6 x 25mm Saw-cut joints in top of concrete m 31

FORMWORK


SMOOTH FORMWORK (DEGREE OF ACCURACY II)


G Beams m2 94

H Walls circular to exceeding 1m radius m2 33


I Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 1.5m and not exceeding 3.5m high m2 163



- 1 0 -217



A Pile caps (Provisional) m2 432

B Retaining walls m2 214


- 1 1 -218




Mild steel reinforcement to structural concrete work

A 8mm Diameter bars t 0.40

High tensile steel reinforcement to structural concrete work

B 25mm Diameter bars t 0.75

C 20mm Diameter bars t 1.50

D 16mm Diameter bars t 2.20

E 12mm Diameter bars t 1.50

F 10mm Diameter bars t 1.10


G Type 245 fabric reinforcement in concrete surface beds, slabs, etc m2 118


- 1 2 -219


Bill No. 2


COLLECTION

Page AmountNo


-8-

-9-

-10-

-11-

-12-


- 1 3 -220



BILL NO. 3

MASONRY

PREAMBLES



BRICKWORK



Hollow walls


User note

The following preamble generally applies for works in hot andhumid coastal areas



Face bricks


Pointing



- 1 4 -221


BRICKWORK




A Half brick linings tied to concrete m2 4

B One brick walls m2 60


C 150mm Wide reinforcement built in horizontally m 96

FACE BRICKWORK


D Extra over brickwork for face brickwork m2 39

BRICKWORK

SUPERSTRUCTURE


E Half brick linings tied to concrete m2 86

F Half brick linings tied to concrete, circular on plan m2 38

G One brick walls m2 41

H 280mm Brickwork cavity wall m2 180

BRICKWORK SUNDRIES

I Splayed mortar fillets one course high in 50mm cavities m 25

J Closing 50mm cavities of hollow walls vertically with brickwork halfbrick wide m 49


- 1 5 -222


A Closing 50mm cavities of hollow walls horizontally with one courseof brickwork m 39


B Extra over for fair face m2 33


C 75mm Wide reinforcement built in horizontally m 1 546

D 150mm Wide reinforcement built in horizontally m 506


E 110 x 75mm Lintels in lengths not exceeding 3m m 22

F 110 x 75mm Lintels in lengths exceeding 3m and not exceeding4,5m m 31


G 110mm Wide turning pieces m 8

H 230mm Wide turning pieces m 15


I 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork (LI) No 21

FACE BRICKWORK


J Extra over brickwork for face brickwork m2 167

K Extra over brickwork for brick-on-end soldier course lintels onecourse high, pointed on face and 110mm soffit m 31

L Fair raking cutting m 23


- 1 6 -223



A 220mm Wide sills set sloping and slightly projecting m 39



DECORATIVE SCREEN WALLS AND GRILLES

Screen walls of airbrick grille blocks bedded and jointed inclass II mortar, with continuous joints in both directions andpointed with recessed horizontal and vertical joints

B 190mm Walls pointed on both sides and in openings m2 21

PAVING ETC

Paving of 50mm paving bricks on concrete, bedded andjointed in cement mortar(screed) and pointed with hollowedjoints

C Paving in stretcher bond on 50mm thick mortar bed (screed) m2 362

D Paving in stretcher bond on average 50mm thick mortar bed(screed) to falls m2 221

E Fair circular cutting m 29



F Extra over for fair returned stopped end block No 12

G Extra over for mitred angle block No 9

H 345 x 80mm Thick overall copings weathered on top to 60mmthick along both edges, with drip groove in bottom along bothedges m 23


- 1 7 -224


Bill No. 3

Masonry

COLLECTION

Page AmountNo


-15-

-16-

-17-


- 1 8 -225



BILL NO. 4

WATERPROOFING

PREAMBLES



Waterproofing





A Under surface beds m2 123


B In walls m2 36


C In walls m2 18

D On floors m2 102


- 1 9 -226




A On floors to balconies and roofs m2 251

B Additional membrane at turn-ups including flashing strip 150mmgirth and sealing edge to brickwork or concrete m 70

C Additional membrane at rainwater outlet No 4

PROTECTIVE ROOFING PAINT

Three coats "Silvakote" or other equally approvedbituminous aluminium paint

D On waterproofing to roofs m2 233

WATERPROOFING TO RETAINING WALLS, ETC

Two coats bituminous aluminium paint

E On waterproofing to roofs m2 70

Clean crushed stone dressing free of pyrite or othercontaminants, of 19mm stone evenly spread with largerstones around outlets

F 50mm Thick on waterproofing to flat roofs m2 233



G 10 x 15mm In expansion joints m 24


- 2 0 -227


Bill No. 4

Waterproofing

COLLECTION

Page AmountNo


-20-


- 2 1 -228



BILL NO. 6


PREAMBLES



Fixing



Joinery






- 2 2 -229



FLOORS AND SKIRTINGS

SKIRTINGS

Supawood


DOORS ETC

Solid chipcore flush door with 8mm hardwood edging allaround, hung to steel frames

B 44mm Door 762 x 2032mm high (D-08) No 2

C 44mm Door 870 x 2032mm high No 1

D 44mm Door 920 x 2100mm high (D-09) No 1


- 2 3 -230


Bill No. 5


COLLECTION

Page AmountNo


-23-


- 2 4 -231



BILL NO. 7


PREAMBLES



Fixing



Ceilings


Bulkheads





- 2 5 -232


Steel components


CEILING TIMBERS, BEADS, INSULATION, ETC

Non-combustible fibreglass insulation of a density of notless than 10kg/m3 bonded with an inert thermo-settingresin

A 50mm Insulation in blanket form closely fitted and laid on top ofbrandering between roof timbers etc m2 61

SUSPENDED CEILINGS


Flush plastered gypsum plasterboard suspendedceilings



All suspended ceilings that are suspended below trusses at1500mm centres are to have a substructure/subframe ofgalvanised Burges Channels of 20 x 40mm at 1200mm centres


- 2 6 -233


Flush plastered gypsum plasterboard suspendedbulkheads



A Vertical portion of bulkheads 300mm high, suspended notexceeding 1m below concrete soffits m 14

B Horizontal portion of bulkheads 800mm wide, suspended notexceeding 1m below concrete soffits m 12


C Ceilings suspended not exceeding 1m below concrete soffits m2 61


D Type SM25 pre-painted recessed wall angles, plugged m 43


- 2 7 -234


Bill No. 6


COLLECTION

Page AmountNo


-26-

-27-


- 2 8 -235



BILL NO. 8


PREAMBLES



Fixing



FLOOR COVERINGS

2.5mm Thick Marmoleum Fresco (colour: Volcanic Ash) orsimilar approved floor sheeting fixed with adhesive strictlyaccording to manufacturers specifications

A On floors m2 8


- 2 9 -236



BILL NO. 9

IRONMONGERY

PREAMBLES



Proprietary items







- 3 0 -237



HINGES, BOLTS, ETC

Manufactured by "Dorma" or similar approved

A Stainless steel two ball bearing butt hinges (DBB-SS-009) Sets 1



B Double action floor spring complete with 7510V stainless steelcover plate (Code:BTS75V/EN1-4) No 4

C PHA3/L one point latch to actie leaf, two point locking bolt(top andbottom) to inactive leaf for double doors up to 2000mm wide,maximum door height 3200mm Sets 1


LOCKS

D 35mm backset cylinder deadlock (Code: D02735) No 14

E 50mm Brass padlock master key No 1

F 66mm five pin Euro-profile double cylinder suitable for master key No 1

G 65mm Euro-profile nickel plated double cylinder deadlock(DDC056501) No 7

H Stainless steel Euro-profile cylinder sash lock case (Code:D036SSS) No 1

I Stainless steel narrow stile cylinder escutcheons (Code DCE-105) No 6

HANDLES


J 590x19mm stainless steel pull handles ( DPH217) Sets 6

K Stainless steel lever handle on rose with escutcheons (Code:CR002) Sets 1



- 3 1 -238



A 300 x 150mm Stainless steel plate (Code: DPP-SS 161) No 12

B 813 x 200mm Kick plate No 12

DOOR CLOSERS


C Variable spring strength regular arm door closer (Code: TS73V EN2-4) No 3

SUNDRIES


D Nickel plated door stop, plugged(Code: DDS-NP-018) No 6

E 2300 sealing compound Sets 2


F 150 x 150 x 1.2mm Stainless steel plate engraved with kitchensymbol (Code: DSS135) No 2

G 160 x 160 x 0.9mm Stainless steel plate with arrow symbol No 4

H 160 x 160 x 0.9mm Stainless steel plate with fire exit, fireextinguisher, fire hose reel or fire hydrant symbol No 4


- 3 2 -239


A 150 x 150 x 1.2mm Stainless steel plate engraved with male orfemale symbol No 2

B 150 x 150 x 1.2mm Stainless steel plate engraved with parapllegicsymbol No 2

BATHROOM FITTINGS

C 153 x 153 x 65mm Deep stainless steel toilet roll holder, plugged No 3

D 241 x 86 x 243mm Deep 0.8mm thick stainless steel recessedsoap dispenser, with 1 litre capacity, front push button andcylinder lock, plugged No 3

E Stainless Stell paper towel dispenser, plugged No 3

F 32mm stainless steel back grab rail, 750mm long, plugged No 1

G 32mm stainless steel back grab rail, 900mm long, plugged No 1


- 3 3 -240


Bill No. 8

Ironmongery

COLLECTION

Page AmountNo


-31-

-32-

-33-


- 3 4 -241



BILL NO. 10


PREAMBLES



Descriptions







A 305x165x40Kg/m I-section universal beams t 1.99

STEEL GUTTERS AND RAINWATER PIPES

1mm Welded plate gutters

B Box gutters 750mm girth, four times bent along length includingnecessary collared and sealed expansion joints (bearerselsewhere) t 1.20


C High tensile bolts (class 8.8) t 0.50


- 3 5 -242


A 16mm Diameter L-shaped threaded anchor bolt 455mm girthembedded in top of concrete No 16

CONNECTIONS TO STEELWORK - ADMINISTRATIONBUILDING

B Connections to steelwork complete including bolts, base plates,connection plates, welding, etc t 1.51

TESTS

Weld testing

C X-Ray test of 500mm long butt weld joint to 10mm thick web plate No 20


- 3 6 -243


Bill No. 9


COLLECTION

Page AmountNo


-36-


- 3 7 -244



BILL NO. 11

METALWORK

PREAMBLES



Descriptions










- 3 8 -245










HOT DEEP GALVANISED STEEL BALUSTRADING

A 1025mm high tubular forged stanchion - 32mm with 60mm ballm 80

STEEL GATES, SCREENS, ETC

B Single gate size 900 x 2125mm high as per Architect detail D-07 No 1




- 3 9 -246



----------------------------------------

SHOPFRONT

Powder coated aluminium doors as per Architect doorschedule, complete with subframes, ironmongery,glass, sealing, etc and fixing to brickwork or concrete

A Purpose made door size 1725 x 2465mm high overal size withsingle door size 813 x 2425mm high (D01,D03,D05,D06)

No 3


- 4 0 -247



Powder coated casement windows, complete withsubframes, ironmongery, glass, sealing, etc and fixingto brickwork or concrete

A Purpose made window, 2075 x 600mm high(W-06,W-08) No 2

B Purpose made window, 2135 x 600mm high(W-01,W-03) No 2

C Purpose made window, 3915 x 600mm high(W-02) No 1

D Purpose made window, 3600 x 600mm high(W-05,W-10) No 2

E Purpose made window, 3665 x 600mm high(W-09,W-11) No 2

F Purpose made window, 4215 x 600mm high(W-04,W-12) No 2

STEEL ROLLER SHUTTERS ETC

"Roll-Up Serranda "or equal approved series 2800galvanised steel powder coated roller shutters with76mm slats, fixed to brickwork or concrete

G Electrically operated slatted roller shutter for 2400 x 2465mm highopening, including electrical connection and commissioning(electrical isolator elsewhere) (D02) No 1

H Electrically operated slatted roller shutter for 2100 x 1575mm highopening, including electrical connection and commissioning(electrical isolator elsewhere) (D04) No 1


- 4 1 -248


Bill No. 10

Metalwork

COLLECTION

Page AmountNo


-39-

-40-

-41-


- 4 2 -249



BILL NO. 12

PLASTERING

PREAMBLES



GRANOLITHIC

Method


Preparation


Mix


Panels



- 4 3 -250



Laying






Colour



SCREEDS



GRANOLITHIC


B 30mm Thick on floors and landings m2 112

INTERNAL PLASTER


- 4 4 -251



A On walls m2 168



C On walls m2 191

D On narrow widths m2 24


E On ceilings m2 163

EXTERNAL PLASTER


F On walls m2 38

G On narrow widths m2 2


- 4 5 -252


CORNER PROTECTORS, DIVIDING STRIPS, ETC

A 40 x 3.5mm Flat section brass dividing strips between differingfloor finishes m 12

B 75 x 75 x 1.6mm Thick stainless steel corner protector m 10


- 4 6 -253


Bill No. 11

Plastering

COLLECTION

Page AmountNo


-44-

-45-

-46-


- 4 7 -254



BILL NO. 13

TILING

PREAMBLES



Fixing





WALL TILING

300 x 600 x 10mm Grespania Meteor "Blanco Relieve"(Code: 47ME42R) Anti-slip full bodied or equal andapproved porcelain tiles fixed with adhesive to plaster asper manufacture's recommendations (plaster elsewhere)

A On walls m2 160

B On walls in isolated panels, splashbacks, etc not exceeding m2 12

C On narrow widths m2 5

FLOOR TILING


- 4 8 -255


600 x 600 x 9mm Evalution tiling (Code: CE6GN.CA) Fullbody bush hammered non-slip Porcelain floor tiles or otherequal approved, fixed with adhesive to screed (screedelsewhere) and flush pointed with waterproof grout


B On narrow widths not exceeding 300mm wide m2 8

600 x 600 x 9mm Evalution Tiling code CE6GS.CA FullBody matt Porcelain floor tiles or other equal approved, fixedwith adhesive to screed (screed elsewhere) and flushpointed with waterproof grout

C On floors and landings m2 38

D On narrow widths not exceeding 300mm wide m2 16

E Skirting 75mm high (of cut tiles 600mm) m 33


- 4 9 -256


Bill No. 12

Tiling

COLLECTION

Page AmountNo


-49-


- 5 0 -257



BILL NO. 14


PREAMBLES




Wire gratings


Stormwater channels


French drains


Septic tanks



- 5 1 -258







Sealing of edges











- 5 2 -259





Copper pipes



Reducing fittings


Fixing of pipes





- 5 3 -260














General




- 5 4 -261





As-built drawings



- 5 5 -262


PLUMBING

RAINWATER DISPOSAL


A 100mm Rainwater pipes m 22

B Extra over rainwater pipe for plinth bend No 6

C Extra over rainwater pipe for shoe No 6

Cast iron fullbores

D 110mm fullbore outlet No 6


SANITARY FITTINGS

Stainless steel

E 1200 x 535mm sink with two 435 x 345mm centre bowls oncupboard (cupboard elsewhere) No 1

Precast

F 1065 x 650 x 900mm High double concrete wash trough No 1


SANITARY FITTINGS


G Low level WC suite with a 90 degree outlet washdown pan andmatching 6 litre siso cistern complete with lid, fitment and flushpipe No 2

H Paraplegic WC pan with matching 9 litre cistern complete with lid,fitment and purpose made chromium plated side flush lever anddouble flap white epoxy painted wooden seat No 1

I 595 x 455mm Vanity basin mounted in vanity slab or cupboard top(vanity slab or cupboard elsewhere measured) No 3

J 510 x 405mm basin fixed on wall including brackets No 1


- 5 6 -263


WASTE UNIONS ETC


A 38mm Bath or sink waste union No 1

B 32mm 340 CP bottle trap No 3

TRAPS ETC


C 40mm Reseal combination for double bowl with reseal "P' trap No 1

TAPS, VALVES, ETC


D 15mm CP swan neck swivel sink mixer No 1

E 22mm Brass fullway gate valve No 1

F Pressure control valve with vacuum breaker No 1

SANITARY PLUMBING

uPVC pipes

G 50mm pipe m 10

H 110mm Pipesm 6


I 50mm Bend No 3

J 50mm Junction No 1

K 50mm Access bend No 1

L 110mm Reducing junction No 1

M 110 x 50mm Reducing junction No 1

N 110mm Double junction No 1

O 110mm Bend No 2


- 5 7 -264


A 110mm Pan connector No 3

B 110mm Access bent pan connector with anti-syphon horn No 3

C 110mm Access junction No 6

D 110mm Access reducing junction No 6

E 110mm Access double junction No 1

F 110mm Air vent cowl No 1

G 110mm "GI Two-way" vent valve No 1

Sundries

H Testing waste pipe system Item

WATER SUPPLIES


I 15mm Pipes m 10

J 22mm Pipes m 5

K 28mm Pipes m 5

L 35mm Pipes m 6

M 15mm Pipes chased in walls m 4

N 22mm Pipes chased in walls m 9

O 28mm Pipes chased in walls m 7


P 15mm Fittings No 12

Q 22mm Fittings No 8

R 28mm Fittings No 8

S 35mm Bend No 5

T 35mm Tee No 5


- 5 8 -265



A 15mm Fittings No 5

B 22mm Fittings No 5

C 35mm Adaptor No 7


Sundries

D Testing water pipe system Item

"Kwikot" or similar approved

E 200 Litre horizontal wall mounted electric geyser No 1

HOLES ETC


F 250mm Reinforced concrete slab, beam, wall, etc No 2


G 250mm Reinforced concrete slab, beam, wall, etc No 2


H 250mm Reinforced concrete slab, beam, wall, etc No 2

FIRE APPLIANCES ETC

I Fire hose reel complete with 30m rubber hose, chromium platedstopcock, shut-off nozzle and wall bracket No 1

J 4.5kg Dry chemical powder fire extinguisher including 120 x 20 x2mm mild steel strip bent and twiced screwed to 520 x 100 x22mm hardwood to form hook No 2

K 5kg Carbon dioxide fire extinguisher No 2


- 5 9 -266


Bill No. 13


COLLECTION

Page AmountNo


-52-

-53-

-54-

-55-

-56-

-57-

-58-

-59-


- 6 0 -267



BILL NO. 15

GLAZING

PREAMBLES



Float glass


Laminated glass


GLAZING TO STEEL WITH PUTTY





B Mirror 600 x 900mm high No 1


- 6 1 -268



BILL NO. 16

PAINTWORK

PREAMBLES



PREPARATORY WORK TO EXISTING WORK

Previously painted plastered surfaces

Surfaces shall be thoroughly washed down and allowed to drycompletely before any paint is applied. Blistered or peeling paintshall be completely removed and cracks shall be opened, filledwith a suitable filler and finished smooth

Previously painted metal surfaces

Surfaces shall be thoroughly rubbed and cleaned down. Blisteredor peeling paint shall be completely removed down to bare metal

Previously painted wood surfaces

Surfaces shall be thoroughly cleaned down. Blistered or peelingpaint shall be completely removed and cracks and crevices shallbe primed, filled with suitable filler and finished smooth



COLOURS




- 6 2 -269





A Walls m2 193

B Ceilings and beams m2 58



C Ceilings and cornices, including priming metal cover strips andnailheads m2 163


ON METAL SURFACES


D Gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) (LI) m2 4

E Eaves gutters m2 21

ON WOOD SURFACES


F Doors m2 14


- 6 3 -270


Bill No. 15

Paintwork

COLLECTION

Page AmountNo


-63-


- 6 4 -271



BILL NO. 17

PROVISIONAL SUMS

PREAMBLES


NOTES:








- 6 5 -272





JOINERY

A Provide the amount of R 70,000.00 (Seventy Thousand Rand) forjoinery work Item 70 000 00

B Profit %


BALUSTRADE

D Provide the amount of R 110,500.00 (One Hundred TenThousand and Five Hundred Rand) for balustrade Item 110 500 00

E Profit %



- 6 6 -273


Bill No. 16

Provisional Sums

COLLECTION

Page AmountNo


-66-


- 6 7 -274


SECTION SUMMARY - Section No.3.3 - Training building


1 -6-Earthworks


3 -18-Masonry

4 -21-Waterproofing




8 -34-Ironmongery


10 -42-Metalwork

11 -47-Plastering

12 -50-Tiling


14 -61-Glazing

15 -64-Paintwork


Carried to Final Summary RSection No.3.3 - Training buildingContractPart C2: Pricing Data

- 6 8 -275



BILL NO. 1


PREAMBLES



Nature of ground

The nature of the ground is as described in the Soil Investigationreport

Subterranean water






Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 1Part C2: Pricing Data

- 1 -276


Filling


Testing



EXCAVATIONS, ETC


A Trenches m3 172

B Holes m3 678

C Thickening under surface beds etc m3 1


D Soft rock m3 170

E Hard rock m3 85


F Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 516


G Sides of trench and hole excavations not exceeding 1,5m deep m2 847


H Keeping excavations free of all water other than subterraneanwater Item

FILLING ETC


- 2 -277



A Backfilling to trenches, holes, etc m3 258


B Under floors, steps, pavings, etc m3 39


C Compaction of ground surface under floors etc including scarifyingfor a depth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 93% ModAASHTO density m2 1 447

SOIL POISONING


D Under floors etc including forming and poisoning shallow furrowsagainst foundation walls etc, filling in furrows and ramming m2 1 447

E To bottoms and sides of trenches etc m2 1 436

TESTS


F "Modified AASHTO Density" test No 10

G "Natural California Bearing Ratio" test No 10

H "Field Density" test, including "Optimum Moisture Content" test(four readings per test) No 10


- 3 -278


Bill No. 1

Earthworks

COLLECTION

Page AmountNo


-2-

-3-

Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 1Part C2: Pricing Data

- 4 -279



BILL NO. 2


PREAMBLES



Cost of tests


Formwork



CONCRETE



15MPa/13mm concrete

A Filling between brick skins m3 23


- 5 -280


15MPa/19mm concrete

A Surface blinding m3 22


35MPa/19mm concrete


C Bases m3 158

D Strip footings m3 49


30MPa/19mm concrete

E Slabs including beams and inverted beams m3 24

F Columns in foundations (Provisional) m3 5

G Walls m3 58

H Columns m3 51

TEST BLOCKS

I Making and testing 150 x 150 x 150mm concrete strength testcube (Provisional) No 350


- 6 -281


CONCRETE SUNDRIES


A Surface beds, slabs, etc m2 67


B Surface beds, slabs, etc m2 1 464

MOVEMENT JOINTS ETC


C Not exceeding 300mm high to edges of surface beds m 80


D Surface beds not exceeding 300mmm thick m 50

Saw-cut joints

E 6 x 25mm Saw-cut joints in top of concrete m 60

FORMWORK




F Walls m2 465


G Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 1.5m and not exceeding 3.5m high m2 23

H Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 3.5m and not exceeding 5.0m high m2 44

Smooth formwork to circular columns

I 400mm Diameter column 9400m high No 55



- 7 -282




A Various diameters of steel reinforcement t 62


B Type 395 fabric reinforcement in concrete surface beds, slabs, etc m2 1 447

C Type ref 617 fabric reinforcement in concrete surface beds, slabs,etc m2 770


- 8 -283


Bill No. 2


COLLECTION

Page AmountNo


-6-

-7-

-8-


- 9 -284



BILL NO. 3

MASONRY

PREAMBLES



BRICKWORK



Hollow walls




Face bricks


Pointing


BRICKWORK



- 1 0 -285




A One brick walls m2 42

B 280mm Composite walls formed of two half brick skins with 50mmcavity between including wire ties filled with concrete (concreteelsewhere measured) m2 92



D 230mm Wide reinforcement built in horizontally m 540

BRICKWORK

SUPERSTRUCTURE


E Half brick walls m2 39

F One brick walls m2 182

G 280mm Hollow walls including butterfly galvanised steel wire tieswith 50mm cavity filled in concrete (concrete elsewheremeasured) m2 326


- 1 1 -286


BRICKWORK SUNDRIES


A 75mm Wide reinforcement built in horizontally m 110

B 150mm Wide reinforcement built in horizontally m 1 084



D 110 x 75mm Lintels in lengths not exceeding 3m m 35

E 110 x 75mm Lintels in lengths exceeding 3m and not exceeding4,5m m 21


F 230mm Wide turning pieces m 22


G 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork No 76

FACE BRICKWORK


H Extra over brickwork for face brickwork m2 326

I One brick walls pointed on both sides m2 186

J Brick-on-edge header course lintels one course high, pointed onface and 110mm soffit m 21


K 220mm Wide sills set sloping and slightly projecting m 27


- 1 2 -287


Bill No. 3

Masonry

COLLECTION

Page AmountNo


-11-

-12-


- 1 3 -288



BILL NO. 4

WATERPROOFING

PREAMBLES



Waterproofing







B In walls m2 325


C In walls m2 28

D On floors m2 3


- 1 4 -289



BILL NO. 5

ROOF COVERINGS

PREAMBLES




0.58mm profile semi-opaque 35% light transmissiontranslucent polycarbonate sheeting with 30mm side laps and30mm end laps, fixed to steel purlins or rails

A Side cladding m2 160

0.53mm TCT in clean COLORBOND steel metallic coatingAZ150 and accessories, fixed to steel purlins atrecommended centres (Refer Architect spec G1)

B Roof covering with pitches not exceeding 25 degrees m2 1 972

C Narrow and broad flute closers 35mm girth m 197

D Side cladding m2 1 081

E Extra over roof covering for 90 degree bullnose to 450mm radiusat eaves m 196


- 1 5 -290



BILL NO. 6


PREAMBLES



Fixing



Joinery






- 1 6 -291



EAVES, VERGES, ETC

Medium density plain fibre-cement fascias and barge boards

A 225 x 12mm Fascias and barge boards, including galvanised steelprofile joiners m 184

DOORS ETC

44mm Thick solid door with 8mm hardwood edging allaround, hung to steel frames

B 44mm Door 706 x 2053mm high with and including 500 x 320mmaluminium ventilation louvre (D-06 for Refuelling building) No 1

C 44mm Door 856 x 2053mm high with and including 500 x 320mmaluminium ventilation louvre (D-08 for Refuelling building) No 2

D 44mm Door 806 x 2053mm high with and including 500 x 320mmaluminium ventilation louvre (D-09 for Refuelling building) No 1

E 44mm Door 856 x 2053mm high (D-05 for Refuelling building) No 1


- 1 7 -292


Bill No. 6


COLLECTION

Page AmountNo


-17-


- 1 8 -293



BILL NO. 7


PREAMBLES



Fixing



Ceilings


Bulkheads





- 1 9 -294


Steel components


CEILING TIMBERS, BEADS, INSULATION, ETC

Non-combustible clear polyethylene fibreglass"Lambdaboard" insulation with overall density of 40kg/m3

A 100mm Insulation in blanket form closely fitted and laid on top ofbrandering between roof timbers etc m2 240

SUSPENDED CEILINGS





B Ceilings suspended exceeding 1m and not exceeding 2m belowconcrete soffits m2 24


C Type SM25 pre-painted recessed wall angles, plugged m 25


- 2 0 -295


Bill No. 7


COLLECTION

Page AmountNo


-20-


- 2 1 -296



BILL NO. 8

IRONMONGERY

PREAMBLES



Proprietary items








- 2 2 -297


HINGES, BOLTS, ETC


A Stainless steel WC indicator with turn knobfor physically impaired (Code: DWC-006) Sets 1

B Facility w.c. indicator bolt (Code: 37651AS) No 1

LOCKS


C 43mm Nickel plated Euro profile single cylinder lock (Code:DSC054201) No 1

D Stainless bathroom/WC dead lock (Code: D032D) No 1

E Stainless steel Euro profile cylinder sash lock case (Code: D036S) No 1


- 2 3 -298


HANDLES


A Stainless steel lever handle on rose with one 1 escutcheon (Code:CR002) Pairs 1

B 590 x 19mm Stainless steel flush pull handles (Code: DPH217) Pairs 3




C 856 x 300mm Stainless steel kick plate (Code: DKP-SS-161) No 1

DOOR CLOSERS


D Parallel arm delayed action door closer with bracket fixed to metal(Code: TS83/EN2-6) No 1

E Variable spring strength regular arm door closer (Code: TS73V EN2-4) No 3

SUNDRIES


F Nickel plated floor stop, plugged (Code: DDS-NP-018) No 4

BATHROOM FITTINGS

G 153 x 153 x 65mm Deep stainless steel toilet roll holder, plugged No 6

H 241 x 86 x 243mm Deep 0.8mm thick stainless steel recessedsoap dispenser, with 1 litre capacity, front push button andcylinder lock, plugged No 1

I 800mm Centre to centre stainless steel back grab rail (Code:DGR-SS-151) No 2

J Stainless steel side grab rail, plugged (Code: DGR-SS-152) No 2



- 2 4 -299



A 150 x 150 x 1.2mm Stainless steel plate engraved with malesymbol (Code: DSS130) No 2

B 150 x 150 x 1.2mm Stainless steel plate engraved with femalesymbol (Code: DSS131) No 1

C 150 x 150 x 1.2mm Stainless steel plate engraved with mobilityimpaired signage (Code: DSS133) No 1


- 2 5 -300


Bill No. 8

Ironmongery

COLLECTION

Page AmountNo


-23-

-24-

-25-


- 2 6 -301



BILL NO. 9


PREAMBLES



Descriptions







A 254 x 146 x 31Kg/m I-section rafter beams t 3.26


B 254 x 146 x 31Kg/m I-section columns t 0.71


- 2 7 -302




A 225 x 75 x 20 x 3mm Thick lipped channel section girts t 1.89

B 225 x 75 x 20 x 3mm Thick cold-formed lipped channel purlins t 3.78


C Lipped channel anti-sag rails t 0.54

D Hollow section struts t 1.68

TESTS

Weld testing

E X-Ray test of 500mm long butt weld joint to 10mm thick web plate No 10


- 2 8 -303


Bill No. 9


COLLECTION

Page AmountNo


-28-


- 2 9 -304



BILL NO. 10

METALWORK

PREAMBLES



Descriptions










- 3 0 -305










WELDED SCREENS, GATES, ETC

Screens and gates to door frames

A Single gate 900 x 2125mm high of 32 x 32mm galvanised steelsquare hollow section outer frame and 25 x 25mm vertical squarehollow sections at 125mm centres welded to outer frame includinghinges bolted to brick walls No 1


- 3 1 -306






B Frame for door size 706 x 2053mm high No 1

C Frame for door size 856 x 2053mm high No 3




----------------------------------------

SHOPFRONT

Natural anodised aluminium doors as per Architectdoor schedule, complete with subframes, ironmongery,glass, sealing, etc and fixing to brickwork or concrete

D Purpose made door size 920 x 2125mm high (D-04 for Refuellingbuilding) No 1


Natural anodised casement windows as per Architect'swindow schedule, complete with subframes,ironmongery, glass, sealing, etc and fixing to brickworkor concrete

E Purpose made window size 1800 x 1500mm high (W-01, W-02,W-03, W-04 and W-05 for Refuelling building and W-01, W-02and W-03 for Wash bay ) No 9

F Purpose made window size 900 x 1500mm high ( W-04 for Washbay ) No 1


- 3 2 -307


A Purpose made window size 2700 x 900mm high (W-06 forRefuelling building) No 1

B Purpose made window size 2660 x 900mm high (W-08 forRefuelling building) m 1

C Purpose made window size 3355 x 900mm high (W-07 forRefuelling building)

No 1


'Bitcon" Type D doors or similar approved

D 1,6mm Mild steel transformer door size 915 x 2440mm high withrebated frame supplied complete with 100mm heavy duty 4.2 mmthick flanged brass hinges suitable for one brick wall No 2

E 1,6mm Mild steel transformer double door size 1830 x 2440mmhigh with rebated frame suplied complete with 100mm heavy duty4.2 mm thick flanged brass hinges suitable for one brick wall No 6

STEEL ROLLER SHUTTERS ETC

"Roll-Up Serranda "or equal approved series 2800galvanised steel powder coated roller shutters with76mm slats, fixed to brickwork or concrete

F Electrically operated powder coated slatted roller shutter for 2400x 2400mm high opening, including electrical connection andcommissioning (electrical isolator elsewhere) No 1


Aluminium framed shower cubicle panels and doors withframes, sliding gear, pivot hinges, cleats, stops, etc and5mm toughened obscure safety glass, plugged to tiled wallsand sealed with silicone sealant as per Architect'sspecification

G Pivot door 900 x 1850mm high No 4


- 3 3 -308


Bill No. 10

Metalwork

COLLECTION

Page AmountNo


-31-

-32-

-33-


- 3 4 -309



BILL NO. 11

PLASTERING

PREAMBLES



SCREEDS



INTERNAL PLASTER


B On walls m2 765

C On narrow widths m2 12


- 3 5 -310



BILL NO. 12

TILING

PREAMBLES



Fixing





WALL TILING


A On walls m2 182

B On walls in isolated panels, splashbacks, etc not exceeding m2 3

FLOOR TILING


- 3 6 -311




B Skirting 150mm high (of cut tiles 600mm) m 93


- 3 7 -312


Bill No. 12

Tiling

COLLECTION

Page AmountNo


-37-


- 3 8 -313



BILL NO. 13


PREAMBLES




Wire gratings


Stormwater channels


French drains


Septic tanks



- 3 9 -314







Sealing of edges











- 4 0 -315





Copper pipes



Reducing fittings


Fixing of pipes





- 4 1 -316














General




- 4 2 -317





As-built drawings



- 4 3 -318



A 150 x 100mm Roof gutters with beaded front edge m 160

B 100 x 75mm Roof gutters with beaded front edge m 82

C Extra over gutter for stopped end No 10

D 75mm Rainwater pipes m 48

E Extra over rainwater pipe for plinth bend No 15

F Extra over rainwater pipe for shoe No 15


SANITARY FITTINGS

Franke or equal approved

G 600 x 500mm Stainless steel Hospital sink with single 600 x 500x 258mm end bowl on cupboard (Code: 350960) No 1


H 455 x 290mm Semi-rectangular "Bantam" basin with two semipunched tapholes, intergrated overflow, and chainstay holethrough the semi punched taphole No 7

I "Daisy" vitreous china semi closed coupled washdown pan with 90degree outlet open rim and fitted with double flap heavy dutyplastic seat (flush valve and flush pipe elsewhere) No 5

J "Pearl Paraplegic" floor mounted paraplegic washdown suite(Code: 7300sc) comprising semi close couple 90 degree outletopen rim wash pan and matching 9 litre cistern, including lid,fitments and purpose made chromium plated side flush lever No 1

K Vitreous china wall hung "Flatback"urinal (code 705326). Overallsize 415 x 315 x 275mm including chromium plated domicalgrating (code 8787Z0) and chromium plated top inlet spreader(code 8543Z0) and two hangar bracket (code 8127Z0) No 2

WASTE UNIONS ETC


L 32mm Basin waste union No 8


- 4 4 -319


A 32mm Bottle trap No 11

B 38mm Bath or sink waste union No 1

TRAPS ETC


C 40mm brass shower trap with chromium plated grating No 4

TAPS, VALVES, ETC


D 15mm 112-CP pillar tap No 14

E 4-Way diverter 1/2" BSP female shower outlet code 061CP No 4

F 15mm chromium plated angle regulating valve and flexibleconnection pipe No 10

G 160mm Diameter shower head (Code 075-15) No 4

H Junior flushmaster FJ6000 with flushpipe No 2


- 4 5 -320


SANITARY PLUMBING

uPVC pipes

A 50mm pipe m 29

B 110mm Pipesm 9

C 110mm Pipes laid in and including trenches not exceeding 1mdeep m 12


D 50mm Bend No 10

E 50mm Junction No 7

F 50mm Access bend No 6

G 110mm Reducing junction No 2

H 110 x 50mm Reducing junction No 6

I 110mm Double junction No 3

J 110mm Bend No 6

K 110mm Pan connector No 6

L 110mm Access bent pan connector with anti-syphon horn No 3

M 110mm Access junction No 2

N 110mm Access reducing junction No 2

O 110mm Access double junction No 2

P 110mm Air vent cowl No 2

Q 110mm "GI Two-way" vent valve No 3

Sundries

R Testing waste pipe system Item

WATER SUPPLIES


- 4 6 -321



A 15mm Pipes m 52

B 22mm Pipes m 2

C 28mm Pipes m 18

D 35mm Pipes m 15








K 35mm Bend No 24

L 35mm Tee No 12






- 4 7 -322


Bill No. 13


COLLECTION

Page AmountNo


-40-

-41-

-42-

-43-

-44-

-45-

-46-

-47-


- 4 8 -323



BILL NO. 14

GLAZING

PREAMBLES



Float glass


Laminated glass








- 4 9 -324



BILL NO. 15

PAINTWORK

PREAMBLES





COLOURS





One coat wall and all pure acrylic emulsion paint for interior

A Walls m2 405


B Walls m2 18

ON FIBRE-CEMENT BOARD SURFACES

One coat alkali resistant primer and three coats PVAemulsion paint for exterior use

C Fascias and barge boards, including priming metal jointing strips m2 51

ON METAL SURFACES


- 5 0 -325



A Door frames m2 11

B Transformer room doors and frames m2 65

"Nullifier" intumescent coating, with a fire potection of120 minutes

C On columns and beams m2 135

D On members of roof trusses m2 231


E Gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) m2 4

F Eaves gutters m2 83

ON WOOD SURFACES


G Doors m2 21


- 5 1 -326


Bill No. 15

Paintwork

COLLECTION

Page AmountNo


-51-


- 5 2 -327



BILL NO. 16

PROVISIONAL SUMS

PREAMBLES


NOTES:








- 5 3 -328





CIVIL WASH BAY

A Provide the amount of R 2 550 ,600.00 (Two Million, Five Hundredand Fifty Thousand, Six Hundred Rand) for the construction andinstallation of the Wash bay complete Item 2 550 600 00

B Profit %



- 5 4 -329


Bill No. 16

Provisional Sums

COLLECTION

Page AmountNo


-54-


- 5 5 -330


SECTION SUMMARY - Section No.3.4: Refuelling Building and Washbay


1 -4-Earthworks


3 -13-Masonry

4 -14-Waterproofing




8 -26-Ironmongery


10 -34-Metalwork

11 -35-Plastering

12 -38-Tiling


14 -49-Glazing

15 -52-Paintwork


Carried to Final Summary RSection No.3.4: Refuelling Building and WashbayPart C2: Pricing Data

- 5 6 -331



BILL NO. 1


PREAMBLES



Nature of ground

The nature of the ground is as described in the Soil Investigationreport.

Subterranean water






Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 1Part C2: Pricing Data

- 1 -332


Filling


Testing





A Trenches m3 20

B Holes m3 12

C Reduced levels under floors m3 21

Excavate in "earth" exceeding 2m but not exceeding 4mdeep below reduced or consolidated filled ground

D Trenches m3 48

E Holes m3 435


F Not exceeding 500mm deep for placing and removing formwork towalls etc, 200mm away from excavated face m2 140

G Exceeding 500mm and not exceeding 1500mm deep for placingand removing formwork to walls etc, 200mm away from excavatedface m2 28


H Soft rock m3 102

I Hard rock m3 51


- 2 -333



A Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 139


B Sides of trench and hole excavations not exceeding 1,5m deep m2 829


C Keeping excavations free of all water other than subterraneanwater Item

FILLING ETC


D Backfilling to trenches, holes, etc m3 411




F Under floors, steps, pavings, etc m3 18


G Compaction of ground surface under floors etc including scarifyingfor a depth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 93% ModAASHTO density m2 57

SOIL POISONING


H Under floors etc including forming and poisoning shallow furrowsagainst foundation walls etc, filling in furrows and ramming m2 57

I To bottoms and sides of trenches etc m2 1 022


- 3 -334


TESTS


A "Modified AASHTO Density" test No 5

B "Natural California Bearing Ratio" test No 5

C "Field Density" test, including "Optimum Moisture Content" test(four readings per test) No 5


- 4 -335


Bill No. 1

Earthworks

COLLECTION

Page AmountNo


-2-

-3-

-4-

Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 1Part C2: Pricing Data

- 5 -336



BILL NO. 2


PREAMBLES



Cost of tests


Formwork





15MPa/19mm concrete

A Surface blinding m3 14



- 6 -337


30MPa/19mm concrete

A Surface beds cast in panels on waterproofing m3 10

B Strip footings m3 10

C Columns in foundations (Provisional) m3 8

D Circular columns in foundations (Provisional) m3 18


F Bases m3 80


30MPa/19mm concrete

G Slabs including beams and inverted beams m3 18

H Walls m3 5

I Columns m3 102

TEST BLOCKS

J Making and testing 150 x 150 x 150mm concrete strength testcube (Provisional) No 140

CONCRETE SUNDRIES


K Surface beds, slabs, etc m2 57

Stoncor Pro-struct 528 non-shrink grout or equal approved

L Bedding approximately 35mm thick under 220 x 120mm platebetween concrete column and overhead beam No 24

M Bedding approximately 25mm thick under 245 x 180mm platebetween concrete column and side girts No 32

N Bedding approximately 30mm thick under 500mm diameter plateto top of column No 15

MOVEMENT JOINTS ETC


- 7 -338



A Not exceeding 300mm high to edges of surface beds m 42

B Exceeding 300mm wide through columns m2 33


C Surface beds not exceeding 300mmm thick m 10

D Slabs not exceeding 300mm thick m 5

Saw-cut joints

E 6 x 25mm Saw-cut joints in top of concrete m 15

FORMWORK




F Beams m2 20

G Walls with total height exceeding 3m and not exceeding 4.5mabove bearing level m2 41

H Rectangular columns m2 25


I Slabs not exceeding 250mm thick propped up exceeding 3m andnot exceeding 4.5m above bearing level m2 13

Boxing in smooth formwork to form

J 2360 x 50 x 85mm Recess in junction between concrete wall,beam and roof slab No 1

K 4640 x 50 x 85mm Recess in junction between concrete wall,beam and roof slab No 1

L 2360 x 120 x 85mm Recess in junction between concrete beamand roof slab No 1


- 8 -339


A 4640 x 120 x 85mm Recess in junction between concrete beamand roof slab No 1

B 85 x 50mm Vertical chases or grooves in sides m 6

Boxing out smooth formwork to form

C Sloping window sills as per detail No.2 of drawing No.PSPT38/2013/000/04/200/700 m 4

D 900 x 1500mm opening for window (W-01) through 230mm thickconcrete wall No 1

E 1980 x 1500mm opening for window (W-02) through 230mm thickconcrete wall No 1

F 900 x 1500mm opening for window (W-04) through 230mm thickconcrete wall No 1

G 920 x 2465mm opening for door (D-01) through 230mm thickconcrete wall No 2

SPECIAL FORMWORK TO CIRCULAR COLUMN(DEGREE OF ACCURACY I)

H 500mm Diameter column 11.5m high No 15




I Various diameters of steel reinforcement t 55

High tensile steel dowel bars

J 12mm Diameter dowel bar 595mm long with one end embedded550mm deep in side of concrete at expansion joint and other endgreased and wrapped in polythene sheeting, including holethrough formwork No 4


K Type ref 617 fabric reinforcement in concrete surface beds, slabs,etc m2 57


- 9 -340


Bill No. 2


COLLECTION

Page AmountNo


-7-

-8-

-9-


- 1 0 -341



BILL NO. 3

MASONRY

PREAMBLES



BRICKWORK



Hollow walls




Face bricks


Pointing


BRICKWORK



- 1 1 -342




A Piers m3 2

B Two brick walls m2 125



FACE BRICKWORK


D Extra over brickwork for face brickwork m2 189

SUPERSTRUCTURE


E Piers m3 2

F Half brick walls m2 22

G One brick walls m2 47

H 280mm Hollow walls of two half brick skins (External Walls) m2 150

I Two brick walls m2 181

BRICKWORK SUNDRIES

J Splayed mortar fillets one course high in 50mm cavities m 69

K Closing 50mm cavities of hollow walls vertically with brickwork halfbrick wide m 44

L Closing 50mm cavities of hollow walls horizontally with one courseof brickwork m 25


M 75mm Wide reinforcement built in horizontally m 1 206

N 150mm Wide reinforcement built in horizontally m 1 515


- 1 2 -343



A 110 x 75mm Lintels in lengths not exceeding 3m m 43


B 110mm Wide turning pieces m 1

C 230mm Wide turning pieces m 36


D 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork No 19

E 1,6mm Hoop iron tie 38mm wide x 750mm long between concreteand brickwork No 150

Air bricks etc

F 229 x 76mm Clay vermin proof air brick No 4

FACE BRICKWORK


G Extra over brickwork for face brickwork m2 450

H One brick walls pointed on both sides m2 17

I Extra over brickwork for brick-on-edge header course lintels onecourse high, pointed on face and 110mm soffit m 36

J Extra over brickwork for face brickwork in soldier courses to top ofwalls m2 15

K Fair raking cutting m 10


L 220mm Wide sills set sloping and slightly projecting m 28




- 1 3 -344



A 110 x 12mm Thick sills set flat and slightly projecting m 30



B 230 x 80mm Thick overall copings weathered on top to 60mmthick along both edges, with drip groove in bottom along bothedges m 13

C 460 x 80mm Thick overall copings weathered on top to 60mmthick along both edges, with drip groove in bottom along bothedges m 34

D Extra over for fair returned stopped end block No 8

E Extra over for mitred angle block No 2

F 350 x 460 x 80mm Thick precast coping to top of brick piers No 3


- 1 4 -345


Bill No. 3

Masonry

COLLECTION

Page AmountNo


-12-

-13-

-14-


- 1 5 -346



BILL NO. 4

WATERPROOFING

PREAMBLES



Waterproofing





A Under surface beds m2 75


B In walls m2 123

Two layers of 375 micron embossed polyethylenedampproof course (SANS 952-1985 type B)

C In walls m2 71

WATERPROOFING TO ROOFS, BASEMENTS, ETC


- 1 6 -347



A On floors to balconies and roofs m2 14

Two coats bituminous aluminium paint

B On waterproofing to roofs m2 14

Clean crushed stone dressing free of pyrite or othercontaminants, of 19mm stone evenly spread with largerstones around outlets

C 50mm Thick on waterproofing to flat roofs m2 14



D 10 x 15mm In expansion joints m 72


- 1 7 -348


Bill No. 4

Waterproofing

COLLECTION

Page AmountNo


-17-


- 1 8 -349



BILL NO. 5

ROOF COVERINGS

PREAMBLES




0.53mm TCT in clean COLORBOND steel metallic coatingAZ150 and accessories, fixed to steel purlins atrecommended centres (Refer Architect spec G1)

A Roof covering with pitches not exceeding 25 degrees m2 582

B Side cladding m2 593

C Ridge cap with serrated broad flute closer and polycloser to eachside m 16

D Soffit cladding m2 36

E Extra over roof covering for 90 degree bullnose to 450mm radiusat eaves m 118

F Narrow and broad flute closers 35mm girth m 15



G Flashings m2 15


- 1 9 -350




A 100mm Thick lambdaboard Insulation boarding in 1200mm widthswith longitudinal flap joints, laid over purlins (at recommendedcentres) and fixed concurrent with roof covering, including holesthrough boards etc m2 89


- 2 0 -351


Bill No. 5

Roof Coverings

COLLECTION

Page AmountNo


-20-


- 2 1 -352



BILL NO. 6


PREAMBLES



Fixing



Joinery






- 2 2 -353



PLATE NAILED TIMBER ROOF TRUSS CONSTRUCTIONETC


Trusses are at maximum 900mm centres

Roof coverings are on purlins

References given in descriptions refer to the respective types oftrusses detailed on the architect's/engineer's drawings

References given in descriptions refer to the respective types oftrusses detailed on the architect's/engineer's drawings for tenderpurposes

Dimensions in descriptions of trusses are nominal and actualmeasurements are to be obtained from the architect/engineerand/or taken on site before design or fabrication commences

Design Responsibility

The contractor shall be responsible for the design of the timberroof construction. The contractor will submit shop drawings forapproval to the engineer/architect within two weeks after the dateof appointment. The contractor shall commence manufacturingonly after written approval of shop drawings from the engineer /architect

Timber roof construction

The following is applicable in respect of prefabricated timberroof truss construction:

Trusses are at maximum 1 500mm centres.The dimensions in thedescriptions of the roofs are scaled and are only a broadindication of the scope of the works. The contractor is required toobtain actual measurements from the Architect and/or the sitebefore design or fabrication commences. Rates to include forcomplete roof structures including all fixing, hoisting, all rafter endsplaying, wall plates, battens, edge battens, bracing, ridge rafters,valley rafters, etc

Site inspection and liaison with main contractor

The trusses subcontractor is advised to liaise with the maincontractor on site and confirm all the dimensions prior to design,fabrication and installation of the timber roof structures


- 2 3 -354


Sawn softwood grade 6 S.A Pine

A Roof construction to single pitched roof, 10.92 x 4.29m overall onplan, including trusses, jack rafters, permanent bracing and 50 x75mm purlins at centres as recommended by the Engineer, etc.,for roof sheeting. (Gatehouse) No 1.00

SKIRTINGS

Hardwood

B 150 x 19mm Skirtings including 19mm quadrant bead, plugged m 57

DOORS ETC

44mm Thick solid door with 8mm hardwood edging allaround, hung to steel frames

C 44mm Door 856 x 2053mm high (D-01 for Staff entrance) No 1

D 44mm Door 856 x 2053mm high (D-02 for security entrance) No 1

E Extra over for 500 x 320mm framed opening for metal louvre unit(louvre unit elsewhere) No 1


- 2 4 -355


Bill No. 6


COLLECTION

Page AmountNo


-23-

-24-


- 2 5 -356



BILL NO. 7


PREAMBLES



Fixing



Ceilings


Bulkheads





- 2 6 -357


Steel components


SUSPENDED CEILINGS



Openings

Prices for openings for light fittings, ventilation grilles, airconditioning diffusers, etc are to include for any necessaryadditional support, trimming around, etc


A Ceilings suspended not exceeding 1m below timber trusses m2 4

B Extra over ceiling for 600 x 600mm trap door of 38 x 38mmwrought softwood rebated framing with one cross brander,covered with ceiling board and fitted flush in opening, includingnecessary trimmers around No 1


C Ceilings suspended not exceeding 1m below concrete soffits orroof trusses

m2 46

D Extra over ceiling for opening for 1200 x 600mm light fitting No 3


- 2 7 -358



A Type SM25 pre-painted recessed wall angles, plugged m 41


- 2 8 -359


Bill No. 7


COLLECTION

Page AmountNo


-27-

-28-


- 2 9 -360



BILL NO. 8


PREAMBLES



Fixing



FLOOR COVERINGS

2.5mm Thick Marmoleum Fresco (colour: Volcanic Ash) orequal approved floor sheeting fixed with adhesive strictlyaccording to manufacturers specifications

A On floors m2 38


- 3 0 -361



BILL NO. 9

IRONMONGERY

PREAMBLES



Proprietary items








- 3 1 -362


LOCKS


A Stainless bathroom/WC sash lock (Code: D035S) No 2

HANDLES


B Stainless steel lever handles on rose with bathroom/WCescutcheons (Code: TH126) Pairs 2



C 856 x 200mm Kick plate No 2


- 3 2 -363


SUNDRIES


A Nickel plated floor stop, plugged (Code: DDS-NP-018) No 2

BATHROOM FITTINGS

B 153 x 153 x 65mm Deep stainless steel toilet roll holder, plugged No 2

C 241 x 86 x 243mm Deep 0.8mm thick stainless steel recessedsoap dispenser, with 1 litre capacity, front push button andcylinder lock, plugged No 2



D 150 x 150 x 1.2mm Stainless steel plate engraved with male andfemale symbol (Code: DSS132) No 2

E 150 x 150 x 1.2mm Stainless steel plate engraved with kitchensymbol (Code: DSS135) No 1


- 3 3 -364


Bill No. 9

Ironmongery

COLLECTION

Page AmountNo


-32-

-33-


- 3 4 -365



BILL NO. 10


PREAMBLES



Descriptions







A 139.7 x 3.5mm Thick circular hollow section t 0.40

B 254 x 146 x 31Kg/m I-section overhead beams t 2.27


C 152 x 152 x 37Kg/m H-section columns t 0.81

STEEL PORTAL FRAMES


- 3 5 -366


Welded portal frames with flat bearer, gusset andconnection plates and angle cleats, bolted to concrete

A Double pitched portal frames 8.22m wide x 7.55m high extreme of254 x 146 x 31kg/m I - section rafters and 254 x 146 x 31kg/m UBcolumns (In No 3) t 3.11



B 152 x 76 Taper flange channel t 1.36

C 150 x 50 x 20 x 2.5mm Thick cold-formed lipped channel girts t 1.40

D 225 x 75 x 20 x 2.5mm Thick cold-formed lipped channel purlins t 2.04

E 200 x 100 x 20 x 2.5mm Thick cold-formed lipped channel girts t 1.66


F Angle bracing t 0.86

STEEL TRUSSES

Welded roof trusses of angle rafters, tie beams, rails, struts,braces, cleats, etc and flat bearer, gusset and connectionplates, bolted to steel

G W-Truss 15.05m x 0.698m high extreme (In No 2 ) t 0.37

H N-Truss 3.67 x 0.698m high extreme (In No 2) t 0.08

STEEL GUTTERS AND RAINWATER PIPES

3mm Welded plate gutters

I Box gutters 490mm girth, four times bent along length includingnecessary collared and sealed expansion joints (bearerselsewhere) and gutter edge closed up 60mm from bottom with3mm thick sheet t 0.19

3mm Welded plate rainwater pipes, including holderbats,brackets, etc

J 96mm Internal diameter outlet sleeve pipe to rainwater pipe (rainwater pipe elsewhere measured) t 0.01


- 3 6 -367



A High tensile bolts (class 8.8) t 0.31

B 16mm Diameter L-shaped threaded anchor bolt 750mm girthembedded in top of concrete No 16

C 16mm Diameter chemical mortar stud anchor bolt 280mm girthembedded to sides of concrete No 96

D 16mm Diameter chemical mortar stud anchor bolt 280mm girthembedded to sides of concrete No 128

E 16mm Diameter chemical mortar stud anchor bolt 270mm girthembedded to sides of concrete No 60

STEEL POSTS

The following in concrete walls (Staff Entrance)

F 100 x 100 x 3.5 Square hollow post bolted complete to concreteincluding connections etc (threaded rods elsewhere measured), t 0.06

TESTS

Weld testing

G X-Ray test of 500mm long butt weld joint to 10mm thick web plate No 20


- 3 7 -368


Bill No. 10


COLLECTION

Page AmountNo


-36-

-37-


- 3 8 -369



BILL NO. 11

METALWORK

PREAMBLES



Descriptions










- 3 9 -370












A Frame for door 856 x 2053mm high No 1

1,6mm Double rebated frames suitable for 280mm brickwalls

B Frame for door 856 x 2053mm high No 1




- 4 0 -371



----------------------------------------

Natural anodised aluminium doors as per Architectdoor schedule, complete with subframes, ironmongery,glass, sealing, etc and fixing to brickwork or concrete

A Purpose made door size 820 x 2035mm high overall (D-01 andD-03 for security entrance) No 2

B Purpose made door size, 820 x 2375mm high overall (D-01 forstaff entrance) No 1



C Purpose made window, 690 x 750mm high (W-01 for staffentrance) No 1

D Purpose made window, 730 x 1200mm high (W-02, W-06, W-07for security entrance) No 3

E Purpose made window, 900 x 1500mm high (W-02 and W-04 forstaff entrance) No 2

F Purpose made window, 730 x 1200mm high (W-013 for securityentrance) No 1

G Purpose made window, 1800 x 600mm high (W-010 for securityentrance) No 1

H Purpose made window, 650 x 1200mm high( W-012 for securityentrance) No 1

ALUMINIUM SLIDING WINDOWS


- 4 1 -372



A Purpose made bi-directional sliding window, 1980 x 1500mm high(W-01 for staff entrance) No 1

B Purpose made bi-directional sliding window, 2000 x 1200mm high(W-01, W-08, W11 for security entrance) No 3

C Purpose made bi-directional sliding window, 2400 x 1200mm high(W-05 & W-09 for security entrance) No 2

ALUMINIUM CASEMENT WINDOWS


D Purpose made window, 3080 x 1200mm high (W-03 & W-04 forsecurity entrance) No 2

TURNSTILES

"Turnstar" or other equal approved automatic industrialvehicle barrier

E 3m Length 76.2mm diameter powder coated aluminium barrierarm with red reflective stripe No 3


- 4 2 -373


Bill No. 11

Metalwork

COLLECTION

Page AmountNo


-40-

-41-

-42-


- 4 3 -374



BILL NO. 12

PLASTERING

PREAMBLES



SCREEDS



B 40mm Thick on floors and landings m2 46

C Average 60mm thick on floors with upper surface to falls m2 13

INTERNAL PLASTER


D On walls m2 166

E On narrow widths m2 17


F On walls m2 20

G On narrow widths m2 2

H On ceilings m2 18

EXTERNAL PLASTER


I On walls m2 20

J On narrow widths m2 2


- 4 4 -375



BILL NO. 13

TILING

PREAMBLES



Fixing





WALL TILING


A On walls in isolated panels, splashbacks, etc not exceeding m2 2


- 4 5 -376


FLOOR TILING



SUNDRIES

Stainless steel corner protectors, stair nosings, expansionjoint strips, etc

B "Kirk Marketing M-Trim" Stainless steel edge trim or other equalapproved (Code: SQE120) m 5


- 4 6 -377


Bill No. 13

Tiling

COLLECTION

Page AmountNo


-46-


- 4 7 -378



BILL NO. 14


PREAMBLES




Wire gratings


Stormwater channels


French drains


Septic tanks



- 4 8 -379







Sealing of edges











- 4 9 -380





Copper pipes



Reducing fittings


Fixing of pipes





- 5 0 -381














General




- 5 1 -382





As-built drawings



- 5 2 -383


RAINWATER DISPOSAL

0,6mm Galvanised chromadek sheet steel gutters andrainwater pipes

A 110mm Rainwater pipes m 10

B Extra over rainwater pipe for plinth bend No 2

C Extra over rainwater pipe for shoe No 2


SANITARY FITTINGS

Franke or equal approved

D 900 x 500mm Stainless steel sink with single 410 x 343mm endbowl on cupboard (cupboard elsewhere) No 1

E 600 x 500mm Stainless steel hospital sink with single 600 x 500 x258mm end bowl on cupboard (Code: 350960) No 1


F 510 x 400mm semi-rectangular Daisy basin with threesemi-punched tapholes, integrated overflow and chainstay holethrough the centre No 2

G "Orchid" back inlet (code 439016) wall hung open rim panincluding double flap thermoset seat (code 8531Z0) and floorbracket (code 8082Z0) and fixing set (flush valve and flush pipeelsewhere)

No 2

WASTE UNIONS ETC


H 32mm Basin waste union No 2

I 32mm Bottle trap including tail pipe (C-342/1), capnut (C-342/2and flange for tailpipe (C-3462/3) No 2

J 40mm Bath or sink waste union No 2

TRAPS ETC


- 5 3 -384



A 40mm Sink P-trap No 2

TAPS, VALVES, ETC


B Carina basin mixer (Code 294CA) No 2

C 15mm CP swan neck swivel sink mixer (Code 296) No 2

D 15mm chromium plated angle regulating valve and flexibleconnection pipe No 4

E Junior Econo flushmaster with flushpipe (Code KF4-213) No 2

SANITARY PLUMBING

uPVC pipes

F 50mm pipe m 6

G 110mm Pipesm 3


H 50mm Bend No 5

I 50mm Junction No 4

J 50mm Access bend No 3

K 110mm Reducing junction No 1

L 110 x 50mm Reducing junction No 1

M 110mm Double junction No 1

N 110mm Bend No 2

O 110mm Pan connector No 2

P 110mm Access bent pan connector with anti-syphon horn No 1

Q 110mm Access junction No 1

R 110mm Access reducing junction No 1


- 5 4 -385


A 110mm Access double junction No 1

B 110mm Air vent cowl No 1

C 110mm "GI Two-way" vent valve No 1

Sundries

D Testing waste pipe system Item

WATER SUPPLIES


E 15mm Pipes m 8

F 22mm Pipes m 3

G 28mm Pipes m 5

H 35mm Pipes m 5

I 15mm Pipes chased in walls m 3

J 22mm Pipes chased in walls m 3

K 28mm Pipes chased in walls m 5


L 15mm Fittings No 10



O 35mm Bend No 8

P 35mm Tee No 4


Q 15mm Fittings No 2

R 22mm Fittings No 2

S 35mm Adaptor No 6


- 5 5 -386


Sundries

A Testing water pipe system Item

HOLES ETC


B 250mm Reinforced concrete slab, beam, wall, etc No 2


C 250mm Reinforced concrete slab, beam, wall, etc No 2


- 5 6 -387


Bill No. 14


COLLECTION

Page AmountNo


-49-

-50-

-51-

-52-

-53-

-54-

-55-

-56-


- 5 7 -388



BILL NO. 15

GLAZING

PREAMBLES



Float glass


Laminated glass








- 5 8 -389



BILL NO. 16

PAINTWORK

PREAMBLES





COLOURS






A Walls m2 220

B Ceilings and beams m2 25

ON EXTERNAL FLOATED PLASTER SURFACES


C Walls m2 50



- 5 9 -390



A Ceilings and cornices, including priming metal cover strips andnailheads m2 4

ON METAL SURFACES


B Door frames m2 3

C Gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) m2 2

D Eaves gutters m2 19

"Nullifier" intumescent coating, with a fire potection of 120minutes

E On columns and beams m2 300

F On members of roof trusses m2 400

ON WOOD SURFACES


G Doors m2 7

Three coats clear eggshell polyurethane varnish

H Skirtings, rails, etc not exceeding 300mm girth m 57


- 6 0 -391


Bill No. 16

Paintwork

COLLECTION

Page AmountNo


-60-


- 6 1 -392



BILL NO. 17

PROVISIONAL SUMS

PREAMBLES


NOTES:








- 6 2 -393





JOINERY

A Provide the amount of R 30,000.00 (Thirty Thousand Rand) forjoinery work Item 30 000 00

B Profit %


LATTICE SCREEN INSTALLATION (TRELLIS)

D Provide the amount of R 200 000 (Two Hundred Thousand Rand)for Lattice Screen Installtion(Trellis) Item 200 000 00

E Profit %



- 6 3 -394


Bill No. 17

Provisional Sums

COLLECTION

Page AmountNo


-63-


- 6 4 -395


SECTION SUMMARY - Section No.3.5: Security and Staff Entrance


1 -5-Earthworks


3 -15-Masonry

4 -18-Waterproofing





9 -34-Ironmongery


11 -43-Metalwork

12 -44-Plastering

13 -47-Tiling


15 -58-Glazing

16 -61-Paintwork


Carried to Final Summary RSection No.3.5: Security and Staff EntrancePart C2: Pricing Data

- 6 5 -396

SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI

SECTION 100: SITE CLEARANCE

ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT

(Rand)

SANS1200 C

SITE CLEARANCE

1. 8.2.1 Clear and Grub m² 35 850 (Item includes breaking and removal of existing paving and kerbing) (Item excludes demolition of buildings)

8.2.2 Remove and grub large trees and tree stumps of girth

2. a) Over 1 m and up to and including 2 m No. 4

3. Remove existing services, including water pipes, fuel pipes, stormwater pipes and electrical cables.

Sum

TOTAL CARRIED TO SUMMARY

CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN

Part C2: Pricing Data 1415


SECTION 101: BULK EARTHWORKS & SUBBASE


(Rand)

SANS1200 D

EARTHWORKS

Note: All overhaul costs to be included in the scheduled items. No separate payment will be made for overhaul.

8.3.2 Bulk Excavation

a) Excavate in all materials for:

1.1 1) Cart to spoil at off-site location identified by the contractor, inclusive of haulage costs m³ 52 000

Extra-over (1) for:

1.2 Intermediate excavation m³ 6 800

1.3 Hard rock excavation m³ 2 500

2) Bulk fill:

2.1 G6 fill compacted to 93% Mod AASHTO density in 150 mm layers m³ 33 505

2.2 8.3.4 Extra-over (2) for importation of material from commercial sources, inclusive of haulage costs m³ 33 505

8.3.2 3) Maintenance Building basement drainage layer:

3.1 150 mm thick layer of single-size 19 mm crushed stone with bidum A4 or similar approved geotextile above and below, compacted with three roller-passes of a rubber-tyred compactor m³ 400

3.2 8.3.4 Extra-over (3) for importation of material from commercial sources, inclusive of haulage costs

m³ 400

SANS1200 ME

SUBBASE

4.1 8.3.3 Construct C4 subbase compacted to 95% Mod AASHTO density with material from commercial sources, inclusive of haulage costs m³ 7 000

8.3.5 Process subbase material by

4.2 d) Stabilization m³ 7 000

8.3.8 Stabilizing agent

4.3 b) CEM II 32.5 cement t 390





SECTION 102: STORMWATER DRAINAGE


(Rand)

SANS1200 LE

STORMWATER DRAINAGE

1200 DB8.3.2 Excavation

a) Excavate in all materials for trenches backfill, compact, and dispose of surplus material:

2) Over 125 up to and including 700 mm diam. for total trench depth:

1.1 i) Exceeding 0,0 m but not exceeding 1,0 m m 425

1.2 ii) Exceeding 1,0 m but not exceeding 2,0 m m 210

1.3 iii) Exceeding 2,0 m but not exceeding 3,0 m m 80

1.4 iv) Exceeding 3,0 m but not exceeding 4,0 m m 35

b) Extra-over item (a) above for:

2.1 (1) Intermediate excavation m³ 30

2.2 (2) Hard rock excavation m³ 30

3.1 (c) Excavate and dispose of unsuitable material from trench bottom (provisional) m³ 30

8.3.3 Excavation Ancillaries

8.3.3.1 Make up deficiency in backfill material (provisional)

4.1 c) by importation from commercial or off-site sources selected by the Contractor m³ 60

SANS1200 LB

Bedding

8.2.1 Provision of bedding from trench excavation

5.1 a) Selected granular material m³ 85

5.2 b) Selected fill material m³ 60

8.2.2 Supply only of bedding by importation

8.2.2.1 From other necessary excavations (Provisional)


5.4 b) Selected fill material m³ 20

CARRIED FORWARD






(Rand) BROUGHT FORWARD

8.2.2.3 From commercial sources (Provisional)


5.6 b) Selected fill material m³ 1 100

1200 LE Stormwater Pipes

8.2.1 Supply and Lay Concrete Class 100D Pipe Culverts with Ogee joints on Class B Bedding

6.1 a) 300 mm diameter m 200

6.2 b) 450 mm diameter m 170

6.3 c) 600 mm diameter m 102

8.2.4 Extra-over item 8.2.1 for Cutting End Units for Culverts on Site

300 mm diam.

7.1 a) Straight cut No. 8

7.2 b) Skew cut No. 2

450 mm diam.



600 mm diam.



8.2.8 Supply and Install Manholes, Catchpits, and the Like (Refer to drawings PSPT38/2013/000/04/100/402 & PSPT38/2013/000/04/100/403)

8.1 a) Manholes, standard depth 2.5 m, for pipes 300 - 600 mm diam. No. 17

8.2 b) Drop Manholes, standard depth 2.5 m, for pipes 300 - 600 mm diam. No. 1

8.3 c) Junction boxes, standard depth 2.5 m, for pipes 300 - 600 mm diam. No. 5

8.4 d) Kerb inlets No. 2CARRIED FORWARD







9.1 e) Extra over or under item a) for variations in the standard depth m Rate only

9.2 f) Extra over or under item b) for variations in the standard depth m Rate only

9.3 g) Extra over or under item c) for variations in the standard depth m Rate only

10.1 h) Channel grid inlet (Detail 1) m 48

10.2 i) Channel grid inlet (Detail 2) m 24

11.1 8.2.11 Anchor Blocks No. 5

11.2 8.2.12 Extra-over item 8.2.1 for Construction of Inclined Culverts 300 - 600 mm diam. m 25

Subsoil drains

(Refer to drawings PSPT38/2013/000/04/200/003 & PSPT38/2013/000/04/200/004)

Drainex HDPE slotted pipe laid in 13 mm stone wrapped with bidum A4:

12.1 110 mm diam. Drainex pipe m 445

12.2 160 mm diam. Drainex pipe m 157





SECTION 103: KERBING AND CHANNELLING


(Rand)

SANS1200 MK

KERBING AND CHANNELLING

8.2.1 Concrete Kerbing

a) Fig 3 Barrier kerb with radius:

1.1 1) Over 1 up to and including 4 m 35


1.3 3) Over 20 and straight m 1 550

b) Kassel kerb (Refer to Drawing PSPT38/2013/000/04/100/210) with radius:



2.3 3) Over 20 and straight m 70

3.1 8.2.4 Depressed kerbs m 55





SECTION 104: SEGMENTED PAVING


(Rand)

SANS1200 MJ

SEGMENTED PAVING

8.2.2 Construction of Paving Complete

1.1 60mm interlocking paving blocks Class 25 Type S-A laid in herringbone pattern on 20 mm river sand

m² 26 000

8.2.3 Cutting units to fit edge restraints

2.1 Straight cutting m 750

2.2 Raking cutting m 300

2.3 Curved cutting m 250

3.1 8.2.4 Rolling to locked-up condition m² 26 000





SECTION 105: ANCILLARY ROADWORKS


(Rand)

SANS1200 MM

ANCILLARY ROADWORKS

8.3 Road Signs

8.3.1 Sign Faces with Painted or Galvanized (as Stated) Background, with Painted Symbols, Characters, Legend, and Borders, and with Signboards constructed from:

c) Galvanized sheet steel (1.6 mm thick), of area:

1.1 Over 0 m² up to 2 m² m² 10

8.3.2 Provision and Application of Retro-reflective Material:

1.2 b) High Intensity grade retro-reflective background, characters, symbols, legends and borders

m² 10

8.3.3 Sign Supports

2.1 b) Galvanized steel tubing 114.3 OD and 3mm wall thickness t 0.6

8.3.4 Excavation and Backfilling for Sign Supports:

2.2 Excavate for sign supports and backfill with G6 material stabilized with 3% cement m³ 3

8.4 Road Markings

8.4.1 Thermoplastic road paint applied at rate of 0.5 litre/m² with glass beads applied at 1 kg/m² :

a) White lines (broken or unbroken):

3.1 100 mm wide km 0.31

3.2 150 mm wide km 2.00

3.3 200 mm wide km 0.12

3.4 300 mm wide km 0.06

b) Yellow lines (broken or unbroken):

4.1 100 mm wide km 0.03

4.2 150 mm wide km 0.01

CARRIED FORWARD




SECTION 105: ANCILLARY ROADWORKS



4.3 200 mm wide km 0.15

4.4 300 mm wide km 0.04

5.1 c) White characters and symbols m² 100

5.2 d) Yellow characters and symbols m² 20

6.1 e) Traffic Island marking (any colour) m² 50

8.4.2 Variation in the Rate of Application from that Stated in Item 8.4.1

7.1 Thermoplastic paint l - Rate only

7.2 Glass beads kg - Rate only

8.4.4 Setting Out and Premarking

8.1 a) Lines km 1

b) Special Markings

9.1 Arrows No 60

9.2 "Stop" wording No 7

9.3 Traffic islands No 5





SECTION 106: EXTERNAL SURFACE BEDS


(Rand)

SABS1200 G

EXTERNAL SURFACE BEDS

(Refer to drawing PSPT/38/2013/000/04/200/601)

8.2 Formwork

1.1 8.2.5 Smooth narrow formwork 0 - 300 mm high to edge of surface beds m² 250

8.3 Reinforcement

2.1 8.3.2 High-Tensile welded mesh Ref 395 t 30

8.4 Concrete

3.1 8.4.3 30MPa/19 mm m³ 4 000

3.2 8.4.4 Wood-floated finish m² 20 780

8.5 Joints

Construct joints in 200 mm thick surface bed including all materials

4.1 Saw cut joint 3 mm wide m 7 750

4.2 Diamond dowel construction joint m 2 000

4.3 Isolation joint with 10 mm softboard m 3 000

Miscellaneous

5.1 Diamond dowel plates at 300 mm centres with sleeves No. 6 200

5.2 Fibre-reinforced half-round drainage channel 218 mm outside dia. and 9 mm wall thickness at edge of surface bed m 200




SECTION NO.6: ROADS & STORMWATER

SECTION DESCRIPTION AMOUNT (R)

SECTION 101 BULK EARTHWORKS & SUBBASE

SECTION 102 STORMWATER DRAINAGE

SECTION 103 KERBING AND CHANNELLING

SECTION 104 SEGMENTED PAVING

SECTION 105 ANCILLARY ROADWORKS

SECTION 106 EXTERNAL SURFACE BEDS

TOTAL CARRIED TO FINAL SUMMARY

CITY OF EKURHULENI



SECTION NO.7: WATER & SANITATION

SECTION 106: SEWERS


(Rand)

SANS1200 LD

SEWERS


1200 DB8.3.2 Excavation

a) Excavate in all materials for trenches backfill, compact, and dispose of surplus material:

110 mm diam. pipes:

1.1 Depth exceeding 1 m but not exceeding 2 m m 152



160 mm diam. pipes:




3.1 Intermediate excavation m³ 60

3.2 Hard rock excavation m³ 35



8.3.3.1 Make up deficiency in backfill material (provisional) :


1200 LB Bedding




6.2 b) Selected fill blanket m³ 35

7.1 8.2.4 Encasing of Pipes in Concrete m³ 6

CARRIED FORWARD

CITY OF EKURHULENI

CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA

1426



1200 LD Sewers

8.2.1 Supply, lay, joint, bed (bedding for flexible pipes as per SANS 1200 LD drawing LB-3 d), test pipeline :

8.1 110 mm uPVC Class 34 pipe with spigot and socket joint with integral rubber seal ring m 498

8.2 160 mm uPVC Class 34 pipe with spigot and socket joints with integral rubber seal ring

m 310

8.2.3 Manholes

Manholes complete (refer to drawing PSPT38/2013/000/04/100/301), depth :

9.1 Exceeding 1.5 m up to 2.0 m No. 15





2427


SECTION 107: EXTERNAL SEWER CONNECTION

ITEM No. PAYMENT REF DESCRIPTION UNIT QTY AMOUNT

(Rand)

SANS1200 LD

SEWERS (External sewer connection)


1200 DB8.3.1 Site Clearance

1.1 a) Clear vegetation and trees of girth up to 1 m m 600

1.2 b) Clear trees of girth over 1 m No. 2

1.3 c) Remove topsoil to depth of 100 mm m² 71

8.3.2 Excavation

a) Excavate in all materials for trenches backfill, compact, and dispose of surplus/unsuitable material, for 160 mm diam. pipeline for depth of excavation :

2.1 Exceeding 2,0 m but not exceeding 3,0 m m 40

2.2 Exceeding 3,0 m but not exceeding 4,0 m m 560


3.1 Intermediate excavation m³ 800

3.2 Hard rock excavation m³ 150



8.3.3.1 Make up deficiency in backfill material (provisional) :


5.1 8.3.3.3 Compaction in road reserves m³ 1 120

8.3.4 Particular Items

6.1 a) Shore trench opposite structure or service m 600

CITY OF EKURHULENI


CARRIED FORWARD

3428

ITEM No. PAYMENT REF DESCRIPTION UNIT QTY AMOUNT


1200 LB Bedding




7.2 b) Selected fill blanket m³ 95

8.2.4 Encasing of Pipes in Concrete

8.1 160 mm diam. m³ 6

1200 LD Sewers

8.2.1 Supply, lay, joint, bed (bedding for flexible pipes as per SANS 1200 LD drawing LB-3 d), test pipeline :

8.2 160 mm uPVC Class 34 pipe with spigot and socket joints with integral rubber seal ring

m 600

8.2.3 Manholes

Manholes complete (refer to drawing PSPT38/2013/000/04/100/301), depth :



10.1 1200 A Sewer connection fees, protection and maintenance of the pipeline, and administrative costs

PC Sum 1 100 000.00 R 100 000.00

10.2 Contractor’s profit and attendance %


4429

CITY OF EKURHULENI CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA



SECTION 106 SEWERS

SECTION 107 EXTERNAL SEWER CONNECTION

TOTAL

5430

SECTION NO.8: ELECTRICAL INSTALLATION

BILL 1 - EXTERNAL INSTALLATION

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

1.1 LOCAL SUPPLY AUTHORITY

1.1.1 Connection Fee

a.

The electrical contractor is responsible to arrange with the Local Supply Authority Tembisa for the installation of a 11kV T3 unit complete with Bulk metering kiosk as well as the connection fee. The electrical contractor is also responsible for the payment of the connection fee.

PC Sum R2 500 000.00

1.2 11kV Cable

1.2.1 The supply and installation of the following 11kV cable from the T3 unit to the miniature substation

a. 150mm² 3 Core XLPE cable in the ground m 50

1.2.2 The termination of the following 11kV cable complete with heat shrink terminations

a. 150mm² 3 Core XLPE cable in the ground Set 1

1.3 Miniature Substation

1.3.1

The supply and installation of the following miniaturesubstation complete with concrete plinth and circuit breakersand street lighting compartment as per the specification andschematic line diagram

a. 800kVA, 11000/400V, 50Hz No 1

1.4 Busbar System

1.4.1 The supply and installation of the following busbar systemcomplete with splices, supports, etc.

a. 2000 A Three Phases plus Neutral Copper Busbar Sytem m 20

b. 2000A Entry Units No 2

c. 2000A Bends No 4

1.5 Signs to be mounted in positions as pointed out by theEngineer on site as follows:

(a) Danger sign mounted on outside doors no 6

(b) Warning against unauthorised entry mounted on doors no 2

TOTAL CARRIED FORWARD TO NEXT PAGE

CITY OF EKURHULENI


1

431


TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE

(c) Sign for treatment of electrical shock no 2

(d) Directions and procedures in case of fire no 2

1.6 ExcavationsThe cost for excavations for cabling complete with back filling and compaction:

Pick soil ( 450mm Wide x 1000mm Deep) m 500

Soft rock ( 450mm Wide x 1000mm Deep) m 300

Hard rock ( 450mm Wide x 1000mm Deep) m 100

Restore road/pavement Sum 1

1.7 High Masts and Steel Poles

The supply and installation of the following complete with accessories, circuit breakers, internal wiring to luminaires,

1.7.1 20m High Mast (Sectional Poles) No 7

1.7.2 10m Mounting Height Steel Pole No 8

1.7.3 6m Mounting Height Steel Pole No 4

1.8.1

Supply and install the following cables on cable ladder at low or high level inclusive of clamps, straps and labels or in cable sleeve pipes as specified c/w cable joints where rquired

a 300 sq mm x 4 core PVC SWA m 600

b 240 sq mm x 4 core PVC SWA m Rate only

c 185 sq mm x 4 core PVC SWA m 330

d 150 sq mm x 4 core PVC SWA m 300

e 120 sq mm x 4 core PVC SWA m 20

f 95 sq mm x 4 core PVC SWA m 480

g 70 sq mm x 4 core PVC SWA m 250

h 50 sq mm x 4 core PVC SWA m 80

i 50 sq mm x 3 core PVC SWA m 150

j 35 sq mm x 4 core PVC SWA m Rate only

k 25 sq mm x 4 core PVC SWA m 200

l 25 sq mm x 3 core PVC SWA m Rate only

m 16 sq mm x 4 core PVC SWA m 400

n 16 sq mm x 3 core PVC SWA m 360


2

432



o 10 sq mm x 4 core PVC SWA m 280

p 10 sq mm x 3 core PVC SWA m 380

q 6 sq mm x 4 core PVC SWA m 70

r 6 sq mm x 3 core PVC SWA m 200

s 4 sq mm x 4 core PVC SWA m Rate only

t 4 sq mm x 3 core PVC SWA m 50

u 2.5 sq mm x 4 core PVC SWA m Rate only

v 2.5 sq mm x 3 core PVC SWA m Rate only

1.8.2

Cable terminations of the following, inclusive of Prattleytype cable glands, shrouds, lugs, plated screws, cablegland holes and labeling of cable as specified

a 300 sq mm x 4 core PVC SWA No 8

b 240 sq mm x 4 core PVC SWA No Rate only

c 185 sq mm x 4 core PVC SWA No 4

d 150 sq mm x 4 core PVC SWA No 4

e 120 sq mm x 4 core PVC SWA No 2

f 95 sq mm x 4 core PVC SWA No 12

g 70 sq mm x 4 core PVC SWA No 8

h 50 sq mm x 4 core PVC SWA No 4

i 50 sq mm x 3 core PVC SWA No 2

j 35 sq mm x 4 core PVC SWA No Rate only

k 25 sq mm x 4 core PVC SWA No 8

l 25 sq mm x 3 core PVC SWA No Rate only

m 16 sq mm x 4 core PVC SWA No 8

n 16 sq mm x 3 core PVC SWA No 8

o 10 sq mm x 4 core PVC SWA No 8

p 10 sq mm x 3 core PVC SWA No 8

q 6 sq mm x 4 core PVC SWA No 4

r 6 sq mm x 3 core PVC SWA No 10

s 4 sq mm x 4 core PVC SWA No Rate only

t 4 sq mm x 3 core PVC SWA No 6


3

433



u 2.5 sq mm x 4 core PVC SWA No Rate only

v 2.5 sq mm x 3 core PVC SWA No Rate only

1.8.3Supply and install the following bare copper earth wires on cable ladder at low or high level inclusive of clamps, straps and labels or in cable sleeve pipes as specified

a 4mm² Bare Copper Earth Wire m 50

b 6mm² Bare Copper Earth Wire m 270

c 10mm² Bare Copper Earth Wire m 660

d 16mm² Bare Copper Earth Wire m 760

e 25mm² Bare Copper Earth Wire m 200

f 50mm² Bare Copper Earth Wire m 230

g 95mm² Bare Copper Earth Wire m 420

h 120mm² Bare Copper Earth Wire m 1 200

1.9 Supply and installation of sleeves

The electrical contractor is responsible for the installationof all electrical and data sleeves as indicated on the SitePlan. Manholes will be installed by others.

a 110mm PVC m 2 500

b 75mm PVC m 200

c 50mm PVC No 1 200

d 50mm Galvanized No 50

e 32mm PVC No 510

f 110mm gradual bend PVC No 12

g 75mm gradual bend PVC No 10

h 50mm gradual bend PVC No 12

i 50mm galvanized gradual bend No 5

1.10 Labeling of all cables - Legrand or Grafoplast Lump Sum 1

1.11 ExcavationsThe cost for excavations for cabling complete with back filling and compaction:

a Pick soil ( 450mm Wide x 1000mm Deep) m 2 000


4

434



b Soft rock ( 450mm Wide x 1000mm Deep) m 100

c Hard rock ( 450mm Wide x 1000mm Deep) m 100

d Restore road/pavement sum 1

1.12 Supply, deliver, place in position, conduct test, and commission the following:

a KIOSK 1 No 1

b KIOSK 2 No 1

c KIOSK 3 No 1

d KIOSK 4 No 1

e KIOSK 5 No 1

f KIOSK 6 No 1

1.13 Conduit Installation

1.13.1Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters

a. 20mm diameter m 6 500

b. 25mm diameter m 300

c. 32mm diameter m 20

1.13.2Supply and install built-in, chased-in, or on surface, Galvanized conduit per meter run, including wastage, couplings, bends and adapters

a. 20mm diameter galvanized m 3 000

b. 25mm diameter galvanized m 2 500

c. 32mm diameter galvanized m 900

1.13.3

Supply and install the following PVC conduit boxes and accessories (saddles, adaptors, elbows, bends, couplings, etc) including for conduit entries, in the ceiling void or in walls

a. 60mm dia round box PVC, 20mm entries (1/2/3/4 way) No 350

b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way) No 700

c. 50 x 100mm conduit box galvanised No 70

d. 100 x 100mm conduit box galvanised No 400


5

435



e. 100mm x 50mm blank cover plate and plated screws No 20

f. 100mm x 100mm blank cover plate and plated screws No 100

1.14 Supply and installation of 1.6mm steel draw wire m 14 000

1.15

Supply, install and connect the following SANS approved light fittings as per the specification, complete with lamps,machine or wood screws, bolts,hangers, brackets, terminals, lamps and control gear installed and connected as specified. All fittings shall be similar or equal to (and subject to approval)

a. Type R : BEKA LEDLume Maxi LED 128/198W Optic 5121. Similar or Equal and Approved No 38

b. Type S : BEKA LEDFlood Midi LED 64/144W Optic 5121. Similar or Equal and Approved No 4

c. Type T : BEKA LEDLume MINI LED 16/36W Optic 5068. Similar or Equal and Approved No 7

d. Type U : BEKA BULK LED 15W with Wireguard. Similar or Equal and Approved No 13

e. Type V : BEKA LED NOVA 28W Optic 5068. Similar or Equal and Approved No 1

1.16 Conduit Installation

Supply and install 1 000V stranded copper conductors per meter run, including for wastage, in lighting conduit or trunking at low or high level

a. 2,5mm² PVC insulated wire m 2 500

b. 4,0mm² PVC insulated wire m 500

c. 6,0mm² PVC insulated wire m 100

d. 10,0mm² PVC insulated wire m 20

e. 16,0mm² PVC insulated wire m 20

f. 2,5mm² Bare Copper Earth Wire m 750

g. 4mm² Bare Copper Earth Wire m 100

h. 6mm² Bare Copper Earth Wire m 10

i. 10mm² Bare Copper Earth Wire m 10


6

436



1.17 Project Engineering, Management and Quality Control

a. Testing, commissioning and handover of the installation Sum 1

b. Instruction manuals Sets 4

c. Sets of 'as built' drawings Sum 1

d.

12 months free maintenance and guarantee. An original project specific warranty certificate(s) for equipment must be submitted to the Engineer. The 12 months comprehensive maintenance shall be as prescribed by the manufacturer including replacement of equipment, etc. if necessary.

Sum 1

TOTAL CARRIED FORWARD TO SUMMARY

7

437


BILL 2 - ADMINISTRATION BUILDING



a. DB-G/DB-UPSG No 1

b. DB-1/DB-UPS1 No 1

2.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters


b. 25mm diameter m 1 500


d. 50mm diameter m

2.3Supply and install built-in, chased-in, or on surface, Galvanized conduit per meter run, including wastage, couplings, bends and adapters




2.4



b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way) No 40







CITY OF EKURHULENI


8

438



2.6 Lighting

2.6.1


Please note that all ceiling mounted lay in fittings shall be delivered with 3m of 1,5mm² flexible cabtyre with a 5 amp 3 pin plug top fitted.

a Type A : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted. Similar or Equal and Approved No 29

bType Ae : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 10

c Type B : 1200 x 600 BEKA Dari LED - 70W - Recessed. Similar or Equal and Approved No 102

dType Be : 1200 x 600 BEKA Dari LED - 70W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 28

e Type C : 1200 x 600 BEKA Dari LED - 70W - Dimmable DALI 1-10V - Recessed. Similar or Equal and Approved No 26

fType Ce : 1200 x 600 BEKA Dari LED - 70W - Dimmable DALI 1-10V -Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 8

g Type D : 600 x 600 BEKA Dari LED - 70W - Recessed. Similar or Equal and Approved No 4

h Type De : 600 x 600 BEKA Dari LED - 70W - Recessed Emergency 1 Hour. Similar or Equal and Approved No 1

i Type E : BEKA Roughguard 2 x 28W T5 - SurfaceMounted. Similar or Equal and Approved No 2

jType Ee : BEKA Roughguard 2 x 28W T5 - SurfaceMounted - Emergency 1 Hour. Similar or Equal andApproved

No 1

k Type F : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed. Similar or Equal and Approved No 43

lType Fe : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 13

m Type G : BEKA Downlight EC LED 35, 1 x 20W - Recessed. Similar or Equal and Approved No 6

nType Ge : BEKA Downlight EC LED 35, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 5

oType H : Lighting Industry Specialists LISLITE MITA IP65 White 200W, 40 x 110 Deg 5500K - Suspended. Similar or Equal and Approved

No Rate only


9

439


TOTAL BROUGHT FORWARD TO NEXT PAGE

p Type I : BEKA Vapourline VLN 1 x 14W ECG T5 - Surface Mounted. Similar or Equal and Approved No Rate only

q Type J : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted. Similar or Equal and Approved No 12

rType Je : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 6

s Type N : REGENT Tower Pendant - 35W. Similar or Equal and Approved No 1

tType O : BEKA LISU Single Sided with RT 1308 (EXIT), 1 Hour Maintained - Wall Mounted. Similar or Equal and Approved

No 5

uType Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 15

vTypr Q : BEKA LED NOVA 55W Symmetrical extra wide - Surface Mounted - Emergency Module 1 Hour. Similar or Equal and Approved

No 1

2.7 Supply and install the following complete with outlet box, cover plates and screws where applicable

a. 16 Amp 1 lever 1 way light switch No 12

b. 16 Amp 1 lever 2 way light switches No 4

c. 16 Amp 1 lever 1 way weatherproof light switch No Rate only

e. Motion Detection No 52

f. 500W Dimmer Controller Switch for LED No 1

g. 800W Dimmer Controller Switch for LED No 1

h. 1000W Dimmer Controller Switch for LED No 1

2.8 Labelling of all light switches by means of adhesive "Brother" type labels Lump Sum 1

2.9 Supply and installation of photo cell No 8


10

440



2.1 Power

2.10.1 Supply and install the following powerskirting and accessories:

a. 2 compartment 2 lid type m 400

b. 16 A 3 pin normal power SSO No 60

c. 16 A 3 pin dedicated power SSO No 30

d. End Caps No 35

e. 90° Internal Bend No 20

f. 90° External Bend No 20

g. RJ 45 Data outlet No 26

2,10,2Supply, install and connect the following items complete with white steel cover plates and plated screws :

a 16 Amp 3-pin flush mounted switched socket outlet. No 20

b 16 Amp 3-pin flush mounted switched socket outlet weatherproof. No 1

c 16 Amp 3-pin flush mounted dedicated switched socket outlet. No

5

d 20 Amp DP Surface mounted isolator No 35

e 20 Amp DP Flush mounted isolator No 10

f 20 Amp DP Surface mounted weatherproof isolator No 1

g 30 Amp DP Surface mounted isolator No 1

h 30 Amp DP Flush mounted isolator No 1

i 20 Amp TP Surface mounted isolator No 15

j 30 Amp TP Surface mounted isolator No 6


11

441



2,10,3 Power Pole

The electrical contractor is responsible for the supply, delivery and installation of the following :

a.Powerpole c/w ceiling accessories, covers, floor location pad in Office on First Floor Maintenance Building ea 6

b. 1 x 16A Dedicated S.S.O. outlet ea 6

c. 1 x 16A Normal S.S.O. outlet ea 6

d. 1 x Data outlet ea 6

2,10,4 Floor Access Boxes


a.Floor pedestal complete with 1 x 16A normal switched socket oulet and 1 x data outlet

ea6

b.

Floor access conduit box ( 205 x 287 x 100mm deep) complete with PVC frame & lid, modular outlet plate, 1 x 16A normal switch outlet, 1 x 16A dedicated switch outlet and 2 x data outlets.

ea 32

c.800 x 800 x 200mm Deep galvanized under floor drawbox complete with lid and 4 x 110mm dia and 30 x 25mm dia holes as shown on the drawing

ea 1

2.11 Wiring



b. 4,0mm² PVC insulated wire m 4 000




f. 2,5mm² Bare Copper Earth Wire m 6 000





12

442



2.12 Wiring channels and trays

2.12.1

Supply and install the following new galvanised channels and cable tray, including the supply and installation onto steel structure, M10 threaded rods, fasteners, couplers, splices,P1000 Unistrat cable tray supports (supports spaced at 1000mm apart), strut nuts, etc.

a. P8000 with Steel Cover m 800

b. P8000 Radiused 90 degree bend No 14

c. P8000 Tee No 14

d. P8000 Crossover No 4

e. P9000 with Steel Cover m 100

f. P9000 Radiused 90 degree bend No 4

g. P9000 Tee No 4

h. P9000 Crossover No 2

i. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm m 700

j. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm Horizontal Bend No 6

k. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm 4-Way No 6

l. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm Tee No 10

m. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm 90degree Bend No 10

n. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm m 500

o. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm Horizontal Bend No 20

p. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm 4-Way No 6

q. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm Tee No 20

r. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm 90degree Bend No 20

s. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm m 750

t. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm Horizontal Bend No 10

u. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm 4-Way No 8

v. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm Tee No 10

w. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm 90degree Bend No 10


13

443

ITEM DESCRIPTION UNIT QTY


2.13 Hand Dryers

Supply and Install Stainless Steel wall mounted Handryer No. 5





d.


Sum 1


14

444


BILL 3 - MAINTENANCE BUILDING


3.1 Supply, deliver, place in position, conduct test, and commission the following distribution boards:

a DB-MB No 1

b DB-MG/DB-UPSMG No 1

c DB-M1/DB-UPSM1 No 1

d DB-MB1 No 1

e DB-MB2 No 1

f DB-MG1 No 1

g DB-MG2 No 1

h DB-MG3 No 1

i DB-MG4 No 1

j DB-MG5 No 1

k DB-MG6 No 1

l DB-MG7 No 1

m DB-MG8 No 1



b. 25mm diameter m 1 000


d. 50mm diameter m 20



b. 25mm diameter galvanized m 100



CITY OF EKURHULENI


15

445

ITEM DESCRIPTION UNIT QTY RATE


3.4



b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way)No 250




f. 100mm x 100mm blank cover plate and plated screws

No 145


3.6 Lighting

3.6.1



a.Type A : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted. Similar or Equal and Approved

No 4

b.Type Ae : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 6

c.Type B : 1200 x 600 BEKA Dari LED - 70W - Recessed. Similar or Equal and Approved

No 34

d.Type Be : 1200 x 600 BEKA Dari LED - 70W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 17

e.Type C : 1200 x 600 BEKA Dari LED - 70W - Dimmable DALI 1-10V - Recessed. Similar or Equal and Approved

No 1

f.Type Ce : 1200 x 600 BEKA Dari LED - 70W - Dimmable DALI 1-10V -Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 1


16

446


TOTAL BROUGHT FORWARD TO NEXT PAGE

g.Type D : 600 x 600 BEKA Dari LED - 70W - Recessed. Similar or Equal and Approved

No 7

hType De : 600 x 600 BEKA Dari LED - 70W - Recessed Emergency 1 Hour. Similar or Equal and Approved

No 6

iType E : BEKA Roughguard 2 x 28W T5 - SurfaceMounted. Similar or Equal and Approved No 64

jType Ee : BEKA Roughguard 2 x 28W T5 - SurfaceMounted - Emergency 1 Hour. Similar or Equal andApproved

No 41

kType F : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed. Similar or Equal and Approved

No 6

lType Fe : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 8

mType H : Lighting Industry Specialists LISLITE MITA IP65 White 200W, 40 x 110 Deg 5500K - Suspended. Similar or Equal and Approved

No 105

nType I : BEKA Vapourline VLN 1 x 14W ECG T5 - Surface Mounted. Similar or Equal and Approved

No Rate only

oType J : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted. Similar or Equal and Approved

No 1

pType Je : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 1

qType M : NORDLAND N50 Series Zone 2, 236 SES/ExN - Surface Mounted. Similar or Equal and Approved

No 18

rType Me : NORDLAND N50 Series Zone 2, 236 SES/ExN - Surface Mounted - Emergency 1 Hour . Similar or Equal and Approved

No 2

sType O : BEKA LISU Single Sided with RT 1308 (EXIT), 1 Hour Maintained - Wall Mounted. Similar or Equal and Approved

No 1

tType Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 31

uTypr Q : BEKA LED NOVA 55W Symmetrical extra wide - Surface Mounted - Emergency Module 1 Hour. Similar or Equal and Approved

No 16


17

447



3.7Supply and install the following complete with outlet box, cover plates and screws where applicable



c. 16 Amp 1 lever 1 way weatherproof light switch No 2

d. Motion Detection No 10

e. 500W Dimmer Controller Switch for LED No Rate only

f. 800W Dimmer Controller Switch for LED No Rate only

g. 1000W Dimmer Controller Switch for LED No Rate only

3.8Labelling of all light switches by means of adhesive "Brother" type labels

Lump Sum 1


3.10Supply and installation of steel support brackets for light fittings in pit area as shown on the drawings.

No 54

3.11 Power





d. End Caps No 10




3.11.2Supply, install and connect the following items complete with white steel cover plates and plated screws :



c 16 Amp 3-pin flush mounted dedicated switched socket outlet. No 1

d 16 Amp 3-pin industrial type switched socket outlet. No 8


18

448



e 16 Amp 3-pin industrial type dedicated switched socket outlet. No 8

f 20 Amp DP Surface mounted isolator No 20

g 20 Amp DP Flush mounted isolator No 1

h 20 Amp DP Surface mounted weatherproof isolator No Rate only

i 30 Amp DP Surface mounted isolator No 1

j 30 Amp DP Flush mounted isolator No 1

k 20 Amp TP Surface mounted isolator No Rate only

l 30 Amp TP Surface mounted isolator No 3

m GEWISS GW 70435 3 Pole 32A surface mounted isolator No 8

n GEWISS GW 70432 3 Pole 16A surface mounted isolator No 12

o GEWISS GW 70438 4 Pole 63A surface mounted isolator No 1

p GEWISS GW 70511 3 Pole 100A surface mounted isolator No 1

q GEWISS GW 70513 3 Pole 125A surface mounted isolator No 2

r GEWISS GW 70436 4 Pole 32A surface mounted isolator No 4

s GEWISS GW 70514 4 Pole 125A surface mounted isolator No 2

t ACDC ISO80/1/20-20A 2 Pole Zone 1 isolator No 1

u ACDC BZZ8050-32/2 -32A 2 Pole Zone 1 isolator No 2

v ACDC BZZ8050-32/3 -32A 3 Pole Zone 1 isolator No 1

3.11.3 Control Box


a. Skylift Control Box No 3


19

449



3.11.4 Floor Access Boxes


a.Floor pedestal complete with 1 x 16A normal switched socket oulet and 1 x data outlet

eaRate only

b.

Floor access conduit box ( 205 x 287 x 100mm deep) complete with PVC frame & lid, modular outlet plate, 1 x 16A normal switch outlet, 1 x 16A dedicated switch outlet and 2 x data outlets.

ea 4

c.800 x 800 x 200mm Deep galvanized under floor drawbox complete with lid and 4 x 110mm dia and 30 x 25mm dia holes as shown on the drawing

ea 1

3.12 Wiring



b. 4,0mm² PVC insulated wire m 6 000




f. 2,5mm² Bare Copper Earth Wire m 5 500




3.13 WIRING CHANNELS AND TRAYS

3,13,1




c. P8000 Tee No 10


20

450




e. P9000 with Steel Cover m Rate only

f. P9000 Radiused 90 degree bend No Rate only

g. P9000 Tee No Rate only

h. P9000 Crossover No Rate only

i. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm m 100

j. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm Horizontal Bend No 6

k. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm 4-Way No 6

l. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm Tee No 5

m. Cabstrut Return Flange Medium Duty (RFMD) cable tray 100mm 90degree Bend No 5

n. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm m 700

o. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm Horizontal Bend No 20

p. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm 4-Way No 12

q. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm Tee No 10

r. Cabstrut Return Flange Medium Duty (RFMD) cable tray 300mm 90degree Bend No 10

s. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm m 50

t. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm Horizontal Bend No 2

u. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm 4-Way No 2

v. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm Tee No 2

w. Cabstrut Return Flange Medium Duty (RFMD) cable tray 600mm 90degree Bend No 2

x. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm m 250

y. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm Horizontal Bend No 4

z. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm 4-Way No 4

aa. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm Tee No 2


21

451



bb. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm 90degree Bend No 2

cc. Cabstrut PW100 Powerway cable ladder 600mm m 10

dd. Cabstrut PW100 Powerway cable ladder 600mm Horizontal bend 90̊ No 2

ee. Cabstrut PW100 Powerway cable ladder 600mm External Elbow (Dropper) No 2

ff. Cabstrut PW100 Powerway cable ladder 600mm Adjustable Splice Sum 2

Cabstrut PW100 Powerway cable ladder 600mm Closed Cover (Outside only) m 2





d.


Sum 1


22

452


BILL 4 - TRAINING BUILDING



a. DB-T/DB-UPST No 1


a. 20mm diameter m 700





a. 20mm diameter galvanized m 400



4.4








No 40



CITY OF EKURHULENI


23

453



4.6 Lighting

4.6.1

Supply, install and connect the following SANS approved light fittings as per the specification, complete with lamps,machine or wood screws, bolts,hangers, brackets, terminals, lamps and control gear installed and connected as specified. All fittings shall be similar or equal to (and subject to approval) Please note that all ceiling mounted lay in fittings shall be delivered with 3m of 1,5mm² flexible cabtyre with a 5 amp 3 pin plug top fitted.


No 6


No 1

c,Type Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 4




c. 16 Amp 1 lever 1 way weatherproof light switch No


Lump Sum 1


4,10 Power





d. End Caps No 8



24

454











f 20 Amp DP Surface mounted weatherproof isolator No 2

g 30 Amp DP Surface mounted isolator No 2

h 30 Amp DP Flush mounted isolator No 1

4.11 Wiring


a. 2,5mm² PVC insulated wire m 600








25

455






4.12.1




c. P8000 Tee No 2






d.


Sum 1


26

456


BILL 5 - REFUELLING BUILDING



a Main LV DB-MDB No 1

b DB-F/DB-UPSF No 1










5.4










CITY OF EKURHULENI


27

457



5.6 Lighting

5.6.1




No 1


No 1

c Type E : BEKA Roughguard 2 x 28W T5 - SurfaceMounted. Similar or Equal and Approved

No 71

dType Ee : BEKA Roughguard 2 x 28W T5 - SurfaceMounted - Emergency 1 Hour. Similar or Equal andApproved

No 24

eType F : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed. Similar or Equal and Approved

No 1

fType Fe : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 2

gType H : Lighting Industry Specialists LISLITE MITA IP65 White 200W, 40 x 110 Deg 5500K - Suspended. Similar or Equal and Approved

No 15

hType I : BEKA Vapourline VLN 1 x 14W ECG T5 - Surface Mounted. Similar or Equal and Approved

No 1

iType Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 9






Lump Sum 1



No 190


28

458



5.11 Power





d. End Caps No 4











g 20 Amp DP Flush mounted isolator No Rate only

h 20 Amp DP Surface mounted weatherproof isolator No Rate only

5.12 Wiring












29

459




5.13.1




c. P8000 Tee No 2


e. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm m 30

f. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm Horizontal Bend No 2

g. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm 4-Way No 1

h. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm Tee No 1

i. Cabstrut Return Flange Heavy Duty (RFHD) cable tray 1000mm 90degree Bend No 2

j. Cabstrut PW100 Powerway cable ladder 600mm m 30

k. Cabstrut PW100 Powerway cable ladder 600mm Horizontal bend 90̊ No 3

l. Cabstrut PW100 Powerway cable ladder 600mm External Elbow (Dropper) No 3

m. Cabstrut PW100 Powerway cable ladder 600mm Adjustable Splice Sum 4

n. Cabstrut PW100 Powerway cable ladder 600mm Closed Cover (Outside only) m 3





d.


Sum 1


30

460


BILL 6 - WASHBAY BUILDING



b DB-W/DB-UPSW No 1










6.4








No 25



CITY OF EKURHULENI


31

461



6.6 Lighting

6.6.1



a.Type D : 600 x 600 BEKA Dari LED - 70W - Recessed. Similar or Equal and Approved

No 6

b.Type De : 600 x 600 BEKA Dari LED - 70W - Recessed Emergency 1 Hour. Similar or Equal and Approved

No 6

c.Type E : BEKA Roughguard 2 x 28W T5 - SurfaceMounted. Similar or Equal and Approved No 8

d.Type Ee : BEKA Roughguard 2 x 28W T5 - SurfaceMounted - Emergency 1 Hour. Similar or Equal andApproved

No 2

e. Type F : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed. Similar or Equal and Approved

No 1

f.Type Fe : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 1

g.Type H : Lighting Industry Specialists LISLITE MITA IP65 White 200W, 40 x 110 Deg 5500K - Suspended. Similar or Equal and Approved

No 33

h.Type Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 4






Lump Sum 1



32

462




No 1

6.8 Power

6,8,1 Supply and install the following powerskirting and accessories:




d. End Caps No 1





a. 16 Amp 3-pin flush mounted switched socket outlet. No 3

b. 16 Amp 3-pin flush mounted switched socket outlet weatherproof. No 1

c. 16 Amp 3-pin flush mounted dedicated switched socket outlet. No Rate only

d. 16 Amp 3-pin industrial type switched socket outlet. No 1

e. 16 Amp 3-pin industrial type dedicated switched socket outlet. No 1

f. 20 Amp DP Surface mounted isolator No 1

g. 20 Amp DP Flush mounted isolator No 1

6.9 Wiring








33

463







6,10 Project Engineering, Management and Quality Control




d.


Sum 1


34

464


BILL7 - SECURITY GATE HOUSE



a DB-GH/DB-UPSGH No 1










7.4


a.60mm dia round box PVC, 20mm entries (1/2/3/4 way)

No 20

b.60mm dia round box galvanized, 20mm entries (1/2/3/4 way)

No 80





No 50



CITY OF EKURHULENI


35

465



7.6 Lighting

7.6.1



a.Type Fe : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 2

b.Type H : Lighting Industry Specialists LISLITE MITA IP65 White 200W, 40 x 110 Deg 5500K - Suspended. Similar or Equal and Approved

No 15

c. Type I : BEKA Vapourline VLN 1 x 14W ECG T5 - Surface Mounted. Similar or Equal and Approved

No 21

e.Type J : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted. Similar or Equal and Approved

No Rate only

f.Type Je : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No Rate only

g.Type Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 2




c. 16 Amp 1 lever 1 way weatherproof light switch No Rate only


Lump Sum 1


7,10Supply and installation of steel support brackets for light fittings in pit area as shown on the drawings.

No 1


36

466



7.11 Power

7,11,1 Supply and install the following powerskirting and accessories:




d. End Caps No 1







c 16 Amp 3-pin flush mounted dedicated switched socket outlet. No Rate only




g 20 Amp DP Flush mounted isolator No 1

7.12 Wiring












37

467







d.


Sum 1


38

468


BILL 8 - STAFF ENTRANCE



a DB-GH/DB-UPSGH No 1










8.4








No 30



CITY OF EKURHULENI


39

469



8.6 Lighting

8.6.1



a.Type Fe : BEKA Downlight Series 31 LED 31020, 1 x 20W - Recessed - Emergency 1 Hour. Similar or Equal and Approved

No 2

b.Type H : Lighting Industry Specialists LISLITE MITA IP65 White 200W, 40 x 110 Deg 5500K - Suspended. Similar or Equal and Approved

No Rate Only

c Type I : BEKA Vapourline VLN 1 x 14W ECG T5 - Surface Mounted. Similar or Equal and Approved

No 3

eType J : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted. Similar or Equal and Approved

No 1

fType Je : BEKA Vapourline VLN 2 x 28W ECG T5 - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 1

gType Pe : BEKA Series 51 Bulkhead 51018 LED 18W - Prismatic Clear - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved

No 4



b. 16 Amp 1 lever 2 way light switches No Rate Only

c. 16 Amp 1 lever 1 way weatherproof light switch No Rate Only


Lump Sum 1



40

470



8,10 Power





d. End Caps No 2






b 16 Amp 3-pin flush mounted switched socket outlet weatherproof. No Rate Only




8.11 Wiring












41

471







d.


Sum 1


42

472


BILL9 : EARTHING AND LIGHTNING PROTECTION


9.1 Earthing and lightning protection.

The electrical contractor is required to appoint aSpecialist Earthing and Lightning Protection sub-contractor namely Pontins to implement these specialistportions of the work and to perform a Resistivity of thesoil test before installing the earthing system.

PC Sum 1

9.1.1 Supply and install 500mm x 50mm x 3mm earthbar on insulators against wall No 10

9.1.2 Supply and install 800mm x 50mm x 3mm earthbar on insulators against wall in Main LV Room No 1

9,1,3 Supply and install 800mm x 50mm x 3mm earthbar on insulators against wall in Battery Room No 2









9.4


a. 100 x 100mm conduit box galvanised No 70

b. 100mm x 100mm blank cover plate and plated screws No 70

c. Supply and installation of 1.6mm steel draw wire m 4 500


CITY OF EKURHULENI


43

473




a. System design and Earth Tests Sum 1

b. Testing, commissioning and handover of the installation Sum 1

c. Instruction manuals Sets 4

d. Sets of 'as built' drawings Sum 1

e.


Sum 1


44

474


BILL10: EMERGENCY STANDBY GENERATOR


10.1 GENERATOR

a. Supply and installation of a 800kVA 400V 50HZ Generator complete with AMF panel No 1

b. Overhead charges and profit on item 9.1a (max 5%) 5% 1

10.2 Supply and install 300mm x 50mm x 3mm earthbar on insulators against wall in Generator Room No 1


a. Testing, commissioning and handover of the standby generator. Sum 1



d.


Sum 1


CITY OF EKURHULENI


45

475


BILL 11: UNINTERRUPTABLE POWER SUPPLY (UPS)


11.1 UPS

a. Supply and installation of a 20kVA UPS Three phase in and Three phase out with 2 hours battery back-up time PC Sum 1

The contractor must satisfy himself what stands inthe Specification regarding the UPS and by whomthe UPS and Batteries should be ordered.

11.2 Overhead charges and profit on item 10.1 a (max 1.5%) Sum 1

11.3 Supply and install 300mm x 50mm x 3mm earthbar on insulators against wall No 1


a. Testing, commissioning and handover of the UPS system Sum 1



d.


Sum 1

CITY OF EKURHULENI



46

476


BILL 12: FIRE DETECTION


12.1 FIRE DETECTION

a. Supply and install Fire Control Panel No 5

b. Supply and install Zone Cards No 6 Inclusive

c. Supply and install Passive mimic No 5

d. Supply and install loop expansion kit No 4

e. Supply and install Batteries No 10

f. Supply and install Optical Smoke Detectors No 80

g. Supply and install Heat Smoke Detectors No 6

h. Supply and install manual call points No 15

i. Supply and install Siren/Strobe light No 10

j. Labelling of complete Fire Detection system Sum 1

k. Fire Retardant wiring m 2 500

l. Supply and install 20mm dia PVC Conduit m 2 500

m. 60mm dia round box PVC 20mm entries (1/2/3/4 way) No 120

n. Test and Commission the complete Fire Detection installation Sum 1


CITY OF EKURHULENI


47

477



12.2 Additional Items

a.

Allow provision of any other item such as addressable line relays for shut down of HVAC systems etc. necessary to complete the fire detection system which includes

Sum 1


a. System design, Configuration and Programming Sum 1

b. Testing, commissioning and handover of the fire detection system. Sum 1



e.


Sum 1


48

478


BILL 13: ACCESS CONTROL AND TIME AND ATTENDANCE


13.1 ACCESS CONTROL AND TIME AND ATTENDANCE

The contractor must satisfy himself what stands inthe Specification regarding the Access Control andTime & Attendance with reference to the installationof the Access Control and Time & AttendanceSystem

PC Sum 850 000.00R

13.2 BASEMENT : MOTOR GATESupply and installation of the following at the entrancegate into the Basement Parking Area.

a. Centurion D5 Evo sliding gate motor kit including rack No 1

b. Centurion Flux 11 Sensitive Inductive Loop Detector No 1

c. Centurion Beam Gate 40m No 2

d.Weather/Tampered proof steel box with lockable door forsensitive inductive loop detector installed against wall. No 1

13.3 BASEMENT : PEDESTRIAN GATE

Supply and installation of the following at the pedestrianentrance gate into the Basement Parking Area.

a. Magnetic Lockset No 1

b. Door/gate Closer No 1

c. Powersupply with battery No 1

d. Pusbuttons No 2



b. Testing, commissioning and handover of the access control system. Sum 1



e.


Sum 1


CITY OF EKURHULENI


49

479


BILL 14: DEMOLITION OF EXISTING ELECTRICAL INSTALLATION


14.1

The electrical contractor is responsible to demolish theexisting electrical installation on site and to remove allruble from the site. The existing main distribution boardon the boundary have to be kept in tact for the SiteConstruction Power during the construction of the newBus Depot.

PC Sum 100 000.00R


CITY OF EKURHULENI


50

480


BILL 15: ELECTRIC FENCING INSTALLATION


15.1The electrical contractor is responsible to appoint aelectric fencing contractor to install a 8 wire electricfence on all four boundary walls

PC Sum 300 000.00R



b. Testing, commissioning and handover of the access control system. Sum 1



e.


Sum 1


CITY OF EKURHULENI


51

481

CITY OF EKURHULENI


SECTION 8: ELECTRICAL INSTALLATION

BILL NO. DESCRIPTION AMOUNT (R)

1 EXTERNAL INSTALLATION

2 ADMINISTRATION BUILDING

3 MAINTENANCE BUILDING

4 TRAINING BUILDING

5 REFUELLING BUILDING

6 WASHBAY

7 SECURITY GATEHOUSE

8 STAFF ENTRANCE

9 EARTHING AND LIGHTNING PROTECTION

10 EMERGENCY STANDBY GENERATOR

11 UNINTERRUPTABLE POWER SUPPLY (UPS)

12 FIRE DETECTION

13 ACCESS CONTROL & TIME ATTENDANCE

14 DEMOLITION OF EXISTING ELECTRICAL INSTALLATION

15 ELECTRICAL FENCING INSTALLATION


52

482

SECTION NO.9: MECHANICAL INSTALLATION

LIFT INSTALLATION: ADMIN AND MAITENANCE BUILIDING

1 PREAMBLES

1.1 All Equipment supplied under this contract shall be fully compliant with the manufacturer's technical specifictions.

1.2 Descriptions of Lifts shall be deemed to include hoisting and placing into position, structural and electrical connections, electrical supply according manufacturer standards (between local isolator and mechanical equiment), vibration isolation mountings, etc.

1.3 After completion of the Works and before first delivery is taken, a full test will be carried out on the installation for a period of sufficient duration to determine the satisfactory working thereof. During this period the whole of the Works will be inspected and the Contractor shall make good, to the satisfaction of the Representative/Agent, any deficiences that may arise. The Contractor shall provide all instruments and equipment required for testing. Any water and power required for the commissioning and testing of installations on their completion will be provided by and at the expense of the Client.

1.4 Where applicable, the installation shall comply in all respects with the latest amendments of all acts and regulations as stated in the Standard Specifications

1.5 All rates supplied by the Tenderer shall cover the costs of supplying the equipment to the relevant site as well as full installation of the equipment on site as per the Supplier's specifications.

1.6 The supplier of the Lifts shall refer to the archtitect drawings for dimensions of the lift shafts.


CITY OF EKURHULENI

ITEM NRUNIT QTY RATE AMOUNT

1

483

A ADMIN BUILDING

A.1 Supply, install, test and commision the following Lifts:

A.1.113 Passenger Stretcher type Lift, 1.0 m/s lift speed, total lift travel: 4.3m (2 storey levels) complete with all required ancillaries, structural connections, electrical connections, lift motor, counter weight, lift cables ect.

No 1

B MAINTENANCE WORKSHOP

B.1 Supply, install, test and commision the following Lifts:

B.1.113 Passenger Stretcher type Lift, 1.0 m/s lift speed, total lift travel: 7.35m (3 storey levels) complete with all required ancillaries, structural connections, electrical connections, lift motor, counter weight, lift cables ect.

No 1

C1 DrawingsC1.1

Preparation of shop drawings for approval for all manufactured equipment Sum 1

C1.2 Preparation of final as built drawings and wiring diagrams in terms of the standard specification Sum 1

C2 O & M ManualsC2.1 Compilation of operating and maintenance manual for all LIFTS related

equipment as specified in the Standard Specification No 3

C3 Maintenance and GuaranteeC3.1 12 Months maintenance and guarantee on entire installed mechanical

works of this project, as per the technical specifications.. Sum 1

AMOUNT

CARRIED TO FINAL SUMMARY PAGE

DESCRIPTION UNIT QTY RATE

2

484


COMPRESSED AIR : REFUEL, WASHBASY & MAITENANCE BUILDINGS

1 PREAMBLES1.1 All items must be read in conjunction with the Technical Specification (if

applicable) which contains the full meaning and description of the work to be done and materials and equipment to be used. Unless otherwise described, references made to clauses in items refer to the Supplementary Technical Specification and the latest issue of the South African National Standards for compressed air installations.

1.2 Descriptions of Compressors shall be deemed to include hoisting and placing into position, compressor-to-pipe connections, electrical supply according manufacturer standards (between local isolator and mechanical equiment), vibration isolation mountings, etc.

1.3 The entire works shall be fully compliant with all Compressed Air installations regulations for buildings as stated in the South African National Standard (SANS) codes.

1.4 Description of the compressed air piping and rates shall be deemed to include all required hoisting in position, brackets, all tools for complete installation, pipe hangers and all other connections. All steel type piping shall have welded or threaded ends.



1.7 All rates supplied by the Tenderer shall cover the costs of supplying the equipment to the relevant site as well as full installation of the equipment on site as per the technical specifications.

1.8The supplier of the compressed air system shall refer to drawing nr. PK326-M-CA-011, PK326-M-CA-211 and PK326-M-CA-411 for indicative pipe routes and estimate pipe lenghts. The Supplier shall size the pipework of the entire system. The contractor must make own allowance for loss of material due to cutt-offs and pipe inserts throughout the project.

1.9

All compressed air pipe shall be installed in accordance with the Specialist Supllier's specifications with and including expansion couplings, electroweld couplings, ring seal sockets, fusion welded joints in the running length.

CITY OF EKURHULENI



3485

A MAINTENANCE BUILDING

A.1 COMPRESSED AIR INSTALLATION

Supply, install, test and commision of the following equipment:

A.1.1 Workshop screw type air compressor, Schulz model nr SRP 4060 E, rated 173 CFM @ 14 bar, 45 kW VFD motor, complete with all necessary ancillaries.

No 1

A.1.2 1000 Litre vertical Air receiver No 1

A.1.3 Air filter station in-line with coalescent filter set and bypass manifold Sum 1

A.1.4 Compressed air pipe network (between compressor and final supply terminals) to fit entire workshop layout as shown on drawing nr: PK326-M-CA-211, complete with all required pipe fittings, flexible connections to pumps, ball valves, pipe hangers, pipe supports, ect.

Sum 1

Carried forward

DESCRIPTION UNIT QTY RATE AMOUNT

4486

B REFUEL BUILDING

B.1 COMPRESSED AIR INSTALLATION


B.1.1 Refuel Building screw type air compressor, Schulz model nr SRP 3040 E, rated 135 CFM @ 11 bar, 30 kW VFD motor, complete with all necessary ancillaries.

No 1

B.1.2 500 Litre vertical Air receiver with coalescent filters No 1

B.1.3 Air filter station in-line with main supply pipe Sum 1

B.1.4 Compressed air pipe network (between compressor and final supply terminals) to fit refuel building layout as shown on drawing nr: PK326-M-CA-411, complete with all required pipe fittings, flexible connections to pumps, ball valves, pipe hangers, pipe supports, ect.

Sum 1

C WASH BAY

C.1 COMPRESSED AIR INSTALLATION


C.1.1 Compressed air pipe network (between Wash Bay Pumproom and final supply terminals) to fit Washbay layout as shown on drawing nr: PK326-M-CA-511, complete with all required pipe fittings, flexible connections, ball valves, pipe hangers, pipe supports, supply terminals, ect.

Sum 1

Brought forward

Carried forward


5487

D SITE

D.1 COMPRESSED AIR LINK PIPED.1.1 Supply and install Mepla pipes (Geberit) completely installed in ground,

rates of pipes shall include all required pipe coupling/connections and pipe coupling / adapters to other pipe types as required on site.

D.1.1.1 ø50 m 100D.1.1.2 ø63 m 120

D.1.2 Supply and install Mepla pipe fittings (Geberit) completely installed in or above ground, outdoors or indoors, as required.

D.1.2.1 90° Elbow:D.1.2.1.1 ø63-ø63 No 10D.1.2.1.2 ø50-ø50 No 5

D.1.2.2 Reducers/adapters:D.1.2.2.1 ø63-ø50 No 3

D.1.2.3 Tees:D.1.2.3.1 ø63-ø63-ø63 No 1

D.2 Supply and install VALVES completely installed in valve chambers or above ground, outdoors or indoors, as required on site.

D.2.1 Ball Valve:D.2.1.1 ø50 No 4

D1 DrawingsD1.1


D1.2 Preparation of final as built drawings and wiring diagrams in terms of the standard specification Sum 1

D2 O & M ManualsD2.1 Compilation of operating and maintenance manual for all LIFTS related


D3 Maintenance and GuaranteeD3.1 12 Months maintenance and guarantee on entire installed mechanical


AMOUNT

Brought forward



6488


COLD ROOMS : ADMIN BUILDING

5 PREAMBLES

5.1 All Equipment supplied under this contract shall be fully compliant with the Engineer's technical specifictions.

5.2 Descriptions of Cold Rooms shall be deemed to include hoisting and placing into position, structural and electrical connections, condensate drains, temperature gauges, controllers, cold rooms wall, roof and floor panels, thermal insulation, refrigerant piping, blowercoil units, outdoor condensors, electrical supply according manufacturer standards (between local isolator and mechanical equiment), vibration isolation mountings, etc.



5.5 All rates supplied by the Tenderer shall cover the costs of supplying the equipment to the relevant site as well as full installation of the equipment on site as per the Supplier's specifications.

5.5The supplier of the Cold Rooms shall refer to the Engineer's drawings for dimensions of the space footprint and volume required for the cold rooms.

Description of the refrigerant piping and condensate piping shall be deemed to include all required hoisting in position, brackets, pipe hangers, elbows, tees, flare nut connections, and all other connections. Condensate piping shall be deemed to include connection to AC units and discharge to nearest drain with suitable U-trap. Refrigerant piping shall be deemed to include Armaflex thermal insulation, refrigerant, all welding materials (and gas) to the specification of the manufacturer. Refrigerant piping handling R410A shall be copper piping as supplied by Maksal with radial wall thickness to AC unit supplier specification. Refrigerant piping installation shall be deemed to include the flushing /purging of all joints with nitrogen whilst the welding is taking place to prevent oxidizing / forming of scale.

- - -

CITY OF EKURHULENI



7489

A ADMIN BUILDING

A.1Supply, install, test and commision the following Cold / Freezer Rooms:

A.1.1 Cold Room with internal dimensions of 1.1m W x 1.6m D x 2.4m H, complete with all required panels, doors, temperature gauges, light switches, lights, electrical connections, ect.

No 1

A.1.1 Freezer Room with internal dimensions of 1.6m W x 1.2m D x 2.4m H,

complete with all required panels, doors, temperature gauges, light switches, lights, electrical connections, ect.

No 1

A.2 Supply, install, test and commision Blower Coil Unit for Cold / Freezer room, complete with condensor unit, supports brackets, controllers, electrical connections, accessories ect.:

A.2.1 CR1/01 ( 1kw ) No 1A.2.2 FR1/01 ( 2,2kw) No 1

A.3 Supply, install, test and commission refrigerant piping (supply and return), wiring and condensate piping for units :

A.3.1 CR1/01 m 7A.3.2 FR1/01 m 9

A.3 Supply and install the following standard / cutom made 4 tier cold room shelves manufactured from stainless steel:

A.3.1 700mm Long x 500mm Deep x 1800mm High No 2A.3.2 1100mm Long x 500mm Deep x 1800mm High No 1

B1 DrawingsB1.1


B1.2 Preparation of final as built drawings and wiring diagrams in terms of the standard specification Sum 1

B2 O & M ManualsB2.1 Compilation of operating and maintenance manual for all LIFTS related


B3 Maintenance and GuaranteeB3.1 12 Months maintenance and guarantee on entire installed mechanical


AMOUNT

Carried to Summary Page


8490


DOMESTIC HOT & COLD WATER : ALL BUILDINGS

1 PREAMBLES

1.1 All items must be read in conjunction with the Technical Specification which contains the full meaning and description of the work to be done and materials and equipment to be used. Unless otherwise described, references made to clauses in items refer to the Supplementary Technical Specification and the latest issue of the South African National Standards for cold and hot water installations.

1.2 Descriptions of Heatpumps, pumps & Boilers/Hot Water Vessels shall be deemed to include hoisting and placing into position, MCC's, pipe connections or ports, refrigerant gas, condensate drains, controllers, electrical supply according manufacturer standards (between local isolator and mechanical equiment), insulation,tank cladding, vibration isolation mountings, pipe connections, etc. Refrigerant piping installation shall be deemed to include the flushing /purging of all joints with nitrogen whilst the welding is taking place to prevent oxydizing / forming of scale.

1.3 Description of the hot & cold water piping and rates shall be deemed to include all required hoisting in position, brackets, all tools for complete installation, pipe hangers and all other connections. All Mepla type piping including all relevant Mepla type pipe fittings and accessories shall be installed strictly in accordance with the manufacturer's specifications.



1.6 All rates supplied by the Tenderer shall cover the costs of supplying the equipment to the relevant site as well as full installation of the equipment on site as per the technical specifications.

1.7 All pipe lenghts indicated in this bill are the actual CAD measured lenghts of designed piping as per the drawings. The contractor must make own allowance for loss of material due to cutt-offs and pipe inserts throughout the project.

1.8 All High Density Polyethelyne (HDPe) pipe shall be installed in accordance with the Manufacturers Specifications with and including expansion couplings, electroweld couplings, ring seal sockets, fusion welded joints in the running length.

CITY OF EKURHULENI



9491

AADMINISTRATION BUILDING

A.1 DOMESTIC WATER INSTALLATIONA.1.1 Supply and install Mepla pipes (Geberit) completely installed against or

chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

A.1.1.1 ø16 m 398A.1.1.2 ø20 m 154A.1.1.3 ø26 m 100A.1.1.4 ø32 m 73A.1.1.5 ø50 m 30A.1.1.6 ø63 m 26A.1.1.7 ø75 m 49

A.1.2 Supply and install Pipe thermal insulation / lagging installed for hot water piping.

A.1.2.1 ø16 m 215A.1.2.2 ø20 m 71A.1.2.3 ø26 m 55A.1.2.4 ø32 m 58A.1.2.5 ø50 m 5A.1.2.6 ø75 m 48

Carried forward


10492

A.1.3 Supply and install Mepla pipe fittings (Geberit) completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

A.1.3.1 90° Elbow:A.1.3.1.1 ø16-ø16 No 285A.1.3.1.2 ø20-ø20 No 68A.1.3.1.3 ø26-ø26 No 29A.1.3.1.4 ø32-ø32 No 30A.1.3.1.5 ø50-ø50 No 9A.1.3.1.6 ø63-ø63 No 9A.1.3.1.7 ø75-ø75 No 15A.1.3.2 Reducer:A.1.3.2.1 ø16-ø15 (adapter) No 18A.1.3.2.2 ø20-ø16 No 68A.1.3.2.3 ø26-ø16 No 15A.1.3.2.4 ø26-ø20 No 17A.1.3.2.5 ø26-ø25 No 12A.1.3.2.6 ø32-ø16 No 12A.1.3.2.7 ø32-ø20 No 4A.1.3.2.8 ø32-ø26 No 5A.1.3.2.9 ø50-ø16 No 21A.1.3.2.10 ø50-ø20 No 2A.1.3.2.11 ø50-ø26 No 1A.1.3.2.12 ø50-ø32 No 2A.1.3.2.13 ø63-ø26 No 1A.1.3.2.14 ø63-ø32 No 1A.1.3.2.15 ø63-ø50 No 3A.1.3.2.16 ø65-ø63 No 3A.1.3.2.17 ø75-ø16 No 13A.1.3.2.18 ø75-ø26 No 1A.1.3.2.19 ø75-ø32 No 2A.1.3.2.20 ø75-ø50 No 1A.1.3.2.21 ø80-ø75 (GS to mepla) No 4

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Carried forward


11493

A.1.3.2.22 ø25-ø20 No 16A.1.3.2.23 ø26-ø25 (adapter) No 7A.1.3.2.24 ø32-ø26 No 4A.1.3.2.25 ø65-ø63 No 3A.1.3.2.26 ø75-ø26 No 1A.1.3.2.27 ø75-ø50 No 2A.1.3.2.28 ø80-ø75 (GS to mepla) No 6A.1.3.3 Tee:A.1.3.3.1 ø16-ø16-ø16 No 4A.1.3.3.2 ø20-ø20-ø20 No 61A.1.3.3.3 ø26-ø26-ø26 No 23A.1.3.3.4 ø32-ø32-ø32 No 21A.1.3.3.5 ø50-ø50-ø50 No 24A.1.3.3.6 ø63-ø63-ø63 No 5A.1.3.3.7 ø75-ø75-ø75 No 19

A.1.4 Supply and install Ball Valve:

A.1.4.1 ø15 No 9A.1.4.2 ø20 No 5A.1.4.3 ø25 No 6A.1.4.4 ø32 No 5A.1.4.5 ø65 No 1A.1.4.6 ø80 No 2

A.1.5 Supply and install Angle Stop Valve:

A.1.5.1 ø15 No 74

A.1.6 Supply and install Pressure Reducing Valve:

A.1.6.1 ø50 No 1

A.1.7 Supply and install Thermostatic Balancing Valve:

A.1.7.1 ø15 No 4

AMOUNT

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Carried forward


12494

A.2Supply and install the following Hot Water Plant Equipment completely installed within the plant space, outdoors or indoors, complete with brackets, supports, vibration mountings, electrical connections and cabling to isolators, thermal cladding, controllers & MCC's as required.

A.2.1 Hot Water Storage: A.2.1.1 4000 Litre HW tank (with standard accessories) No 2A.2.2 Hot Water Generation:A.2.2.1 45 kW Heatpump No 2A.2.3 HW Storage Vessel Accessories:A.2.3.1 Temperature Gauge No 8A.2.3.2 Pressure Gauge No 4A.2.3.3 Pressure Relieve Valve No 2

A.2.4 Pumps:A.2.4.1 HW circulation pump - 6.8 L/min @ 5m H No 2

A.2.5 Valves:A.2.5.1 Automatic return temperature control valve - Ø 20mm No 3A.2.5.2 Ø 25mm Ball Valve No 10A.2.5.3 Ø 32mm Ball Valve No 4A.2.5.4 Ø 65mm Ball Valve No 3A.2.5.5 Ø 80mm Ball Valve No 3A.2.5.6 Ø 20mm Non-Return Valve No 2A.2.5.7 Ø 25mm Strainer No 4

Ø 65mm Pressure Reducing Valve No 1

A.2.6 Electrical:A.2.6.1 Provide for all electrical work in hot water plant room including connection to

electrical elements and circulation pumps, cabling, conduits, wiring, circuit breakers, isolators and protection switchgear for complete installation. Sum 1

Brought forward

Carried forward


13495

B MAINTENANCE BUILDING

B.1 DOMESTIC WATER INSTALLATION B.1.1 Supply and install Mepla pipes (Geberit) completely installed against or


B.1.1.1 ø16 m 113B.1.1.2 ø20 m 69B.1.1.3 ø26 m 5B.1.1.4 ø32 m 70B.1.1.5 ø50 m 10

B.1.2 Supply and install Pipe thermal insulation / lagging installed for hot water piping.

B.1.2.1 ø16 m 85B.1.2.2 ø20 m 19B.1.2.3 ø26 m 3B.1.2.4 ø32 m 67

B.1.3 Supply and install Mepla pipe fittings (Geberit) completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

B.1.3.1 90° Elbow:B.1.3.1.1 ø16-ø16 No 53B.1.3.1.2 ø20-ø20 No 27B.1.3.1.3 ø26-ø26 No 6B.1.3.1.4 ø32-ø32 No 15B.1.3.1.5 ø50-ø50 No 2

B.1.3.2 Reducers:B.1.3.2.1 ø20-ø16 No 20B.1.3.2.2 ø26-ø20 No 5B.1.3.2.3 ø26-ø25 No 4B.1.3.2.4 ø32-ø16 No 7B.1.3.2.5 ø32-ø20 No 5B.1.3.2.6 ø32-ø26 No 1B.1.3.2.7 ø50-ø16 No 4B.1.3.2.8 ø50-ø20 No 1B.1.3.2.9 ø50-ø26 No 1B.1.3.2.10 ø50-ø32 No 1

Brought forward

Carried forward


14496

B.1.3.3 Tee:B.1.3.3.1 ø20-ø20-ø20 No 14B.1.3.3.2 ø26-ø26-ø26 No 3B.1.3.3.3 ø32-ø32-ø32 No 11B.1.3.3.4 ø50-ø50-ø50 No 7

B.1.4 Supply and install Ball Valve:B.1.4.1 ø15 No 1B.1.4.2 ø20 No 9B.1.4.3 ø25 No 2B.1.4.4 ø32 No 5B.1.4.5 ø50 No 7B.1.4.6 ø65 No 2B.1.4.7 ø80 No 2

B.1.5 Supply and install Angle Stop Valve:

B.1.5.1 ø15 No 20

B.1.6 Supply and install Butterfly Valve:

B.1.6.1 ø100 No 1

B.1.7 Supply and install Strainer:

B.1.7.1 ø100 No 1

B.1.8 Supply and install Non-Return Valve:

B.1.8.1 ø80 No 1

B.1.9 Supply and install Level Control Float Valve:

B.1.9.1 ø50 No 3

B.1.10 Supply and install Pressure Reducing Valve:

B.1.10.1 ø50 No 1

B.2.1 Supply and install Galvanised Steel pipes completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

B.2.1.1 ø20 m 13B.2.1.2 ø40 m 6B.2.1.3 ø50 m 119B.2.1.4 ø65 m 16B.2.1.5 ø80 m 109B.2.1.6 ø100 m 1

AMOUNT

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Carried forward


15497

B.2.2 Supply and install Galvanised Steel pipe fittings completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

B.2.2.1 90° Elbow: B.2.2.1.1 ø20-ø20 No 1B.2.2.1.2 ø50-ø50 No 11B.2.2.1.3 ø65-ø65 No 1B.2.2.1.4 ø80-ø80 No 9B.2.2.1.5 ø100-ø100 No 1

B.2.2.2 Blank Flange (to suite Booster Pump manifold ends):B.2.2.2.1 ø100 No 2

B.2.2.3 Reducers:B.2.2.3.1 ø50-ø20 No 1B.2.2.3.2 ø65-ø50 No 1B.2.2.3.3 ø80-ø50 No 1B.2.2.3.4 ø80-ø65 No 3B.2.2.3.5 ø150-ø80 No 2B.2.2.3.6 ø150-ø100 No 2

B.2.2.4 Tee:B.2.2.4.1 ø50-ø50-ø50 No 3B.2.2.4.2 ø65-ø65-ø65 No 1B.2.2.4.3 ø80-ø80-ø80 No 4

B.3 Domestic Water Pump (Grundfos or KSB):B.3.1 Supply, install, test & commision Booster (Jockey Type) pumpset complete

with 1 duty / 1 standby vertical multistage centrifugal pumps, with VSD motors, standard factory pump controller, baseframe, suction & discharge headers, isolating valves, NRVs, buffer tank, pressure sensors ect. Duty per pump: 9.2 L/s @ 40m H

No 1

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16498

C TRAINING BUILDING

C.1 DOMESTIC WATER INSTALLATION C.1.1 Supply and install Mepla pipes (Geberit) completely installed against or


C.1.1.1 ø16 m 3C.1.1.2 ø20 m 4

C.1.2 Supply and install Mepla pipe fittings (Geberit) completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

C.1.2.1 90° Elbow:C.1.2.1.1 ø16-ø16 No 1C.1.2.1.2 ø20-ø20 No 2

C.1.2.2 Reducers:C.1.2.2.1 ø20-ø16 No 2

C.1.2.3 Tee:C.1.2.3.1 ø20-ø20-ø20 No 1

C.1.3 Supply and install Angle Stop Valve:

C.1.3.1 ø15 No 2

C.1.4 Supply and install Pressure Reducing Valve:

C.1.4.1 ø25 No 1

C.1.5 Supply and install electric Water Heater:

C.1.5.1 10 Liter (Under Basin type) No 1

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17499

D REFUEL BUILDING

D.1 DOMESTIC WATER INSTALLATION D.1.1 Supply and install Mepla pipes (Geberit) completely installed against or


D.1.1.1 ø16 m 102D.1.1.2 ø20 m 24D.1.1.3 ø26 m 22D.1.1.4 ø32 m 9D.1.1.5 ø40 m 2D.1.1.6 ø50 m 38

D.1.2 Supply and install Mepla pipe fittings (Geberit) completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

D.1.2.1 90° Elbow:D.1.2.1.1 ø16-ø16 No 65D.1.2.1.2 ø20-ø20 No 11D.1.2.1.3 ø26-ø26 No 7D.1.2.1.4 ø32-ø32 No 6D.1.2.1.5 ø50-ø50 No 13D.1.2.2 Reducers:D.1.2.2.1 ø20-ø16 No 10D.1.2.2.2 ø26-ø16 No 11D.1.2.2.3 ø26-ø20 No 1D.1.2.2.4 ø26-ø25 No 4D.1.2.2.5 ø40-ø16 No 2D.1.2.2.6 ø50-ø16 No 8D.1.2.2.7 ø50-ø20 No 2D.1.2.2.8 ø50-ø26 No 2D.1.2.2.9 ø50-ø32 No 2D.1.2.2.10 ø50-ø40 No 1D.1.2.3 Tee:D.1.2.3.1 ø16-ø16-ø16 No 5D.1.2.3.2 ø20-ø20-ø20 No 8D.1.2.3.3 ø26-ø26-ø26 No 8D.1.2.3.4 ø40-ø40-ø40 No 1D.1.2.3.5 ø50-ø50-ø50 No 12

D.1.3 Supply and install Angle Stop Valve:

D.1.3.1 ø15 No 16

AMOUNT

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Carried forward


18500

D.1.4 Supply and install Ball Valve:

D.1.4.1 ø20 No 7D.1.4.2 ø25 No 2D.1.4.3 ø32 No 2D.1.4.4 ø50 No 7

D.1.5 Supply and install Pressure Reducing Valve:

D.1.5.1 ø50 No 1

D.2Supply and install the following Hot Water Plant Equipment completely installed within the plant space, outdoors or indoors, complete with brackets, supports, vibration mountings, electrical connections and cabling to isolators, thermal cladding, controllers & MCC's as required.

D.2.1 Hot Water Storage:D.2.1.1 2000 Litre HW tank (with standard accessories) No 1D.2.2 Hot Water Generation:D.2.2.1 18 kW Heatpump No 1D.2.3 HW Storage Vessel Accessories:D.2.3.1 Temperature Gauge No 2D.2.3.2 Pressure Gauge No 2D.2.3.3 Pressure Relieve Valve No 1

D.2.5 Pumps:D.2.5.1 HW circulation pump - 5 L/min @ 2m H No 2

D.2.6 Electrical:D.2.6.1 Provide for all electrical work in hot water plant room including connection to

electrical elements and Heatumps, boilers, cabling, conduits, wiring, circuitbreakers, isolators and protection switchgear for complete installation. Sum 1

D.2.7 Supply and install Pipe thermal insulation / lagging installed for all hot water piping.

D.2.7.1 ø16 m 50D.2.7.2 ø20 m 5D.2.7.3 ø26 m 10D.2.7.4 ø32 m 9D.2.7.5 ø50 m 18

D.2.8 Valve:D.2.8.1 Ø 20mm Non-Return Valve No 2

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Carried forward


19501

E.1 DOMESTIC WATER INSTALLATION E.1.1 Supply and install Galvanised Steel pipes completely installed against or


E.1.1.1 ø32 m 1E.1.1.2 ø40 m 7

E.1.2 Supply and install Galvanised pipe fittings completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

E.1.2.1 90° Elbow:E.1.2.1.1 ø40-ø40 No 2

E.1.2.2 Reducers:E.1.2.2.1 ø40-ø32 No 2

E.1.3 Supply and install Pressure Reducing Valve:

E.1.3.1 ø40 No 1

F SECURITY BUILDING

F.1 DOMESTIC WATER INSTALLATIONF.1.1 Supply and install Mepla pipes (Geberit) completely installed against or


F.1.1.1 ø16 m 2F.1.1.2 ø20 m 4F.1.1.3 ø26 m 2

F.1.2 Supply and install Mepla pipe fittings (Geberit) completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

F.1.2.1 90° Elbow:F.1.2.1.1 ø16-ø16 No 6F.1.2.1.2 ø26-ø26 No 2F.1.2.2 Reducers:F.1.2.2.1 ø20-ø16 No 2F.1.2.2.2 ø26-ø20 No 2F.1.2.2.3 ø26-ø25 No 1F.1.2.3 Tee:F.1.2.3.1 ø20-ø20-ø20 No 1F.1.2.3.2 ø26-ø26-ø26 No 1

F.1.3 Supply and install Angle Stop Valve:

F.1.3.1 ø15 No 4

F.1.4 Supply and install Pressure Reducing Valve:

F.1.4.1 ø40 No 1

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20502

G STAFF GATEHOUSE

G.1 DOMESTIC WATER INSTALLATIONG.1.1 Supply and install Mepla pipes (Geberit) completely installed against or


G.1.1.1 ø16 m 2G.1.1.2 ø20 m 1

G.1.2 Supply and install Mepla pipe fittings (Geberit) completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

G.1.2.1 90° Elbow:G.1.2.1.1 ø16-ø16 No 2G.1.2.1.2 ø20-ø20 No 2

G.1.2.2 Reducers:G.1.2.2.1 ø20-ø16 No 1G.1.2.2.2 ø25-ø20 No 1

G.1.2.3 Tee:G.1.2.3.1 ø20-ø20-ø20 No 1

G.1.3 Supply and install Angle Stop Valve:

G.1.3.1 ø15 No 2

G.1.4 Supply and install Ball Valve:

G.1.4.1 ø20 No 1

G.1.5 Supply and install Pressure Reducing Valve:

G.1.5.1 ø20 No 1

AMOUNT

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H SITE

H.1 DOMESTIC WATER INSTALLATION H.1.1 Supply and install Galvanised Steel pipes completely installed into valve

chambers or onto walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

ø50 m 13

ø80 m 5

ø100 m 4

H.1.2 Supply and install Galvanised pipe fittings completely installed against or chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

H.1.2.1 90° Elbow:

ø100-ø100 No 3

H.1.2.2 Reducers / adapters:

ø65-ø63 No 1

ø100-ø50 No 1

ø100-ø80 No 1

ø50-ø40 No 1

ø110-ø100 No 1

H.1.2.3 Tee:

ø100-ø100-ø100 No 1

ø50-ø50-ø50 No 1

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H.1.3 Supply and install HDPE pipes completely installed in ground, rates of pipes shall include butt-welding of pipe ends to other HDPE fittings.

ø25 m 70

ø40 m 140

ø50 m 45

ø63 m 60

ø110 m 120

H.1.4 Supply and install HDPE pipe fittings completely installed in or above ground, outdoors or indoors, as required.

H.1.4.1 90° Elbow:

ø25-ø25 No 7

ø40-ø40 No 3

ø50-ø50 No 1

ø63-ø63 No 2

ø110-ø110 No 4

H.1.4.2 Reducers/adapters:

ø25-ø20 No 1

ø50-ø40 No 3

ø40-ø25 No 1

ø63-ø50 No 1

ø110-ø100 No 2

H.1.4.3 Tee:

ø40-ø40-ø25 No 1

ø50-ø50-ø25 No 2

ø50-ø50-ø40 No 1

ø110-ø110-ø25 No 1

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23505

H.1.5 Supply and install VALVES completely installed in valve chambers or above ground, outdoors or indoors, as required on site.

H.1.5.1 Ball Valve:

ø25 No 2

ø32 No 2

ø40 No 2

ø50 No 4

ø65 No 2

ø100 No 4

H.1.5.2 Non-Return Valve:

ø100 No 1

H.1.5.3 Water Meter:

ø100 No 1

H.1.6Supply and install TAP for drinking water on site above ground, outdoors complete with 1m standpipe and pipe connection fitting below ground .

H.1.6.1 ø20 No 10

I1 DrawingsI1.1


I1.2 Preparation of final as built drawings and wiring diagrams in terms of the standard specification Sum 1

I2 O & M ManualsI2.1 Compilation of operating and maintenance manual for all LIFTS related


I3 Maintenance and GuaranteeI3.1 12 Months maintenance and guarantee on entire installed mechanical


AMOUNT

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24506


HEATING, VENTILATION & AIRCONDITIONING : ALL BUILDINGS

1.1 PREAMBLES

1.1.1 All items must be read in conjunction with the Technical Specification which contains the full meaning and description of the work to be done and materials and equipment to be used. Unless otherwise described, references made to clauses in items refer to the Supplementary Technical Specification and the latest issue if the Department Standard Specification for Conditioning and Ventilation Installations

- - -

1.1.2 Descriptions of indoor/outdoor air handling systems shall be deemed to include hoisting and placing into position, connections, refrigerant gas, condensate drains, controllers, electrical supply according manufacturer standards (between local isolator and mechanical equiment), Return air plenum, insulation, vibration isolation mountings, suitable galvanized subframe, or hangers, drip trays, flexible ducting and pipe connections, etc. Refrigerant piping installation shall be deemed to include the flushing /purging of all joints with nitrogen whilst the welding is taking place to prevent oxydizing / forming of scale.

- - -

1.1.3 Description of the refrigerant piping and condensate piping shall be deemed to include all required hoisting in position, brackets, pipe hangers, elbows, tees, flare nut connections, and all other connections. Condensate piping shall be deemed to include connection to AC units and discharge to nearest drain with suitable U-trap. Refrigerant piping shall be deemed to include Armaflex thermal insulation, refrigerant, all welding materials (and gas) to the specification of the manufacturer. Refrigerant piping handling R410A shall be copper piping as supplied by Maksal with radial wall thickness to AC unit supplier specification. Refrigerant piping installation shall be deemed to include the flushing /purging of all joints with nitrogen whilst the welding is taking place to prevent oxidizing / forming of scale.

- - -

1.1.4 Descriptions of Fan assemblies shall be deemed to include support from the structure, flexible or other connections to ductwork, vibration isolation mountings, motors and airtight inspection doors.

- - -

1.1.5 Description of AC split units and VRV units shall be deemed to include hanging brackets/supports, wired or wireless controllers, connection points for electrical, air grilles, dust trays, condensate trays and vibration isolation mountings.

- - -

1.1.6 Description of Ducting and air terminals shall be deemed to include all necessary hanging brackets/supports, flexible connections, flanges, internal supports, guide vanes where required and vibration isolation mountings.

- - -

1.1.7 After completion of the Works and before first delivery is taken, a full test will be carried out on the installation for a period of sufficient duration to determine the satisfactory working thereof. During this period the whole of the Works will be inspected and the Contractor shall make good, to the satisfaction of the Representative/Agent, any deficiences that may arise. The Contractor shall provide all instruments and equipment required for testing. Any water and power required for the commissioning and testing of installations on their completion will be provided by and at the expense of the Client.

- - -

1.1.8 Where applicable, the installation shall comply in all respects with the latest amendments of all acts and regulations as stated in the Standard Specifications

- - -

1.1.9 All rates supplied by the Tenderer shall cover the costs of supplying the equipment to the relevant site as well as full installation of the equipment on site as per the technical specifications.

- - -

1.1.10All surface area quantites indicated in this bill for the ducting are the actual areas of installed ducting as per the drawings. The contractor must make own allowance for loss of material due to cutt-offs and duct manufacturing.

- - -

CITY OF EKURHULENI



25507

AADMINISTRATION BUILDING

A.1 VRV SYSTEMS

VRV installation shall be a two pipe heatrecovery system to Mitsubishi's City Multi system or approved similar, with continuous oil recovery, immediate automatic reset after total power failure, with a minimum capability of handling 16 indoor units per heatrecovery unit. All units shall be deemed to include final electrical connection within 1.5 meter and condensing unit supplied with teco pads. The refrigerant piping shall be sized and installed as per the manufacturers specifications.

Supply and install Variable Volume Refrigerant (VRV) outdoor condensing unit (Heatrecovery Type), as specified on the drawings and the technical specifications:

A.1.1 AC1/20-28kw No 1A.1.2 AC1/21 -32kw No 1A.1.3 AC1/22 -50kw No 2

Supply and install Variable Volume Refrigerant (VRV) Indoor unit, as specified on the drawings and the technical specifications:

A.1.4 AC1/1 No 1A.1.5 AC1/2 No 1A.1.6 AC1/3 No 2A.1.7 AC1/4 No 1A.1.8 AC1/5 No 2A.1.9 AC1/6 No 1A.1.10 AC1/8 No 2A.1.11 AC1/9 No 4A.1.12 AC1/10 No 3A.1.13 AC1/11 No 5A.1.14 AC1/12 No 1A.1.15 AC1/13 No 3A.1.16 AC1/14 No 2A.1.17 AC1/15 No 1A.1.18 AC1/16 No 1

Supply and install Variable Volume Refrigerant (VRV) Branch Controller (BC) unit, as specified on the drawings and the technical specifications:

A.1.19 AC1/17 No 2A.1.20 AC1/18 No 2

Supply and install Accessories (twinning kits, jointing pipe ect. ) for above Variable Volume Refrigerant (VRV) system:

A.1.21 All required accessories for entire system Sum -

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Supply and install complete Refrigerant Pipework for entire VRV system, complete with fittings, gas, pipe supports, insulation and connections to units as indicatively shown on the drawings with sizes as per the VRV supplier's specifications:

A.1.22 Ground floor system Sum 1A.1.23 1st floor system Sum 1

Supply and install VRV controllers, control wiring, temperature sensors,and all items required for complete control system as specified.

A.1.24 Ground floor system Sum 1A.1.25 1st floor system Sum 1

A.2 SPLIT UNITS

Supply and install Inverter type air conditioning DX split unit comprising indoor and outdoor units, associated refrigerant piping, wired or wireless controllers, electrical power cables between unit and isolator, all ancillaries as described in specification and equipment schedules:

A.2.1 AC1/7 No 1

A.3 CONDENSATE DRAIN PIPING

Supply and install medium pressure PVC drain piping:A.3.1 25mm piping m 180A.3.2 50mm piping m 150

A.4 FANSSupply and install ceiling mounted extract fans complete as specified, including connection to power point:

A.4.1 F1/2 No 1

Supply and install Tube type extract fans complete as specified, including connection to power point:

A.4.2 F1/1 No 1

Supply and install Mixed flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:

A.4.3 F1/4 No 1A.4.4 F1/5 No 1A.4.5 F1/6 No 1A.4.6 F1/7 No 1

Supply and install Axial flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:

A.4.7 F1/8 No 1A.4.8 F1/9 No 1A.4.9 F1/10 No 1A.4.10 F1/11 No 1A.4.11 F1/12 No 1A.4.12 F1/13 No 1A.4.13 F1/14 No 1

Supply and install Plate Axial / Propeller type fans as specified, complete with mounting brackets, flexible connections & connection to power point:

A.4.14 F1/3 No 1

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A.5 AIR TERMINALS, GRILLES & LOUVRES

Supply and install grilles, diffusers and louvres complete with spigot box & balancing damper where required and specified, suitable for mounting as per the design drawings, all as per the specification and equipment schedules:

A.5.1 Disc Valves A.5.1.1 DV1/1 - Ø150 No 2A.5.1.2 DV1/2 - Ø200 No 27

A.5.2 Supply Air Grilles (Double Deflection type with OBD)A.5.2.1 SAG1/1 - 100 x 100 No 1A.5.2.2 SAG1/2 - 200 x 200 No 2A.5.2.3 SAG1/3 - 400 x 200 No 4

A.5.3 Supply Air Grilles (Floor Diffuser type grille with OBD, plenum & spigots)

A.5.3.1 SAG1/4 - 500 x 250 No 34A.5.3.2 SAG1/5 - 500 x 500 No 15

A.5.4 45⁰ Blade Return Air GrillesA.5.4.1 RAG1/1 - 300 x 300 (1 x Ø150 spigot) No 2A.5.4.2 RAG1/2 - 400 x 400 (1 x Ø200 spigot) No 5A.5.4.3 RAG1/3 - 400 x 400 (1 x Ø250 spigot) No 1A.5.4.4 RAG1/4 - 600 x 600 (1 x Ø250 spigot) No 3A.5.4.5 RAG1/5 - 600 x 600 (1 x Ø300 spigot) No 9

A.5.5 45⁰ Blade Exhaust Air GrillesA.5.5.1 EAG1/1 - 150 x 150 No 2A.5.5.2 EAG1/2 - 400 x 400 No 1A.5.5.3 EAG1/3 - 450 x 300 No 13A.5.5.4 EAG1/4 - 600 x 600 (1 x Ø350 spigot) No 2A.5.5.5 EAG1/5 - 1000 x 300 No 1

A.5.6 Constant Air Volume Supply Diffusers (600x600 drop-in)A.5.6.1 SAD1/1 - Ø150 No 10A.5.6.2 SAD1/2 - Ø200 No 13A.5.6.3 SAD1/3 - Ø250 No 4

A.5.7 Intake & Exhaust Weather Louvres (45⁰ Blade)A.5.7.1 WL1/1 - 150 x 150 No 1A.5.7.2 WL1/2 - 250 x 250 No 2A.5.7.3 WL1/3 - 600 x 400 No 2A.5.7.4 WL1/4 - 600 x 400 No 2A.5.7.5 WL1/5 - 600 x 400 No 1A.5.7.6 WL1/6 - 600 x 600 No 2A.5.7.7 WL1/7 - 600 x 600 No 1A.5.7.8 WL1/8 - 800 x 400 No 7A.5.7.9 WL1/9 - 1200 x 1200 No 1A.5.7.10 WL1/10 - 1500 x 500 No 1

AMOUNT

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A.5.8 Door GrillesA.5.8.1 DG1/1 - 400 x 400 No 10

A.5.9 45⁰ Blade Transfer Air GrillesA.5.9.1 TAG1/1 - 300 x 300 No 6A.5.9.2 TAG1/2 - 600 x 400 No 1

A.6 FILTERS

Supply and install filter banks as specified:A.6.1 FB1/1 - 600 x 300 x 50 - Pleated Panel Filter bank No 1A.6.2 FB1/2 - 600 x 300 x 50 - Pleated Panel Filter bank No 2A.6.3 FB1/3 - 800 x 400 x 50 - Pleated Panel Filter bank No 7A.6.4 FB1/4 - 1500 x 500 x 50 - Pleated Panel Filter bank No 1

A.7 SOUND ATTENUATORSSupply and install cylinder sound attenuators as specified, complete with mounting brackets & duct connections.

A.7.1 SA1/1 - Ø300 x 315 L No 2A.7.2 SA1/2 - Ø300 x 900 L No 2A.7.3 SA1/3 - Ø315 x 600 L No 2A.7.4 SA1/4 - Ø315 x 600 L No 4A.7.5 SA1/5 - Ø315 x 600 L No 6

Supply and install cylinder with POD sound attenuators as specified, complete with mounting brackets & duct connections.

A.7.6 SA1/6 - Ø400 x 400 L No 1A.7.7 SA1/7 - Ø400 x 400 L No 2A.7.8 SA1/8 - Ø400 x 600 L No 1A.7.9 SA1/9 - Ø400 x 800 L No 1A.7.10 SA1/10 - Ø630 x 630 L No 1A.7.11 SA1/11 - Ø630 x 945 L No 1

Supply and install Rectangular sound attenuators as specified, complete with mounting brackets & duct connections.

A.7.12 SA1/12 - 500 x 550 No 1

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GALVANISED SHEET METAL DUCTING A.8 Supply and install un-insulated galvanised sheet metal ducting, complete

with flanged or slip-on joints & duct hangers:

A.8.1 Rectangular Ducting:A.8.1.1 125x200 , 3.34 m L m² 2.2A.8.1.2 150x250 , 10.28 m L m² 8.2A.8.1.3 200x200 , 7.07 m L m² 5.7 A.8.1.4 200x300 , 6.38 m L m² 6.4 A.8.1.5 225x225 , 1.08 m L m² 1.0 A.8.1.6 250x200 , 0.62 m L m² 0.6 A.8.1.7 250x400 , 0.70 m L m² 0.9 A.8.1.8 300x150 , 3.22 m L m² 2.9 A.8.1.9 300x300 , 0.08 m L m² 0.1 A.8.1.10 325x250 , 2.00 m L m² 2.3 A.8.1.11 350x300 , 1.94 m L m² 2.5 A.8.1.12 400x250 , 0.31 m L m² 0.4 A.8.1.13 400x275 , 1.32 m L m² 1.8 A.8.1.14 400x350 , 1.11 m L m² 1.7 A.8.1.15 600x600 , 0.28 m L m² 0.7 A.8.1.16 150x250 , 9.44 m L m² 7.6 A.8.1.17 200x200 , 0.22 m L m² 0.2 A.8.1.18 250x200 , 0.62 m L m² 0.6 A.8.1.19 250x250 , 1.85 m L m² 1.9 A.8.1.20 250x275 , 4.94 m L m² 5.2 A.8.1.21 300x250 , 1.36 m L m² 1.5 A.8.1.22 300x275 , 2.82 m L m² 3.2 A.8.1.23 325x325 , 3.76 m L m² 4.9 A.8.1.24 350x300 , 0.43 m L m² 0.6 A.8.1.25 350x350 , 1.32 m L m² 1.8 A.8.1.26 400x275 , 0.12 m L m² 0.2 A.8.1.27 400x350 , 5.16 m L m² 7.7 A.8.1.28 400x400 , 0.32 m L m² 0.5 A.8.1.29 500x250 , 6.27 m L m² 9.4 A.8.1.30 500x400 , 4.37 m L m² 7.9 A.8.1.31 600x300 , 0.71 m L m² 1.3

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A.8.1.32 600x400 , 1.05 m L m² 2.1A.8.1.33 800x400 , 1.55 m L m² 3.7 A.8.1.34 1000x250 , 0.50 m L m² 1.3 A.8.1.35 1500x500 , 0.06 m L m² 0.2 A.8.1.36 1700x500 , 0.02 m L m² 0.1 A.8.1.37 450x300 , 0.83 m L m² 1.2 A.8.1.38 700x700 , 0.08 m L m² 0.2 A.8.1.39 1000x1000 , 0.38 m L m² 1.5 A.8.1.40 1200x1200 , 0.40 m L m² 1.9

A.8.2 Circular DuctingA.8.2.1 ø125 , 0.83 m L m² 0.3 A.8.2.2 ø150 , 4.60 m L m² 2.1A.8.2.3 ø200 , 0.61 m L m² 0.4 A.8.2.4 ø225 , 0.45 m L m² 0.3 A.8.2.5 ø250 , 0.93 m L m² 0.7 A.8.2.6 ø300 , 11.96 m L m² 11.3A.8.2.7 ø325 , 1.73 m L m² 1.8 A.8.2.8 ø400 , 0.16 m L m² 0.2 A.8.2.9 ø100 , 3.30 m L m² 1.0 A.8.2.10 ø125 , 0.07 m L m² 0.1A.8.2.11 ø150 , 1.86 m L m² 0.9 A.8.2.12 ø200 , 24.71 m L m² 15.5A.8.2.13 ø250 , 25.36 m L m² 19.9A.8.2.14 ø300 , 4.78 m L m² 4.5 A.8.2.15 ø315 , 0.79 m L m² 0.8 A.8.2.16 ø325 , 0.19 m L m² 0.2 A.8.2.17 ø350 , 1.91 m L m² 2.1 A.8.2.18 ø400 , 0.50 m L m² 0.6 A.8.2.19 ø400 , 6.70 m L m² 8.4 A.8.2.20 ø500 , 6.16 m L m² 9.7 A.8.2.21 ø550 , 1.64 m L m² 2.8 A.8.2.22 ø625 , 0.17 m L m² 0.3 A.8.2.23 ø650 , 5.76 m L m² 11.8A.8.2.24 ø700 , 2.76 m L m² 6.1 A.8.2.25 ø750 , 2.75 m L m² 6.5

A.8.3 Flexible DuctingA.8.3.1 ø125 m 1.3A.8.3.2 ø150 m 1.4A.8.3.3 ø200 m 45A.8.3.4 ø225 m 0.6A.8.3.5 ø250 m 2.6A.8.3.6 ø300 m 18.8A.8.3.7 ø325 m 0.9A.8.3.8 ø350 m 6.5

AMOUNT

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A.8.3.9 ø100 m 1.3A.8.3.10 ø125 m 1A.8.3.11 ø150 m 0.8A.8.3.12 ø200 m 8A.8.3.13 ø250 m 2.5A.8.3.14 ø300 m 6.9A.8.3.15 ø350 m 1.8

A.8.4 Extra over un-insulated galvanised ducting for fittings, completely installed:

A.8.4.1 Rectangular Eccentric Taper - 22.5°:A.8.4.1.1 200x200-125x200 No 1.0A.8.4.1.2 300x150-200x200 No 1.0A.8.4.1.3 350x300-200x200 No 1.0A.8.4.1.4 400x275-200x200 No 1.0A.8.4.1.5 250x400-200x300 No 2.0A.8.4.1.6 300x275-250x275 No 1.0A.8.4.1.7 325x325-325x325 No 1.0A.8.4.1.8 325x325-350x300 No 1.0A.8.4.1.9 500x250-350x350 No 1.0A.8.4.1.10 500x400-400x350 No 1.0A.8.4.1.11 600x300-300x300 No 1.0A.8.4.1.12 600x300-325x325 No 1.0A.8.4.1.13 600x400-600x300 No 2.0A.8.4.1.14 800x400-325x325 No 2.0A.8.4.1.15 800x400-600x400 No 1.0A.8.4.1.16 1000x250-500x250 No 1.0A.8.4.1.17 1500x500-500x400 No 1.0A.8.4.1.18 1700x500-1500x500 No 1.0A.8.4.1.19 1200x1200-700x700 No 1.0A.8.4.2 90⁰ Medium Radius Bend - Rectangular:A.8.4.2.1 200x200-200x200 No 2A.8.4.2.2 250x400-250x400 No 1A.8.4.2.3 275x400-275x400 No 1A.8.4.2.4 300x150-300x150 No 1A.8.4.2.5 350x400-350x400 No 1A.8.4.2.6 400x350-400x350 No 1A.8.4.2.7 200x200-200x200 No 1A.8.4.2.8 250x275-250x275 No 1A.8.4.2.9 275x400-275x400 No 1A.8.4.2.10 300x350-300x350 No 1A.8.4.2.11 325x325-325x325 No 2A.8.4.2.12 500x400-500x400 No 3A.8.4.2.13 800x400-800x400 No 1A.8.4.2.14 250x400-250x400 No 1

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A.8.4.3 Stop Ends:A.8.4.3.1 150x250 No 4A.8.4.3.2 225x225 No 1A.8.4.3.3 325x250 No 1A.8.4.3.4 150x250 No 5A.8.4.3.5 200x300 No 2A.8.4.3.6 ø250 No 1A.8.4.3.7 ø400 No 2A.8.4.4 90⁰ Short Radius Bend - Rectangular:A.8.4.4.1 500x250-500x250 No 2A.8.4.4.2 600x300-600x300 No 1A.8.4.4.3 800x400-800x400 No 1A.8.4.4.4 200x200-200x200 No 1A.8.4.4.5 350x300-350x300 No 2A.8.4.5 45⁰ Take-off Shoe branch - Rectangular:A.8.4.5.1 250x150-250x150 No 4A.8.4.5.2 300x300-300x300 No 1A.8.4.5.3 325x250-325x250 No 1A.8.4.5.4 150x250-150x250 No 1A.8.4.5.5 200x200-200x200 No 1A.8.4.5.6 250x150-250x150 No 4A.8.4.5.7 250x250-250x250 No 1A.8.4.5.8 350x400-350x400 No 1A.8.4.6 Rectangular Square Branch:A.8.4.6.1 250x200-250x200 No 6A.8.4.6.2 400x250-400x250 No 1A.8.4.6.3 250x200-250x200 No 8A.8.4.6.4 450x300-450x300 No 13A.8.4.7 Round Pressed Bend - Medium Radius:A.8.4.7.1 ø125-ø125 No 1A.8.4.7.2 ø200-ø200 No 1A.8.4.7.3 ø250-ø250 No 2A.8.4.7.4 ø300-ø300 No 1A.8.4.7.5 ø325-ø325 No 2A.8.4.7.6 ø200-ø200 No 5A.8.4.7.7 ø250-ø250 No 1A.8.4.7.8 ø300-ø300 No 1A.8.4.7.9 ø325-ø325 No 1A.8.4.7.10 ø350-ø350 No 2A.8.4.7.11 ø400-ø400 No 3A.8.4.7.12 ø550-ø550 No 2A.8.4.7.13 ø750-ø750 No 2A.8.4.8 Round Shoe Branch:A.8.4.8.1 ø125-ø125 No 3A.8.4.8.2 ø150-ø150 No 3A.8.4.8.3 ø250-ø250 No 2

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A.8.4.8.4 ø100-ø100 No 1A.8.4.8.5 ø125-ø125 No 1A.8.4.8.6 ø150-ø150 No 1A.8.4.8.7 ø200-ø200 No 12A.8.4.8.8 ø300-ø300 No 1A.8.4.8.9 ø400-ø400 No 1A.8.4.9 Round Taper Standard:A.8.4.9.1 ø200-ø150 No 1A.8.4.9.2 ø225-ø200 No 1A.8.4.9.3 ø250-ø200 No 2A.8.4.9.4 ø300-ø200 No 2A.8.4.9.5 ø300-ø250 No 1A.8.4.9.6 ø325-ø200 No 1A.8.4.9.7 ø315-ø300 No 2A.8.4.9.8 ø325-ø315 No 2A.8.4.9.9 ø350-ø315 No 1A.8.4.9.10 ø500-ø400 No 1A.8.4.9.11 ø550-ø500 No 1A.8.4.9.12 ø650-ø550 No 1A.8.4.9.13 ø700-ø650 No 1A.8.4.9.14 ø750-ø700 No 1A.8.4.10 Rectangular to Round Transformation:A.8.4.10.1 125x200-ø125 No 1A.8.4.10.2 200x200-ø200 No 1A.8.4.10.3 225x225-ø200 No 1A.8.4.10.4 300x150-ø225 No 1A.8.4.10.5 300x300-ø300 No 1A.8.4.10.6 350x300-ø325 No 1A.8.4.10.7 400x350-ø300 No 1A.8.4.10.8 600x600-ø400 No 1A.8.4.10.9 ø400-400x250 No 1A.8.4.10.10 250x250-ø200 No 1A.8.4.10.11 250x275-ø200 No 1A.8.4.10.12 300x250-ø200 No 1A.8.4.10.13 300x300-ø315 No 1A.8.4.10.14 325x325-ø250 No 1A.8.4.10.15 325x325-ø315 No 1A.8.4.10.16 350x350-ø350 No 1A.8.4.10.17 400x350-ø350 No 1A.8.4.10.18 400x400-ø315 No 1A.8.4.10.19 500x400-ø400 No 2A.8.4.10.20 600x400-ø300 No 1A.8.4.10.21 800x400-ø315 No 1A.8.4.10.22 800x400-ø400 No 1

AMOUNT

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A.8.4.10.23 ø315-300x250 No 1A.8.4.10.24 ø325-300x275 No 1A.8.4.10.25 ø400-325x325 No 2A.8.4.10.26 ø400-350x300 No 2A.8.4.10.27 ø400-400x275 No 1A.8.4.10.28 700x700-ø625 No 1A.8.4.10.29 1000x1000-ø625 No 1A.8.4.10.30 1000x1000-ø750 No 1A.8.4.10.31 800x400-ø350 No 2A.8.4.11 Rectangular Radius Tee - Standard:A.8.4.11.1 300x350-300x350-300x350 No 1

A.9 Supply and install 25mm Externally Insulated galvanised sheet metal ducting, complete with flanged or slip-on joints & duct hangers:

A.9.1 Rectangular Ducting:A.9.1.1 200x150 , 7.80 m L m² 5.5 A.9.1.2 200x250 , 1.54 m L m² 1.4 A.9.1.3 250x150 , 5.45 m L m² 4.4 A.9.1.4 250x250 , 25.18 m L m² 25.2A.9.1.5 300x200 , 34.42 m L m² 34.4A.9.1.6 300x250 , 7.80 m L m² 8.6 A.9.1.7 350x250 , 17.61 m L m² 21.1A.9.1.8 450x250 , 11.26 m L m² 15.8A.9.1.9 550x200 , 0.24 m L m² 0.4 A.9.1.10 650x280 , 0.11 m L m² 0.2 A.9.1.11 1100x280 , 0.21 m L m² 0.6 A.9.1.12 1150x280 , 0.17 m L m² 0.5 A.9.1.13 150x250 , 4.68 m L m² 3.7 A.9.1.14 200x200 , 3.83 m L m² 3.1 A.9.1.15 200x250 , 2.22 m L m² 2.0 A.9.1.16 200x300 , 4.62 m L m² 4.6 A.9.1.17 250x250 , 10.38 m L m² 10.4A.9.1.18 300x200 , 1.52 m L m² 1.5 A.9.1.19 300x250 , 1.62 m L m² 1.8 A.9.1.20 300x300 , 4.80 m L m² 5.8 A.9.1.21 350x250 , 10.50 m L m² 12.6A.9.1.22 400x300 , 3.54 m L m² 4.9 A.9.1.23 450x250 , 4.48 m L m² 6.3 A.9.1.24 1100x280 , 0.19 m L m² 0.5 A.9.1.25 1150x250 , 0.61 m L m² 1.7 A.9.1.26 1150x380 , 0.07 m L m² 0.2

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35517

A.9.2 Circular DuctingA.9.2.1 ø150 , 15.74 m L m² 7.4 A.9.2.2 ø200 , 8.69 m L m² 5.5 A.9.2.3 ø250 , 2.33 m L m² 1.8 A.9.3 Flexible DuctingA.9.3.1 ø150 m 11.2A.9.3.2 ø200 m 109.6A.9.3.3 ø250 m 4.4

A.9.4 Extra over 25mm Externally insulated galvanised ducting for fittings, completely installed:

A.9.4.1 Stop Ends:A.9.4.1.1 200x150 No 5.0A.9.4.1.2 200x250 No 1.0A.9.4.1.3 250x250 No 10.0A.9.4.1.4 300x200 No 5.0A.9.4.1.5 300x250 No 2.0A.9.4.1.6 150x250 No 1.0A.9.4.1.7 200x200 No 2.0A.9.4.1.8 200x250 No 1.0A.9.4.1.9 200x300 No 1.0A.9.4.1.10 350x250 No 1.0A.9.4.1.11 1150x250 No 1.0A.9.4.2 Rectangular Concentric Taper - Standard:A.9.4.2.1 350x250-250x250 No 4.0A.9.4.2.2 1100x280-350x250 No 2.0A.9.4.3 Rectangular Eccentric Taper - 22.5° :A.9.4.3.1 250x150-200x150 No 5.0A.9.4.3.2 250x250-200x250 No 1.0A.9.4.3.3 350x250-250x250 No 2.0A.9.4.3.4 350x250-300x200 No 5.0A.9.4.3.5 450x250-300x250 No 2.0A.9.4.3.6 550x200-250x150 No 5.0A.9.4.3.7 650x280-250x250 No 1.0A.9.4.3.8 1100x280-350x250 No 1.0A.9.4.3.9 1150x280-350x250 No 4.0A.9.4.3.10 1150x380-450x250 No 2.0A.9.4.3.11 250x250-150x250 No 1.0A.9.4.3.12 300x250-200x200 No 2.0

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A.9.4.3.13 300x300-200x300 No 1A.9.4.3.14 350x250-200x250 No 1A.9.4.3.15 350x250-250x250 No 2A.9.4.3.16 400x300-300x300 No 1A.9.4.3.17 450x250-350x250 No 2A.9.4.3.18 650x280-300x250 No 2A.9.4.3.19 1100x280-350x250 No 1A.9.4.3.20 1100x280-400x300 No 1A.9.4.3.21 1150x380-450x250 No 2A.9.4.3.22 1150x380-1150x250 No 1A.9.4.4 90⁰ Medium Radius Bend - Rectangular:A.9.4.4.1 250x150-250x150 No 5A.9.4.4.2 250x250-250x250 No 1A.9.4.4.3 250x350-250x350 No 2A.9.4.4.4 300x200-300x200 No 4A.9.4.4.5 350x250-350x250 No 3A.9.4.4.6 450x250-450x250 No 2A.9.4.4.7 250x250-250x250 No 1A.9.4.4.8 350x250-350x250 No 2A.9.4.5 Rectangular Radius Tee - Standard:A.9.4.5.1 250x250-250x250-250x250 No 4A.9.4.5.2 300x200-300x200-300x200 No 1A.9.4.5.3 350x250-350x250-350x250 No 4A.9.4.6 45⁰ Take-off Shoe branch - Rectangular:A.9.4.6.1 300x200-300x200 No 1A.9.4.6.2 350x250-350x250 No 1A.9.4.7 Rectangular Square Branch:A.9.4.7.1 300x200-300x200 No 2A.9.4.8 45⁰ Round Medium Radius Pressed Bend:A.9.4.8.1 ø200-ø200 No 3A.9.4.9 Round Shoe Branch:A.9.4.9.1 ø150-ø150 No 10A.9.4.9.2 ø200-ø200 No 15A.9.4.9.3 ø250-ø250 No 4A.9.4.10 Round Angle Branch / Spigot:A.9.4.10.1 ø200-ø200 No 100

AMOUNT

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A.10 DUCTING ANCILLARIES/ACCESSORIES

Supply and install ducting accessories and ancillaries as per industry and regulatory standards, to form part of compplete ductwork installation with adequate support and appropriate joints, all as per specification. Insulation to be applied as required for ducting system where components are fitted.

A.10.1 Round Balancing Damper:A.10.1.1 BD1/1 - ø125 No 1A.10.1.2 BD1/2 - ø125 No 4A.10.1.3 BD1/3 - ø150 No 1A.10.1.4 BD1/4 - ø200 No 1A.10.1.5 BD1/5 - ø200 No 1A.10.1.6 BD1/6 - ø200 No 4A.10.1.7 BD1/7 - ø200 No 1A.10.1.8 BD1/8 - ø200 No 1A.10.1.9 BD1/9 - ø225 No 2A.10.1.10 BD1/10 - ø250 No 1A.10.1.11 BD1/11 - ø300 No 1A.10.1.12 BD1/12 - ø300 No 2A.10.1.13 BD1/13 - ø325 No 1A.10.1.14 BD1/14 - ø350 No 1

A.10.2 Non-Return Damper:A.10.2.1 NRD1/1 - 250 x 300 No 1

A.11 TESTING & COMMISIONINGA.11.1 Testing and commissioning of complete installation as specified Sum -

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B.1 VRV SYSTEMS

VRV installation shall be a two pipe heatrecovery system to Mitsubishi's City Multi system or approved similar, with continuous oil recovery, immediate automatic reset after total power failure, with a minimum capability of handling 16 indoor units per heatrecovery unit. All units shall be deemed to include final electrical connection within 1.5 meter and condensing unit supplied with teco pads. The refrigerant piping shall be sized and installed as per the manufacturers specifications.

- - -

Supply and install Variable Volume Refrigerant (VRV) outdoor condensing unit (Heatrecovery Type), as specified on the drawings and the technical specifications:

B.1.1 AC2/5 No 1

Supply and install Variable Volume Refrigerant (VRV) Indoor unit, as specified on the drawings and the technical specifications:

B.1.2 AC2/1 No 2B.1.3 AC2/2 No 2B.1.4 AC2/3 No 2

Supply and install Variable Volume Refrigerant (VRV) Branch Controller (BC) unit, as specified on the drawings and the technical specifications:

B.1.5 AC2/4 No 1

Supply and install complete Refrigerant Pipework for entire VRV system, complete with fittings, gas, pipe supports, insulation and connections to units as indicatively shown on the drawings with sizes as per the VRV supplier's specifications:

B.1.6 Maintenance Building - Office system Sum -Supply and install VRV controllers, control wiring, temperature sensors,and all items required for complete control system as specified.

B.1.7 Maintenance Building - Office system Sum -

B.2 CONDENSATE DRAIN PIPING

Supply and install medium pressure PVC drain piping:B.2.1 25mm piping m 60B.2.2 50mm piping m 15

B.3 FANSSupply and install Wall mounted extract fans complete as specified, including connection to power point:

B.3.1 F2/3 No 1B.3.2 F2/5 No 1B.3.3 F2/6 No 1B.3.4 F2/7 No 1

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B.3.5 F2/8 No 1B.3.6 F2/4 No 1


B.3.7 F2/9 (Smoke Extract Fans) No 4B.3.8 F2/10 No 1B.3.9 F2/11 No 1B.3.10 F2/12 No 1B.3.11 F2/13 No 1B.3.12 F2/14 No 1

Supply and install Plate Axial flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:

B.3.13 F2/1 No 1

Supply and install Centrifugal fans as specified, complete with mounting brackets, flexible connections & connection to power point:

B.3.14 F2/2 (Bus Exhaust Extract Fans) No 2

B.4 AIR TERMINALS, GRILLES & LOUVRES


B.4.1 Disc ValvesB.4.1.1 DV2/1 - Ø150 No 3B.4.1.2 DV2/2 - Ø200 No 9B.4.2 45⁰ Blade Return Air GrillesB.4.2.1 RAG2/1 - 600 x 600 (1 x Ø300 spigot) No 2B.4.3 0⁰ Blade Exhaust Air GrillesB.4.3.1 EAG2/7 - 1000 x 500 No 2B.4.3.2 EAG2/8 - 1000 x 500 No 2B.4.3.3 EAG2/9 - 1000 x 1000 No 12B.4.3.4 EAG2/10 - 1000 x 1000 No 12B.4.4 45⁰ Blade Exhaust Air GrillesB.4.4.1 EAG2/1 - 300 x 150 No 2B.4.4.2 EAG2/2 - 300 x 300 No 5B.4.4.3 EAG2/3 - 400 x 150 No 16B.4.4.4 EAG2/4 - 450 x 300 No 8B.4.4.5 EAG2/5 - 500 x 500 (1 x Ø275 spigot) No 2B.4.4.6 EAG2/6 - 500 x 500 (1 x Ø300 spigot) No 2

AMOUNT

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B.4.5 Constant Air Volume Supply Diffusers (600x600 drop-in) B.4.5.1 SAD2/1 - Ø200 No 8

B.4.6 45⁰ Blade Transfer Air GrillesB.4.6.1 TAG2/1 - 300 x 300 No 14B.4.6.2 TAG2/2 - 400 x 400 No 16

Discharge CowlB.4.6.3 CL2/1 - Ø1400 Round Cowl No 4

B.4.7 Intake & Exhaust Weather Louvres (45⁰ Blade)B.4.7.1 WL2/1 - 300 x 300 No 1B.4.7.2 WL2/2 - 300 x 300 No 1B.4.7.3 WL2/3 - 300 x 300 No 1B.4.7.4 WL2/4 - 400 x 400 No 1B.4.7.5 WL2/5 - 500 x 500 No 2B.4.7.6 WL2/6 - 500 x 500 No 1B.4.7.7 WL2/7 - 500 x 500 No 2B.4.7.8 WL2/8 - 500 x 500 No 1B.4.7.9 WL2/9 - 800 x 800 No 1B.4.7.10 WL2/10 - 900 x 400 No 1B.4.7.11 WL2/11 - 900 x 400 No 1B.4.7.12 WL2/12 - 1100 x 1100 No 1

B.4.8 Door GrillesB.4.8.1 DG2/1 - 400 x 400 No 9

B.5 FILTERS

Supply and install filter banks as specified:B.5.1 FB2/1 - 300 x 300 x 50 - Pleated Panel Filter No 1B.5.2 FB2/2 - 300 x 300 x 50 - Pleated Panel Filter No 1B.5.3 FB2/3 - 400 x 400 x 50 - Pleated Panel Filter No 1

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B.6 SOUND ATTENUATORS B.6.1 Supply and install cylinder with POD sound attenuators as specified,

complete with mounting brackets & duct connections.

B.6.1.1 SA2/1 - Ø315 x 2D No 1B.6.1.2 SA2/2 - Ø400 x 525 L No 2B.6.1.3 SA2/3 - Ø400 x 1.5D No 1B.6.1.4 SA2/4 - Ø400 x 2D No 1B.6.1.5 SA2/5 - Ø500 x 1.5D No 2B.6.1.6 SA2/6 - Ø630 x 1.5D No 2B.6.1.7 SA2/7 - Ø1250 x 1D No 4B.6.1.8 SA2/10 - Ø200 x 600 L (No POD) No 1

B.6.3 Supply and install Rectangular sound attenuators as specified, complete with mounting brackets & duct connections.

B.6.3.1 SA2/8 - 300 x 275 - 1150mm Long No 1B.6.3.2 SA2/9 - 2000 x 1000 - 2000mm Long No 2

B.7 GALVANISED SHEET METAL DUCTINGB.7.1 Supply and install un-insulated galvanised sheet metal ducting, complete

with flanged or slip-on joints & duct hangers:B.7.1.1 Rectangular Ducting:

300x300 , 0.96 m L m² 1.2

500x350 , 6.38 m L m² 10.8

1000x500 , 0.44 m L m² 1.3

1000x1000 , 3.95 m L m² 15.8

1200x1200 , 1.44 m L m² 6.9

1400x600 , 18.04 m L m² 72.2

1600x1600 , 0.02 m L m² 0.1

1800x800 , 18.86 m L m² 98.1

2000x1000 , 64.26 m L m² 385.5

200x200 , 10.63 m L m² 8.5

200x250 , 5.24 m L m² 4.7

250x250 , 3.11 m L m² 3.1

300x250 , 0.29 m L m² 0.3

300x300 , 5.02 m L m² 6.1

400x150 , 0.47 m L m² 0.5

400x400 , 0.61 m L m² 1.0

450x300 , 0.11 m L m² 0.2

500x500 , 0.28 m L m² 0.6

600x600 , 1.53 m L m² 3.7

800x800 , 0.06 m L m² 0.2

1100x1100 , 0.14 m L m² 0.6

200x250 , 3.59 m L m² 3.2

275x325 , 2.66 m L m² 3.2

300x150 , 0.45 m L m² 0.4

300x250 , 0.58 m L m² 0.6

300x300 , 0.02 m L m² 0.1

350x350 , 28.45 m L m² 39.8

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400x150 , 0.27 m L m² 0.3

400x300 , 2.83 m L m² 4.0

400x400 , 1.59 m L m² 2.5

450x300 , 0.22 m L m² 0.3

500x350 , 1.33 m L m² 2.3 B.7.1.2 Circular Ducting

ø1250 , 0.64 m L m² 2.5

ø1400 , 1.67 m L m² 7.4

ø150 , 12.48 m L m² 5.9

ø175 , 0.23 m L m² 0.1

ø200 , 3.09 m L m² 1.9

ø275 , 9.12 m L m² 7.9

ø325 , 13.52 m L m² 13.8

ø350 , 13.23 m L m² 14.5

ø400 , 8.80 m L m² 11.1

ø500 , 2.52 m L m² 4.0

ø600 , 0.20 m L m² 0.4

ø625 , 0.02 m L m² 0.0

ø650 , 1.41 m L m² 2.9

ø710 , 0.14 m L m² 0.3

ø200 , 5.91 m L m² 3.7

ø225 , 2.87 m L m² 2.0

ø250 , 2.49 m L m² 2.0

ø275 , 11.19 m L m² 9.7

ø300 , 10.98 m L m² 10.3

ø325 , 1.49 m L m² 1.5

ø350 , 7.28 m L m² 8.0

ø400 , 1.99 m L m² 2.5

ø450 , 9.80 m L m² 13.9

ø500 , 8.73 m L m² 13.7

ø550 , 1.74 m L m² 3.0 B.7.1.3 Flexible Ducting

ø150 m 3.8

ø175 m 1.3

ø200 m 2.4

ø300 m 1.8

ø200 m 10.1

ø275 m 0.6

ø300 m 3

ø325 m 0.6

AMOUNT

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B.7.2 Extra over un-insulated galvanised ducting for fittings, completely installed:

B.7.2.1 Rectangular Concentric Taper - Standard:

1600x1600-1200x1200 No 4B.7.2.2 Rectangular Eccentric Taper - Standard:

1800x800-1400x600 No 1

2000x1000-1800x800 No 2B.7.2.3 Rectangular Eccentric Taper - 22.5°:

1800x800-1400x600 No 1

300x250-200x250 No 1

400x400-250x250 No 1

1100x250-300x250 No 1

300x250-200x250 No 1

350x350-200x200 No 2

400x400-275x325 No 1

500x350-400x300 No 1

500x500-350x350 No 2

1100x250-300x250 No 1B.7.2.4 Rectangular Eccentric Taper - 45°:

1000x1000-500x350 No 12

1000x1000-1000x500 No 21000x1000-1000x600 No 10800x800-500x500 No 11100x1100-600x600 No 1

B.7.2.5 90⁰ Medium Radius Bend - Rectangular:

350x500-350x500 No 12200x200-200x200 No 8250x250-250x250 No 3500x500-500x500 No 2600x600-600x600 No 2350x350-350x350 No 6

B.7.2.6 90⁰ Short Radius Bend - Rectangular:

1000x2000-1000x2000 No 42000x1000-2000x1000 No 2500x500-500x500 No 1600x600-600x600 No 1

B.7.2.7 Round Angle Branch - Standard:

ø150-ø150 No 2

ø175-ø175 No 2

ø200-ø200 No 15

ø325-ø325 No 1

ø275-ø275 No 1

ø300-ø300 No 1

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B.7.2.8 Stop Ends:

1400x600 No 2

2000x1000 No 1

200x250 No 2

250x250 No 1

ø275 No 3

ø325 No 2

275x325 No 1

350x350 No 6

ø225 No 1

ø300 No 1

ø450 No 1

ø550 No 1B.7.2.9 Round Pressed Bend - Medium Radius:

ø200-ø200 No 1

ø500-ø500 No 1

ø650-ø650 No 1

ø200-ø200 No 2

ø225-ø225 No 2

ø250-ø250 No 1

ø300-ø300 No 1

ø400-ø400 No 1

ø1400-ø1400 No 4B.7.2.10 Round Shoe Branch:

ø275-ø275 No 1

ø325-ø325 No 1

ø350-ø350 No 1

ø400-ø400 No 1

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ø225-ø225 No 1

ø300-ø300 No 1

ø500-ø500 No 1B.7.2.11 45⁰ Take-off Shoe branch - Rectangular:

300x300-300x300 No 3

500x350-500x350 No 12

200x200-200x200 No 2

350x350-350x350 No 4B.7.2.12 Rectangular Square Branch:

1000x500-1000x500 No 6

1000x600-1000x600 No 10

400x150-400x150 No 11

450x300-450x300 No 2

300x150-300x150 No 2

400x150-400x150 No 5

450x300-450x300 No 6B.7.2.13 Rectangular Angled Branch:

1600x1600-1600x1600 No 4

2000x1000-2000x1000 No 1B.7.2.14 Round Taper Standard:

ø350-ø275 No 1

ø400-ø325 No 1

ø500-ø400 No 1

ø625-ø500 No 2

ø650-ø550 No 1

ø700-ø650 No 1

ø710-ø600 No 1

ø325-ø275 No 1

ø325-ø300 No 1

ø350-ø275 No 1

ø400-ø350 No 1

ø500-ø450 No 1

ø1400-ø1250 No 4

AMOUNT

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B.7.2.15 Rectangular to Round Transformation:

1200x1200-ø1250 No 4

200x200-ø150 No 2

300x300-ø200 No 1

500x500-ø500 No 1

600x600-ø600 No 1

ø315-250x250 No 2

300x300-ø200 No 1

300x300-ø250 No 1

350x350-ø325 No 2

400x300-ø300 No 1

400x400-ø400 No 1

500x350-ø400 No 1900x400-ø400 No 2

B.7.3 Supply and install 25mm Externally Insulated galvanised sheet metal ducting, complete with flanged or slip-on joints & duct hangers:

B.7.3.1 Rectangular Ducting:B.7.3.1.1 200x250 , 8.83 m L m² 7.9B.7.3.1.2 300x250 , 0.87 m L m² 0.9B.7.3.2 Circular DuctingB.7.3.2.1 ø150 , 1.07 m L m² 0.5B.7.3.2.2 ø200 , 3.03 m L m² 1.9B.7.3.3 Flexible DuctingB.7.3.3.1 ø150 m 1.6B.7.3.3.2 ø200 m 4.4

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B.7.4 Extra over 25mm Externally insulated galvanised ducting for fittings, completely installed:

B.7.4.1 Stop Ends:

200x250 No 2B.7.4.2 Rectangular Eccentric Taper - 22.5°:B.7.4.2.1 1100x250-300x250 No 2B.7.4.2.2 300x250-200x250 No 2B.7.4.3 Round Angle Branch - Standard:

B.7.4.3.1 ø150-ø150 No 2B.7.4.3.2 ø200-ø200 No 6

B.8 DUCTING ANCILLARIES/ACCESSORIES


B.8.1 Round Balancing Damper:B.8.1.1 BD2/1 - ø175 No 2B.8.1.2 BD2/2 - ø200 No 2B.8.1.3 BD2/3 - ø275 No 2B.8.1.4 BD2/4 - ø300 No 2

B.8.2 Rectangular Balancing Damper:B.8.2.1 BD2/5 - 1000x500 No 2B.8.2.2 BD2/6 - 1000x500 No 2

BD2/7 - 1200x1200 No 4

B.8.3 Rectangular Non-Return (self-closing) Damper:B.8.3.1 NRD2/1 - 1200x1200 No 4

B.9 Motorised Control Damper:B.9.1 CD2/1 - 500 x 350 No 12

Fire Damper:B.9.2 FD2/1 - 300 x 150 - shutter type No 2B.9.3 FD2/2 - 300 x 300 - shutter type No 4B.9.4 FD2/3 - 400 x 400 - shutter type No 4B.9.5 FD2/4 - ø500 dia - blade type No 1

B.10 PIT EXHAUST VENTILATIONB.10.1 Supply & install PVC class 12 pipe:B.10.1.1 ø250 m 25B.10.2 Supply & install PVC class 12 pipe fitting:B.10.2.1 ø250 elbow No 3

B.11 TESTING & COMMISIONINGB.11.1 Testing and commissioning of complete installation as specified Sum 1

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C TRAINING BUILDING

C.1 SPLIT UNITS


C.1.1 AC3/1 No 1C.1.2 AC3/2 No 1

C.2 CONDENSATE DRAIN PIPING

Supply and install medium pressure PVC drain piping:C.2.1 25mm piping m 10C.2.2 50mm piping m 10

C.3 FANS

Supply and install Mixed flow fans (silent type) as specified, complete with mounting brackets, flexible connections & connection to power point:

C.3.1 F3/1 No 1

C.4 AIR TERMINALS, GRILLES & LOUVRES


C.4.1 Supply Air Grilles (Double Deflection type with OBD)C.4.1.1 SAG3/01 - 100 x 100 No 1C.4.2 Intake & Exhaust Weather Louvres (45⁰ Blade)C.4.2.1 WL3/01 - 400 x 400 No 1

C.5 FILTERS

Supply and install filter banks as specified:C.5.1 FB3/01 - 400 x 400 x 50 - Pleated Panel Filter No 1

AMOUNT

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49531

C.6 GALVANISED SHEET METAL DUCTING C.6.1 Supply and install un-insulated galvanised sheet metal ducting, complete


C.6.1.1 Rectangular Ducting:

300x250 , 1.46 m L m² 1.6

400x400 , 0.12 m L m² 0.2 C.6.1.2 Circular Ducting

ø100 , 8.67 m L m² 2.7

ø250 , 2.17 m L m² 1.7

ø315 , 0.63 m L m² 0.6 C.6.1.3 Flexible Ducting

ø250 m 0.7

C.6.2 Extra over un-insulated galvanised ducting for fittings, completely installed:

C.6.2.1 Rectangular to Round Transformation - Standard:

100x100-ø100 No 1

300x250-ø100 No 1

400x400-ø315 No 1

ø315-300x250 No 1

C.6.2.2 Round Pressed Bend - Medium Radius:

ø100-ø100 No 1

C.6.2.3 Round Shoe Branch:

ø250-ø250 No 1

C.7 DUCTING ANCILLARIES/ACCESSORIES


C.7.1 Round Balancing Damper:C.7.1.1 BD3/01 - ø250 No 1

C.8 TESTING & COMMISIONINGC.8.1 Testing and commissioning of complete installation as specified Sum 1

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50532

D REFUEL BUILDING

D.1 SPLIT UNITS


D.1.1 AC4/1 No 1

D.2 CONDENSATE DRAIN PIPING

Supply and install medium pressure PVC drain piping:C.2.1 25mm piping m 8

D.3 FANS


D.3.1 F4/04 No 1

Supply and install Wall mounted extract fans complete as specified, including connection to power point:

D.3.2 F4/02 No 1D.3.3 F4/03 No 1


D.3.4 F4/01 No 1

D.4 AIR TERMINALS, GRILLES & LOUVRES


D.4.1 45⁰ Blade Exhaust Air GrillesD.4.1.1 EAG4/01 - 200 x 200 No 1D.4.1.2 EAG4/02 - 400 x 200 No 3

xD.4.2 45⁰ Blade Transfer Air GrillesD.4.2.1 TAG4/01 - 200 x 200 No 2D.4.2.2 TAG4/02 - 500 x 500 No 1

D.4.3 Exhaust Weather Louvres (45⁰ Blade)D.4.3.1 WL4/01 - 300 x 300 No 1D.4.3.2 WL4/02 - 500 x 500 No 2

D.4.4 Door GrilleD.4.4.1 DG4/1 - 400 x 400 No 4

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51533

D.5 SOUND ATTENUATORS

Supply and install cylinder sound attenuators as specified, complete with mounting brackets & duct connections.

D.5.1 SA4/01 - Ø355 x 1.5D No 2

D.6 FILTERS

Supply and install filter banks as specified:D.6.1 FB4/1 - 300 x 300 x 50 - Pleated Panel Filter bank No 1

D.7 GALVANISED SHEET METAL DUCTINGD.7.1 Supply and install un-insulated galvanised sheet metal ducting, complete

with flanged or slip-on joints & duct hangers:D.7.1.1 Rectangular Ducting:D.7.1.1.1 200x200 , 0.25 m L m² 0.4

D.7.1.2 Circular DuctingD.7.1.2.1 ø150 , 2.40 m L m² 1.2D.7.1.2.2 ø200 , 4.85 m L m² 3.0 D.7.1.2.3 ø300 , 1.96 m L m² 1.9 D.7.1.2.4 ø400 , 4.04 m L m² 5.1

D.7.1.3 Flexible DuctingD.7.1.3.1 ø150 m 0.75

D.7.2 Extra over un-insulated galvanised ducting for fittings, completely installed:

D.7.2.1 Rectangular to Round Transformation - Standard:D.7.2.1.1 500x500-ø315 No 1D.7.2.1.2 300x300-ø150 No 1D.7.2.2 Rectangular Square Branch / Spigot - Standard:D.7.2.2.1 400x200-400x200 No 3D.7.2.3 Round Pressed Bend - Medium Radius:D.7.2.3.1 ø200-ø200 No 1D.7.2.3.2 ø150-ø150 No 1D.7.2.4 Round Taper - Standard:D.7.2.4.1 ø300-ø200 No 1D.7.2.4.2 ø400-ø300 No 1D.7.2.4.3 ø400-ø315 No 1

D.8 TESTING & COMMISIONINGD.8.1 Testing and commissioning of complete installation as specified Sum 1

AMOUNT

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52534

E SECURITY GATE HOUSE

E.1 SPLIT UNITS


E.1.1 AC6/01 No 1

E.2 CONDENSATE DRAIN PIPING

Supply and install medium pressure PVC drain piping:E.2.1 25mm piping m 8

E.3 FANS


E.3.1 F6/2 No 1

Supply and install Wall mounted extract fans complete as specified, including connection to power point:

E.3.2 F6/1 No 1

E.4 AIR TERMINALS, GRILLES & LOUVRES


E.4.1 Supply Air Grilles (Linear type grille with OBD)E.4.1.1 SAG6/2 - 600 x 150 No 1

E.4.2 Intake Weather Louvres (45⁰ Blade)E.4.2.1 WL6/1 - 300 x 300 No 1

E.4.3 Door GrilleE.4.3.1 DG6/1 - 400 x 400 No 1

E.4.4 FILTERS

Supply and install filter banks as specified:E.4.4.1 FB6/1 - 300 x 300 x 50 - Pleated Panel Filter bank No 1

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53535

E.5 GALVANISED SHEET METAL DUCTING E.5.1 Supply and install un-insulated galvanised sheet metal ducting, complete


E.5.1.1 Rectangular Ducting:E.5.1.1.1 175x600 , 0.65 m L m² 1.0

E.5.2 Extra over un-insulated galvanised ducting for fittings, completely installed:

E.5.2.1 Stop EndE.5.2.1.1 175x600 No 1E.5.2.2 Round SpigotE.5.2.2.1 ø250 No 1

E.6 PVC PIPE

Supply and install PVC type pipe in ground, complete with slip-on joints and elbows as per the drawings:

E.6.1 ø250 PVC pipe, class 12 m 30

Supply & install PVC class 12 pipe fitting:E.6.2 ø250 elbow No 6

E.7 TESTING & COMMISIONINGE.7.1 Testing and commissioning of complete installation as specified Sum 1

F1 DrawingsF1.1


F1.2 Preparation of final as built drawings and wiring diagrams in terms of the standard specification Sum 1

F2 O & M ManualsF2.1 Compilation of operating and maintenance manual for all LIFTS related


F3 Maintenance and GuaranteeF3.1 12 Months maintenance and guarantee on entire installed mechanical

works of this project, as per the technical specifications..Sum 1

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54536


FIRE PROTECTION : ALL BUILDINGS

1 PREAMBLES

1.1

All items must be read in conjunction with the Technical Specification which contains the full meaning and description of the work to be done and materials and equipment to be used. Unless otherwise described, references made to clauses in items refer to the Supplementary Technical Specification and the latest issue of the South African National Standards for cold and hot water installations.

- - -

1.2

Descriptions of Pumps shall be deemed to include hoisting and placing into position, pump-to-pipe connections/flange adapters, electrical supply according manufacturer standards (between local isolator and mechanical equiment), vibration isolation mountings, etc.

- - -

1.3 The entire works shall be fully compliant with all fire protection and fire installations regulations for buildings as stated in the South African National Standard (SANS) codes. - - -

1.4

Description of the fire water piping and rates shall be deemed to include all required hoisting in position, brackets, all tools for complete installation, pipe hangers and all other connections. All black steel type piping shall have flanged or threaded ends.

- - -

1.5

After completion of the Works and before first delivery is taken, a full test will be carried out on the installation for a period of sufficient duration to determine the satisfactory working thereof. During this period the whole of the Works will be inspected and the Contractor shall make good, to the satisfaction of the Representative/Agent, any deficiences that may arise. The Contractor shall provide all instruments and equipment required for testing. Any water and power required for the commissioning and testing of installations on their completion will be provided by and at the expense of the Client.

- - -

1.6

Where applicable, the installation shall comply in all respects with the latest amendments of all acts and regulations as stated in the Standard Specifications

- - -

1.7All rates supplied by the Tenderer shall cover the costs of supplying the equipment to the relevant site as well as full installation of the equipment on site as per the technical specifications.

- - -

1.8

All pipe lenghts indicated in this bill are the actual CAD measured lenghts of designed piping as per the drawings. The contractor must make own allowance for loss of material due to cutt-offs and pipe inserts throughout the project.

- - -

1.9

All High Density Polyethelyne (HDPe) pipe shall be installed in accordance with the Manufacturers Specifications with and including expansion couplings, electroweld couplings, ring seal sockets, fusion welded joints in the running length.

- - -

CITY OF EKURHULENI


ITEM NR UNIT QTY RATE AMOUNT

55537

A ADMINISTRATION BUILDING

A.1 FIRE WATER INSTALLATION

A.1.1Supply and install Black steel pipes completely installed against walls or floors/roofs, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

A.1.1.1 ø32 m 120

A.1.1.2 ø50 m 5

A.1.1.3 ø65 m 17

A.1.2Supply and install Black steel pipe fittings completely installed into pipework, outdoors, indoors or in ceilings, complete with brackets, clamps or hangers as required.

A.1.2.1 90° Bend:A.1.2.1.1 ø32-ø32 No 20

A.1.2.1.2 ø65-ø65 No 3

A.1.2.2 Reducer:

A.1.2.2.1 ø50-ø32 No 4

A.1.2.2.2 ø65-ø32 No 2

A.1.2.2.3 ø65-ø50 No 2

A.1.2.2.4 ø100-ø65 No 1

A.1.2.3 Tee:

A.1.2.3.1 ø50-ø50-ø50 No 2

A.1.2.3.2 ø65-ø65-ø65 No 3

A.1.2.4 Adapter:

A.1.2.4.1 ø90 HDPe - ø65 steel No 1

A.1.3 Supply & install Ball Valve:

A.1.3.1 ø32 No 1

A.1.3.2 ø65 No 1

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56538

A.2 HOSE REELS

A.2.1 30m Hosereel with Ø32mm connection, including stop valve, fairlead, aluminium nozzle as per specification (suitable for indoor use) No 6

A.3 FIRE EXTINGUISHERSDry chemical powder (DCP) fire extinguisher:

A.3.1 4.5 kg No 12

CO2 powder fire extinguisher:

A.3.2 5 kg No 2

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57539


B.1 FIRE WATER INSTALLATION

B.1.1Supply and install Black steel pipes completely installed against walls or floors/roofs, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

Hydrants / Hose reels system:B.1.1.1 ø32 m 362

B.1.1.2 ø50 m 52

B.1.1.3 ø65 m 35

B.1.1.4 ø80 m 90

B.1.1.5 ø100 m 84

B.1.1.6 ø150 m 96

B.1.1.7 ø200 m 3

B.1.1.8 ø300 m 1

Sprinkler system:

B.1.1.9 ø15 m 148

B.1.1.10 ø20 m 294

B.1.1.11 ø25 m 422

B.1.1.12 ø32 m 740

B.1.1.13 ø40 m 512

B.1.1.14 ø50 m 308

B.1.1.15 ø65 m 141

B.1.1.16 ø80 m 41

B.1.1.17 ø100 m 61

B.1.1.18 ø125 m 260

B.1.1.19 ø150 m 23

B.1.1.20 ø200 m 3

AMOUNT

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58540

B.1.2Supply and install Black steel pipe fittings completely installed into pipework, outdoors, indoors or in ceilings, complete with brackets, clamps or hangers as required.

B.1.2.1 90° Bend:

Hydrants / Hose reels system:

B.1.2.1.1 ø32-ø32 No 90

B.1.2.1.2 ø50-ø50 No 15

B.1.2.1.3 ø80-ø80 No 20

B.1.2.1.4 ø100-ø100 No 8

B.1.2.1.5 ø150-ø150 No 17

B.1.2.1.6 ø200-ø200 No 1

Sprinkler system:

B.1.2.1.7 ø15-ø15 No 460

B.1.2.1.8 ø20-ø20 No 790

B.1.2.1.9 ø25-ø25 No 34

B.1.2.1.10 ø32-ø32 No 6

B.1.2.1.11 ø40-ø40 No 10

B.1.2.1.12 ø50-ø50 No 98

B.1.2.1.13 ø65-ø65 No 21

B.1.2.1.14 ø100-ø100 No 10

B.1.2.1.15 ø125-ø125 No 37

B.1.2.1.16 ø150-ø150 No 15

B.1.2.1.17 ø200-ø200 No 5

B.1.2.5 Pipe Victaulic Couplings:B.1.2.5.1 ø100-ø100 No 35

B.1.2.5.2 ø125-ø125 No 55

B.1.2.5.3 ø150-ø150 No 30

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59541

B.1.2.2 Reducer:


B.1.2.2.1 ø100-ø32 No 1

B.1.2.2.2 ø100-ø80 No 1

B.1.2.2.3 ø150-ø50 No 1

B.1.2.2.4 ø150-ø80 No 2

B.1.2.2.5 ø150-ø100 No 4

B.1.2.2.6 ø200-ø125 No 1

B.1.2.2.7 ø50-ø32 No 3

B.1.2.2.8 ø65-ø32 No 5

B.1.2.2.9 ø65-ø50 No 2

B.1.2.2.10 ø80-ø32 No 9

B.1.2.2.11 ø80-ø65 No 2

B.1.2.2.12 ø100-ø32 No 1

B.1.2.2.13 ø100-ø80 No 2

B.1.2.2.14 ø150-ø32 No 1

Sprinkler system:

B.1.2.2.15 ø25-ø15 No 50

B.1.2.2.16 ø25-ø20 No 140

B.1.2.2.17 ø32-ø15 No 48

B.1.2.2.18 ø32-ø20 No 110

B.1.2.2.19 ø32-ø25 No 136

B.1.2.2.20 ø40-ø15 No 71

B.1.2.2.21 ø40-ø20 No 107

B.1.2.2.22 ø40-ø32 No 129

B.1.2.2.23 ø50-ø15 No 64

B.1.2.2.24 ø50-ø20 No 79

B.1.2.2.25 ø50-ø40 No 75

B.1.2.2.26 ø65-ø15 No 11

B.1.2.2.27 ø65-ø20 No 5

B.1.2.2.28 ø65-ø40 No 39

B.1.2.2.29 ø65-ø50 No 53

B.1.2.2.30 ø80-ø20 No 10

B.1.2.2.31 ø80-ø65 No 10

B.1.2.2.32 ø100-ø25 No 5

B.1.2.2.33 ø100-ø32 No 1

B.1.2.2.34 ø100-ø40 No 2

B.1.2.2.35 ø100-ø50 No 6

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60542

B.1.2.2.36 ø100-ø65 No 7B.1.2.2.37 ø100-ø80 No 2B.1.2.2.38 ø125-ø20 No 2B.1.2.2.39 ø125-ø25 No 4B.1.2.2.40 ø125-ø40 No 12B.1.2.2.41 ø125-ø50 No 17B.1.2.2.42 ø125-ø65 No 25B.1.2.2.43 ø125-ø80 No 2B.1.2.2.44 ø125-ø100 No 5B.1.2.2.45 ø150-ø100 No 2

B.1.2.2.46 ø150-ø125 No 2

B.1.2.2.47 ø200-ø150 No 2

B.1.2.3 Tee:


B.1.2.3.1 ø50-ø50-ø50 No 1

B.1.2.3.2 ø65-ø65-ø65 No 5

B.1.2.3.3 ø80-ø80-ø80 No 10

B.1.2.3.4 ø100-ø100-ø100 No 3

B.1.2.3.5 ø150-ø150-ø150 No 8

Sprinkler system:

B.1.2.3.6 ø25-ø25-ø25 No 136

B.1.2.3.7 ø32-ø32-ø32 No 130

B.1.2.3.8 ø40-ø40-ø40 No 178

B.1.2.3.9 ø50-ø50-ø50 No 143

B.1.2.3.10 ø65-ø65-ø65 No 70

B.1.2.3.11 ø80-ø80-ø80 No 16

B.1.2.3.12 ø100-ø100-ø100 No 21

B.1.2.3.13 ø125-ø125-ø125 No 68

B.1.2.3.14 ø150-ø150-ø150 No 4

B.1.2.4 End Caps:B.1.2.4.1 ø25 No 65

B.1.2.4.2 ø65 No 4

B.1.2.4.3 ø100 No 3

B.1.2.4.4 ø125 No 3

AMOUNT

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61543

B.1.3 Supply & install Ball Valve:

B.1.3.1 ø80 No 4

B.1.3.2 ø100 No 4

B.1.3.3 ø125 No 6

B.2 HOSE REELS

B.2.1 30m Hosereel with Ø32mm connection, including stop valve, fairlead, aluminium nozzle as per specification (suitable for indoor use) No 20

B.3 FIRE EXTINGUISHERS Dry chemical powder (DCP) fire extinguisher:

B.3.1 2.5 kg No 1

B.3.2 4.5 kg No 3

B.3.3 9 kg No 55


B.3.2 5 kg No 2

B.4 HYDRANTS

B.4.1 80mm Fire Hydrant No 2

B.5 SPRINKLERS

B.5.1 Sprinkler control Valve assembly and cabinet completely installed as per specifications. No 1

B.5.2 Sprinkler Heads (Upright type)

B.5.2.1 ø15 No 224

B.5.2.2 ø20 No 330

B.5.3 Sprinkler Heads (Pendant type)

B.5.3.1 ø20 No 96

B.5.4 Sprinkler Heads (Sidewall type)

B.5.4.1 ø20 No 2

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62544

B.6 FIRE PUMP ROOM

Supply and install the following Fire Water Plant Equipment completely installed within the plant space, complete with baseframes, supports, vibration mountings, electrical connections and cabling to isolators, controllers & MCC's as required.

B.6.1 Pumps:

Supply, install, test & commision following pumps as per the technical specifications and pump datasheets:

B.6.1.1 Fire Hydrant Pump No 1

B.6.1.2 Fire Hydrant Jockey Pump No 1

B.6.1.3 Fire Sprinkler Pump (electric motor) No 1

B.6.1.4 Fire Sprinkler Pump (diesel motor) No 1

B.6.1.5 Fire Sprinkler Jockey Pump No 1

B.6.2 Pump accessories:

B.6.2.1 Pressure Gauge No 10

B.6.2.2 Pressure switch No 10

B.6.2.3 Flow switch No 3

B.6.3 Supply and install Valves:

B.6.3.1 Ø 50mm Strainer No 2

B.6.3.2 Ø 150mm Butterfly Valve No 3

B.6.3.3 Ø 200mm Butterfly Valve No 3

B.6.3.4 Ø 50mm Ball Valve No 4

B.6.3.5 Ø 150mm Non-Return Valve No 3

B.6.4 Supply, install, test & commision Electrical:

B.6.4.1 MCC for Fire Hydrant pump set Sum 1

B.6.4.2 MCC for Fire Sprinkler pump set Sum 1

B.6.4.3 Fire alarm / control panel complete as specified in the technical specifications: Sum 1

B.6.5 Test & demonstrate entire hydrants supply system and sprinkler supply system to specifications: Sum 1

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63545

C TRAINING BUILDING

C.1 FIRE WATER INSTALLATION

C.1.1Supply and install Black steel pipes completely installed against walls or floors/roofs, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

C.1.1.1 ø32 m 3

C.1.2Supply and install Black steel pipe fittings completely installed into pipework, outdoors, indoors or in ceilings, complete with brackets, clamps or hangers as required.

C.1.2.1 90° Bend:C.1.2.1 ø32-ø32 No 2

C.1.2.2 Adapter:

C.1.2.2.1 ø40 HDPe - ø32 steel No 1

C.2 HOSE REELS

C.2.1 30m Hosereel with Ø32mm connection, including stop valve, fairlead, aluminium nozzle as per specification (suitable for outdoor use) No 1

C.3 FIRE EXTINGUISHERSDry chemical powder (DCP) fire extinguisher:

C.3.1 9 kg No 2


C.3.2 5 kg No 2

AMOUNT

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64546

D REFUEL BUILDING

D.1 FIRE WATER INSTALLATION

D.1.1Supply and install Black steel pipes completely installed against walls or floors/roofs, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

D.1.1.1 ø32 m 39

D.1.2Supply and install Black steel pipe fittings completely installed into pipework, outdoors, indoors or in ceilings, complete with brackets, clamps or hangers as required.

D.1.2.1 90° Bend:D.1.2.1.1 ø32-ø32 No 8

D.1.2.2 Adapter:

D.1.2.2.1 ø40 HDPe - ø32 steel No 2

D.2 HOSE REELS

D.2.1 30m Hosereel with Ø32mm connection, including stop valve, fairlead, aluminium nozzle as per specification (suitable for outdoor use) No 2

D.3 FIRE EXTINGUISHERSDry chemical powder (DCP) fire extinguisher:

D.3.1 9 kg No 12

D.3.2 2.5 kg No 6

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65547

E WASH BAY

E.1 FIRE WATER INSTALLATION

E.1.1Supply and install Black steel pipes completely installed against walls or floors/roofs, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

E.1.1.1 ø32 m 93

E.1.1.2 ø50 m 36

E.1.2Supply and install Black steel pipe fittings completely installed into pipework, outdoors, indoors or in ceilings, complete with brackets, clamps or hangers as required.

E.1.2.1 90° Bend:

E.1.2.1.1 ø32-ø32 No 20

E.1.2.1.2 ø50-ø50 No 7

E.1.2.2 Reducer:

E.1.2.2.1 ø50-ø32 No 6

E.1.2.3 Tee:

E.1.2.3.1 ø50-ø50-ø50 No 3

E.1.2.4 Adapter:

E.1.2.4.1 ø40 HDPe - ø32 steel No 1

E.1.2.4.2 ø63 HDPe - ø50 steel No 3

E.2 HOSE REELS

E.2.1 30m Hosereel with Ø32mm connection, including stop valve, fairlead, aluminium nozzle as per specification (suitable for outdoor use) No 7

E.3 FIRE EXTINGUISHERS

Dry chemical powder (DCP) fire extinguisher:

E.3.1 9 kg No 14

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66548

F SECURITY GATEHOUSE

F.1 FIRE WATER INSTALLATION

F.1.1Supply and install Black steel pipes completely installed against walls or floors/roofs, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.

F.1.1.1 ø32 m 3

F.1.2Supply and install Black steel pipe fittings completely installed into pipework, outdoors, indoors or in ceilings, complete with brackets, clamps or hangers as required.

F.1.2.1 90° Bend:

F.1.2.1.1 ø32-ø32 No 1

F.1.2.1 Adapter:

F.1.2.1.1 ø40 HDPe - ø32 steel No 1

F.2 HOSE REELS

E.2.1 30m Hosereel with Ø32mm connection, including stop valve, fairlead, aluminium nozzle as per specification (suitable for outdoor use) No 1

F.3 FIRE EXTINGUISHERS


F.3.1 9 kg No 3

G STAFF GATEHOUSE

G.1 FIRE EXTINGUISHERS


G.1.1 9 kg No 1

AMOUNT

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67549

H SITE

H.1 FIRE WATER INSTALLATION

H.1.1 Supply and install HDPE pipes completely installed in ground, rates of pipes shall include butt-welding of pipe ends to other HDPE fittings.

H.1.1.1 ø40 m 25

H.1.1.2 ø50 m 18

H.1.1.3 ø63 m 28

H.1.1.4 ø90 m 9

H.1.1.5 ø110 m 62

H.1.1.6 ø125 m 136

H.1.1.7 ø160 m 519

H.1.2 Supply and install HDPE pipe fittings completely installed in or above ground, outdoors or indoors, as required.

H.1.2.1 90° Elbow:

H.1.2.1.1 ø40-ø40 No 3

H.1.2.1.2 ø50-ø50 No 4

H.1.2.1.3 ø63-ø63 No 8

H.1.2.1.4 ø90-ø90 No 4

H.1.2.1.5 ø110-ø110 No 2

H.1.2.1.6 ø125-ø125 No 6

H.1.2.1.7 ø160-ø160 No 10

H.1.2.2 Reducers/adapters:

H.1.2.2.1 ø63-ø50 No 1

H.1.2.2.2 ø125-ø40 No 1

H.1.2.2.3 ø160-ø63 No 2

H.1.2.2.4 ø160-ø110 No 2

H.1.2.2.5 ø160-ø125 No 1

H.1.2.2.6 ø160-ø150 No 2

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68550

H.1.2.3 Tee:

H.1.2.3.1 ø63-ø63-ø50 No 1

H.1.2.3.2 ø125-ø125-ø50 No 1

H.1.2.3.3 ø125-ø125-ø125 No 2

H.1.2.3.4 ø160-ø160-ø40 No 1

H.1.2.3.5 ø160-ø160-ø63 No 2

H.1.2.3.6 ø160-ø160-ø90 No 1

H.1.2.3.7 ø160-ø160-ø125 No 11

H.1.2.3.8 ø160-ø160-ø160 No 4

H.1.3 Supply and install VALVES completely installed in valve chambers or above ground, outdoors or indoors, as required on site.

H.1.3.1 Ball Valve:

H.1.3.1.1 ø50 No 2

H.1.3.1.2 ø65 No 2

H.1.3.1.3 ø100 No 2

H.1.3.1.4 ø125 No 1

H.1.3.1.5 ø150 No 4

H.1.4 EXTERNAL HYDRANTS

H.1.4.1 Single Std Fire Hydrant No 15

H.1.5 Supply and install external Fire Water Booster Connection as per the drawings and specifications, required on site.

No 1

H.1.6Supply and install external and internal Fire signage, required on site.

Sum 1

I1 DrawingsI1.1


I1.2 Preparation of final as built drawings and wiring diagrams in terms of the standard specification Sum 1

I2 O & M ManualsI2.1 Compilation of operating and maintenance manual for all LIFTS related


I3 Maintenance and GuaranteeI3.1 12 Months maintenance and guarantee on entire installed mechanical


I4 All fire signage Sum 1

Brought forward

Carry to Summary Page


69551



BILL 1 LIFT INSTALLATION

BILL 2 COMPRESSED AIR

BILL 3 COLD ROOMS

BILL 4 DOMESTIC HOT & COLD WATER SYSTEM

BILL 5 HEATING, VENTILATION & AIRCONDITIONING

BILL 6 FIRE PROTECTION

TOTAL CARRIED TO FINAL SUMMARY

CITY OF EKURHULENI CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA



FINAL SUMMAR Y PAGE

CITY OF EKURHULENI

FINAL SUMMARY

Section Page Amount

R c

1 PRELIMINARIES

2 DEMOLITIONS

3 BUILDING WORKS

3.1 Administration Building

3.2 Maintenance Building

3.3 Training Building

3.4 Refuelling building and washbay

3.5 Security and Staff Entrance

4 GENERAL PROVISIONAL SUMS

5 EXTERNAL WORK

6 ROADS AND STORMWATER

7 WATER & SANITATION

8 ELECTRICAL WORK

9 MECHANICAL WORK

SUB-TOTAL R

ADD: 10% Contingency to the above Sub total (Subject to approval by the Employer, and may R

SUB-TOTAL BEFORE VAT R

ADD: Value Added Tax @ 15% R

TOTAL CARRIED TO FORM OF OFFER AND ACCEPTANCE IN PART C1.1 R -

Contract

Part C2: Pricing Data

be deducted in whole or in part)

SUB-TOTAL

Tender

Part T2: Returnable Documents F1T2.1

List of Returnable Documents

553

NB: PLEASE NOTE: Contract Price Adjustment is applicable to this contract. The JBCC Contract Price Adjustment Provisions (CPAP) will apply. CPAP Indices as published by Stats SA will be used for the calculations. The formula to be used is: A = 0.85 x V (Xe/Xo - 1) Where: A = the adjustment amount 0.85 = a constant which provides for a 15% non-adjustable element V = the work value in such work group and the valuation period Xe= the value of the index applicable to such work group and the valuation period for thecalendar month during

which the payment certificate is dated Xo = the value of the index applicable to such work group for the base month.

The base month shall be the month prior to the month in which the bid closed if the bid closed before the 15th, if the bid closes after the 15th the base month shall be the month in which the bid closed.

554

PLEASE NOTE:

1. This bid is estimated to exceed a rand value of R10 million (VAT, escalation and contingencies included). Accordingly—

(a) if a bidder is a registered company required by law to have its annual financial statements

audited or independently reviewed in compliance with the requirements of the Companies Act ,Act No.71 of 2008, or any other law, the bidder is required to furnish audited or independently reviewed annual financial statements, as the case may be, prepared within six (6) months of the end of the bidders most recent financial year together with the audited or independently reviewed annual financial statements for the two immediately preceding financial years, unless the bidder was only established within the past three (3) years in which case all of its annual financial statements must be submitted.

(b) if a bidder is a registered close corporation, the bidder is required to furnish annual financial statements in compliance with the provisions of the Close Corporations Act, Act No. 69 of 1984 , prepared within nine (9) months of the end of the bidders most recent financial year together with the annual financial statements for the two immediately preceding financial years, unless the bidder was only established within the past three (3) years in which case all of its annual financial statements must be submitted.

(c) if the bidder only commenced business within the past three years, the bidder is required to submit annual financial statements in compliance

(d) with the provisions of (1) and (2) above for each of its financial years since commencing business.

(e) if a bidder is not required by law to have its annual financial statements audited or independently reviewed, or is not a Close Corporation, then non-audited annual financial statements for the periods referred to above must be submitted.

2. Annual financial statements submitted must comply with the requirements of the Companies Act or the Close Corporations Act.

Signature of person authorised to sign bid documents

Name in block letters

Designation Date

555