revised pricing schedule 09-2019... · pc sum = prime cost sum prov sum = provisional sum . 11...
TRANSCRIPT
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
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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:
As per contract data
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
4 2 . 4 . 4 On acceptance of the tender the bills ofquantities/lump sum document is to be submitted within:
As per contract data
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
- 1 7 -22
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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)
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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................................................................-
................................................................-
................................................................-
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
- 2 0 -25
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
- 2 3 -28
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
- 2 4 -29
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Preliminaries
COLLECTION
Page AmountNo
Brought Forward R
Total Brought Forward from Page No. -22-
-23-
-24-
Carried to Final Summary RSection No.1- Preliminaries and GeneralBill No. 1Part C2: Pricing Data
- 2 6 -31
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.2 - DemolitionsBill No. 1Part C2: Pricing Data
- 2 8 -33
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.2 - DemolitionsBill No. 1Part C2: Pricing Data
- 2 9 -34
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.2 - DemolitionsBill No. 1Part C2: Pricing Data
- 3 0 -35
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Demolitions
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -27-
-28-
-29-
-30-
Carried to Final Summary RSection No.2 - DemolitionsBill No. 1Part C2: Pricing Data
- 3 1 -36
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 1Part C2: Pricing Data
- 2 -38
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Filling of natural gravel material, G7 supplied by thecontractor, compacted to 95% Mod AASHTO density
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 1Part C2: Pricing Data
- 3 -39
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 1Part C2: Pricing Data
- 4 -40
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Earthworks
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -1-
-2-
-3-
-4-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 1Part C2: Pricing Data
- 5 -41
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 2
CONCRETE, FORMWORK AND REINFORCEMENT
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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.
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 6 -42
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
UNREINFORCED CONCRETE
The following in workgroup 110
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 7 -43
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 8 -44
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 9 -45
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Saw-cut joints
A 6 x 25mm Saw-cut joints in top of concrete m 188
FORMWORK
The following in workgroup 111
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 1 0 -46
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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)
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 1 1 -47
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 114
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 1 2 -48
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 2
Concrete, Formwork and Reinforcement
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -6-
-7-
-8-
-9-
-10-
-11-
-12-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 2Part C2: Pricing Data
- 1 3 -49
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 3
MASONRY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick
Hollow walls
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 3Part C2: Pricing Data
- 1 4 -50
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
BRICKWORK
The following in workgroup 116
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
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 3Part C2: Pricing Data
- 1 5 -51
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
2,5mm Brickwork reinforcement
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 3Part C2: Pricing Data
- 1 6 -52
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 117
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 3Part C2: Pricing Data
- 1 7 -53
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 3Part C2: Pricing Data
- 1 8 -54
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 3
Masonry
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -14-
-15-
-16-
-17-
-18-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 3Part C2: Pricing Data
- 1 9 -55
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 4
WATERPROOFING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 120
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 4Part C2: Pricing Data
- 2 0 -56
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 4Part C2: Pricing Data
- 2 1 -57
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 4Part C2: Pricing Data
- 2 2 -58
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 4
Waterproofing
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -20-
-21-
-22-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 4Part C2: Pricing Data
- 2 3 -59
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 5
ROOF COVERINGS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
The following in workgroup 124
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 5Part C2: Pricing Data
- 2 4 -60
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 5Part C2: Pricing Data
- 2 5 -61
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 5
Roof Coverings
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -24-
-25-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 5Part C2: Pricing Data
- 2 6 -62
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 6
CARPENTRY AND JOINERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 6Part C2: Pricing Data
- 2 7 -63
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 126
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 6Part C2: Pricing Data
- 2 8 -64
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 6Part C2: Pricing Data
- 2 9 -65
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 6
Carpentry and Joinery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -27-
-28-
-29-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 6Part C2: Pricing Data
- 3 0 -66
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 7
CEILINGS, PARTITIONS AND ACCESS FLOORING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 7Part C2: Pricing Data
- 3 1 -67
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Steel components
All steel components for ceilings, partitions, etc are to begalvanised in accordance with SANS 121
SUSPENDED CEILINGS
The following in workgroup 129
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 7Part C2: Pricing Data
- 3 2 -68
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 7Part C2: Pricing Data
- 3 3 -69
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 7Part C2: Pricing Data
- 3 4 -70
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 7Part C2: Pricing Data
- 3 5 -71
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 7
Ceilings, Partitions and Access Flooring
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -31-
-32-
-33-
-34-
-35-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 7Part C2: Pricing Data
- 3 6 -72
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 8
FLOOR COVERINGS, WALL LININGS, ETC
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Fixing
Floor coverings, wall linings, etc shall, where applicable, be fixedwith adhesive as recommended by the manufacturers of theflooring, linings, etc
The following in workgroup 130
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
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 8Part C2: Pricing Data
- 3 7 -73
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 9
IRONMONGERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 132
HINGES, BOLTS, ETC
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 3 8 -74
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 3 9 -75
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Manufactured by "Dorma" or equal approved
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
Manufactured by "Howick" or equal approved
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 4 0 -76
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 4 1 -77
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
DOOR CLOSERS
Manufactured by "Dorma" or equal approved
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
Manufactured by "Howick" or equal approved
H Satin chrome floor mounted door holder No 4
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 4 2 -78
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"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
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 4 3 -79
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 4 4 -80
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 9
Ironmongery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -38-
-39-
-40-
-41-
-42-
-43-
-44-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 9Part C2: Pricing Data
- 4 5 -81
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 10
STRUCTURAL STEELWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 134
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 10Part C2: Pricing Data
- 4 6 -82
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 10Part C2: Pricing Data
- 4 7 -83
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 10
Structural Steelwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -46-
-47-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 10Part C2: Pricing Data
- 4 8 -84
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 11
METALWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washers andmortices in brickwork or concrete
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 4 9 -85
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 136
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 0 -86
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
E Frame for door size 6000 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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 1 -87
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 2 -88
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
C Purpose made window, 1500 x 2125mm high, (W-027) 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
H Purpose made window, 1250 x 2125mm high, (W-033) No 1
I Purpose made window, 3240 x 2125mm high, (W-034) 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
N Purpose made window, 3520 x 1063mm high, (W-044) No 1
O Purpose made window, 2700 x 1063mm high, (W-046) No 1
P Purpose made window, 4330 x 3900mm high, (W-047) 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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 3 -89
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
A Purpose made window, 3340 x 600mm high, (W-061) No 1
B Purpose made window, 2270 x 600mm high, (W-062) No 1
C Purpose made window, 2240 x 600mm high, (W-063) 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
F Purpose made window, 1800 x 2125mm high, (W-070) No 1
G Purpose made window, 1340 x 2125mm high, (W-077) No 1
H Purpose made window, 2400 x 600mm high, (W-078) No 1
I Purpose made window, 3000 x 600mm high, (W-079, W-080,W-081, W-089 and W-090) No 5
J Purpose made window, 2060 x 600mm high, (W-082) No 1
K Purpose made window, 3165 x 600mm high, (W-083) No 1
L Purpose made casement, 860 x 600mm high, (W-084) No 1
M Purpose made window, 905 x 600mm high, (W-085 and W-086) No 2
N Purpose made window, 1840 x 2125mm high, (W-087) No 1
O Purpose made window, 3080 x 600mm high, (W-088) No 1
P Purpose made window, 2450 x 600mm high, (W-091) No 1
Q Purpose made casement, 630 x 1385mm high, (W-092) 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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 4 -90
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
C Purpose made window, 4660 x 1650mm high, (W-115) 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
F Purpose made window, 3815 x 1650mm high, (W-119) No 1
G Purpose made window, 1100 x 1650mm high, (for W-124) No 1
H Purpose made window, 3650 x 600mm high, (W-125) No 1
I Purpose made window, 3980 x 600mm high, (W-127) No 1
J Purpose made window, 3235 x 2430mm high, (W-129) No 1
K Purpose made casement, 8490 x 2550mm high, (W-071) No 1
L Purpose made casement, 2585 x 6930mm high, (W-072) 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
Q Purpose made casement, 800 x 1650mm high, (W-100) 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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 5 -91
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 8 -94
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 11
Metalwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -49-
-50-
-51-
-52-
-53-
-54-
-55-
-56-
-57-
-58-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 11Part C2: Pricing Data
- 5 9 -95
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 12
PLASTERING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 12Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 12Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 142
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 12Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
EXTERNAL PLASTER
Cement plaster steel trowelled, on brickwork
A On walls m2 31
B On narrow widths m2 24
Cement plaster steel trowelled, on concrete
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 12Part C2: Pricing Data
- 6 3 -99
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 12
Plastering
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -60-
-61-
-62-
-63-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 12Part C2: Pricing Data
- 6 4 -100
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 13
TILING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 144
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
B On narrow widths m2 14
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 13
Tiling
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -65-
-66-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 13Part C2: Pricing Data
- 6 7 -103
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 14
PLUMBING AND DRAINAGE
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
The following in workgroup 146
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 6 8 -104
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 6 9 -105
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 0 -106
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 1 -107
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 148
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 2 -108
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 3 -109
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 4 -110
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 5 -111
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
ELECTRIC WATER HEATERS
Sundries
A Testing water pipe system Item
AS-BUILT DRAWINGS
B Provision of as-built drawings Item
Carried to Collection RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 14
Plumbing and Drainage
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -68-
-69-
-70-
-71-
-72-
-73-
-74-
-75-
-76-
-77-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 14Part C2: Pricing Data
- 7 8 -114
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 15
GLAZING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 150
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
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 15Part C2: Pricing Data
- 7 9 -115
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 16
PAINTWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 152
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
One coat alkali resistant primer and two coats wall and allpure acrylic emulsion paint for interior
C Ceilings and beams m2 585
ON SMOOTH CONCRETE SURFACES
Carried to Collection RSection No.3.1- Administration BuildingBill No. 16Part C2: Pricing Data
- 8 0 -116
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
One coat alkali resistant primer and two coats wall and allpure acrylic emulsion paint for interior
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 16Part C2: Pricing Data
- 8 1 -117
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 16Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 16
Paintwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -80-
-81-
-82-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 16Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 17
PROVISIONAL SUMS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 %
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 %
C Allow for general attendance %
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 %
F Allow for general attendance %
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 %
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 %
C Allow for general attendance %
ACCESS FLOORING
D Provide the amount of R 900,000.00 (Nine Hundred ThousandRand) for Access Flooring Item 900 000 00
E Profit %
F Allow for general attendance %
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 %
I Allow for general attendance %
PERGOLAS
J Provide the amount of R 52,000.00 (Fifty Two Thousand Rand) forPergolas Item 52 000 00
K Profit %
L Allow for general attendance %
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
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 %
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
SLIDING DIVIDING SCREEN
A Provide the amount of R 40,000.00 (Forty Thousand Rand) forSliding Dividing Screen Item 40 000 00
B Profit %
C Allow for general attendance %
Carried to Collection RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 17
Provisional Sums
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -84-
-85-
-86-
-87-
-88-
-89-
-90-
Carried Forward to Summary of Section No. RSection No.3.1- Administration BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
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 as described in the Soil Investigationreport
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Testing
Prices for filling are to include for all necessary density tests inaccordance with SABS 1200D
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 1Part C2: Pricing Data
- 2 -130
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
EXCAVATION, FILLING, ETC
EXCAVATIONS, ETC
Excavation in earth not exceeding 2m deep
A Trenches including working around piles m3 201
B Holes m3 244
C Lift pits m3 100
Back excavation of vertical sides of excavations in earth forworking space including backfilling compacted to 95% ModAASHTO density
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
Extra over trench and hole excavations in earth forexcavation in
F Soft rock m3 58
G Hard rock m3 29
Extra over all excavations for carting away
H Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 445
Risk of collapse of excavations
I Sides of trench and hole excavations not exceeding 1,5m deep m2 1 937
Keeping excavations free of water
J Keeping excavations free of all water other than subterraneanwater Item
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Compaction of surfaces
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
Soil insecticide in accordance with SANS 5859
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
Prescribed tests to determine degree of compaction or otherproperties of ground or filling
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 1Part C2: Pricing Data
- 4 -132
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Earthworks
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -1-
-2-
-3-
-4-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 1Part C2: Pricing Data
- 5 -133
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 2Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 2Part C2: Pricing Data
- 7 -135
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 2Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 2
Piling
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -6-
-7-
-8-
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- 9 -137
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 3
CONCRETE, FORMWORK AND REINFORCEMENT
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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.
UNREINFORCED CONCRETE
The following in workgroup 110
15MPa/19mm concrete
A Strip footings and bases m3 21
REINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
35MPa/19mm concrete
A Surface beds cast in panels on waterproofing m3 885
B Ground beams m3 201
C Pile caps m3 238
REINFORCED CONCRETE CAST ON/IN FORMWORK
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
Finishing top surfaces of concrete smooth with a wood float
J Surface beds, slabs, etc m2 100
Finishing top surfaces of concrete smooth with a powerfloat
K Surface beds, slabs, etc m2 5 164
Finishing top surfaces of concrete to an evenly ribbednon-slip surface
L Surface beds, slabs, etc to falls m2 200
MOVEMENT JOINTS ETC
Expansion joints with 15mm softboard bitumen impregnatedsoftboard between vertical concrete and brick surfaces
M Not exceeding 300mm high to edges of surface beds m 546
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 3Part C2: Pricing Data
- 1 1 -139
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Horizontal joggle construction joints through concreteincluding thick cement slurry to one face
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 3Part C2: Pricing Data
- 1 2 -140
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
FORMWORK
The following in workgroup 111
SMOOTH FORMWORK (DEGREE OF ACCURACY I)
Smooth formwork to sides
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
Smooth formwork to soffits
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 3Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
ROUGH FORMWORK (DEGREE OF ACCURACY II)
Rough formwork to sides
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
REINFORCEMENT (PROVISIONAL)
The following in workgroup 114
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
Fabric reinforcement
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 3Part C2: Pricing Data
- 1 4 -142
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 3
Concrete, Formwork and Reinforcement
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -10-
-11-
-12-
-13-
-14-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 3Part C2: Pricing Data
- 1 5 -143
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 4
MASONRY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick
Hollow walls
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
BRICKWORK
SUPERSTRUCTURE
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 4Part C2: Pricing Data
- 1 6 -144
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
A One brick walls m2 449
B 280mm Hollow walls of two half brick skins including wire ties m2 990
2,5mm Brickwork reinforcement
C 75mm Wide reinforcement built in horizontally m 1 726
D 150mm Wide reinforcement built in horizontally m 5 535
Prestressed fabricated concrete lintels including necessarytemporary supports
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
Turning pieces to lintels etc
I 110mm Wide turning pieces m 10
J 230mm Wide turning pieces m 10
Galvanised hoop iron cramps, ties, etc
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
Fair face to brickwork of selected building bricks inhorizontal stretcher bond, pointed with recessed horizontaland vertical joints
M Extra over for fair face m2 2 346
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Brick-on-edge header course copings, sills, etc of facebricks, pointed with flush joints on all exposed faces
F 220mm Wide sills set sloping and slightly projecting m 20
FIBRE-CEMENT WINDOW SILLS
The following in workgroup 117
Natural grey sills in single lengths bedded in class II mortarincluding metal fixing lugs etc
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 4Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 4
Masonry
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -16-
-17-
-18-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 5
WATERPROOFING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 120
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 5 164
One layer 375 micron embossed polyethylene dampproofcourse (SANS 952-1985 type B)
B In walls m2 27
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 28
D On floors m2 3
WATERPROOFING TO ROOFS ETC
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
SEALING STRIPS, JOINT SEALANTS, ETC
Pre-compressed bitumen impregnated foam plastic jointsealing strips
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 5Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 5
Waterproofing
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -20-
-21-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 5Part C2: Pricing Data
- 2 2 -150
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 6
ROOF COVERINGS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
The following in workgroup 124
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 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
SHEET METAL FLASHINGS, LININGS, COPINGS, ETC
0,6mm Galvanised sheet steel
F Flashings m2 10
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 6Part C2: Pricing Data
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ROOF AND WALL INSULATION
Lambdaboard insulation
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 6Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 6
Roof Coverings
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -23-
-24-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 6Part C2: Pricing Data
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Item Unit Quantity Rate AmountNo
BILL NO. 7
CARPENTRY AND JOINERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 7Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 126
SKIRTINGS
Hardwood
A 150 x 19mm Skirtings including 19mm quadrant bead, plugged m 42
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 7Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 7
Carpentry and Joinery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -26-
-27-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 7Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 8
CEILINGS, PARTITIONS AND ACCESS FLOORING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 8Part C2: Pricing Data
- 2 9 -157
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Steel components
All steel components for ceilings, partitions, etc are to begalvanised in accordance with SANS 121
SUSPENDED CEILINGS
The following in workgroup 129
SUPPLEMENTARY PREAMBLES
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
Flush plastered gypsum plasterboard suspended ceilings
The grid shall be suspended by means of galvanised steelL-section hangers at suitable centres, securely shot-pinned orscrewed to concrete, steel or wood
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
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
Openings
Prices for openings for light fittings, ventilation grilles, airconditioning diffusers, etc are to include for any necessaryadditional support, trimming around, etc
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 8Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 below concrete soffit m2 98
"OWAcoustic Constellation Premium" or other equallyapproved mineral fibre ceiling panels with minimum NoiseReducing Coefficient of 0.65, size 1195 x 595 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
B Ceilings suspended not exceeding 1m below concrete soffits m2 457
"Gyproc" cornices, perimeter trims, etc to suspendedceilings
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 8Part C2: Pricing Data
- 3 1 -159
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 8Part C2: Pricing Data
- 3 2 -160
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 8
Ceilings, Partitions and Access Flooring
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -29-
-30-
-31-
-32-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 8Part C2: Pricing Data
- 3 3 -161
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 9
FLOOR COVERINGS, WALL LININGS, ETC
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Fixing
Floor coverings, wall linings, etc shall, where applicable, be fixedwith adhesive as recommended by the manufacturers of theflooring, linings, etc
The following in workgroup 130
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
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 9Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 10
IRONMONGERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 132
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 10Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
HINGES, BOLTS, ETC
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 10Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
CATCHES, CABIN HOOKS, ETC
Manufactured by "Dorma" or equal approved
A Emergency panic latch to suit door leaf up to 1000mm wide(Code:PHA1/S) No 2
LOCKS
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 10Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Manufactured by "Dorma" or equal approved
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
PUSH PLATES AND KICK PLATES
Stainless steel plates countersunk screwed along edges atnot exceeding 200mm centres
K 300 x 150mm Stainless kick plate (Code: DPP-SS 161) No 5
DOOR CLOSERS
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 10Part C2: Pricing Data
- 3 8 -166
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Manufactured by "Dorma" or equal approved
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
LETTERS, NAMEPLATES, ETC
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 10Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 10
Ironmongery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -35-
-36-
-37-
-38-
-39-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 11
STRUCTURAL STEELWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 134
STEEL COLUMNS AND BEAMS
Welded plate beams, with flat bearer and connection plates,bolted to steel
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
Welded columns in single lengths with flat base, cap, bearerand connection plates, bolted to concrete
C 305 x 165 x 41Kg/m I-section columns t 0.31
STEEL PORTAL FRAMES
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
STEEL PURLINS, GIRTS, BRACING, ETC
Purlins and girts, bolted to steel
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 11Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on 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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 11Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 11
Structural Steelwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -41-
-42-
-43-
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- 4 4 -172
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 12
METALWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washers andmortices in brickwork or concrete
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
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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
The following in workgroup 136
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
PRESSED STEEL DOOR FRAMES
1,6mm Double rebated frames suitable for half brickwalls
D Frame for door size 813 x 2085mm high No 6
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A Frame for door size 936 x 2085mm high No 2
1,6mm Double rebated frames suitable for one brickwalls
B Frame for door 536 x 2085mm high No 2
C Frame for door size 736 x 2085mm high No 1
D Frame for door size 786 x 2085mm high No 1
E Frame for door size 813 x 2425mm high No 4
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
ALUMINIUM WINDOWS, DOORS, ETC
NOTE: All tenderers are reffered to architects details and drawingsbased on these bills of quantities for tender purposes
NOTE: Unless otherwise stated herein, all items in this bill shall bedeemed to fall into Work Group No 149 for contract priceadjustment purposes
----------------------------------------
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
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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
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PRESSED STEEL TRANSFORMER ROOM DOORS ANDFRAMES
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
ALUMINIUM FRAMED AND UNFRAMED SHOWERCUBICLE PANELS AND DOORS ETC
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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
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Bill No. 12
Metalwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -45-
-46-
-47-
-48-
-49-
-50-
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Item Unit Quantity Rate AmountNo
BILL NO. 13
PLASTERING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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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
The following in workgroup 142
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SCREEDS
Screeds steel trowelled, on concrete
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
Polished granolithic, on concrete
C 30mm Thick on floors and landings m2 434
INTERNAL PLASTER
Cement plaster steel trowelled, on brickwork
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
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Bill No. 13
Plastering
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -52-
-53-
-54-
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Item Unit Quantity Rate AmountNo
BILL NO. 14
TILING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 144
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 133
B On risers 180mm high (of cut tiles 600mm) m 116
C On treads 300mm high (of cut tiles 600mm) m 116
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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
A On floors and landings m2 437
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Bill No. 14
Tiling
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -56-
-57-
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Item Unit Quantity Rate AmountNo
BILL NO. 15
PLUMBING AND DRAINAGE
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
The following in workgroup 146
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
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 15Part C2: Pricing Data
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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
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 15Part C2: Pricing Data
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"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
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
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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
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
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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)
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 15Part C2: Pricing Data
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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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 15Part C2: Pricing Data
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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
The following in workgroup 148
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
Vaal or other equal approved white glazed vitreouschina
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
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Cobra or equal approved
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
Marley or equal approved
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
Cobra or equal approved
O Square Modern Concealed touch free, electronic control valvecomplete set (Code EL-8-112) No 3
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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
Extra over uPVC pipes for fittings
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
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Class 0 copper pipes
A 15mm Pipes m 55
B 22mm Pipes m 3
C 28mm Pipes m 20
D 35mm Pipes m 15
E 15mm Pipes chased in walls m 2
F 22mm Pipes chased in walls m 14
G 28mm Pipes chased in walls m 22
Extra over class 0 copper pipes for capillary fittings
H 15mm Fittings No 78
I 22mm Fittings No 33
J 28mm Fittings No 8
K 35mm Bend No 24
L 35mm Tee No 12
Extra over class 0 copper pipes for brass compressionfittings
M 15mm Fittings No 29
N 22mm Fittings No 8
O 35mm Adaptor No 18
ELECTRIC WATER HEATERS
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Core drilling of hole for pipe exceeding 50mm and notexceeding 100mm diameter
A 250mm Reinforced concrete slab, beam, wall, etc No 10
Core drilling of hole for pipe exceeding 150mm and notexceeding 200mm diameter
B 250mm Reinforced concrete slab, beam, wall, etc No 10
C Provision of as-built drawings Item
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 15Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 15
Plumbing and Drainage
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -59-
-60-
-61-
-62-
-63-
-64-
-65-
-66-
-67-
-68-
-69-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 15Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 16
GLAZING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Float glass
The term "float glass" is used for monolithic annealed glass
Laminated glass
Laminated glass to have polyvinyl butyral (PVB) interlayer(s)
The following in workgroup 150
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 8
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 16Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 17
PAINTWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 152
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 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
ON PLASTERBOARD SURFACES
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
One coat alkali resistant primer and two coats pure acrylicpaint for interior use
A Ceilings and cornices, including priming metal cover strips andnailheads m2 98
One coat alkali resistant primer and two coats semi-glossPVA paint
ON METAL SURFACES
One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on steel
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
One coat wood primer, one undercoat and two coat velvaglopolyurethane enamel paint
F Doors m2 248
G Skirtings, rails, etc not exceeding 300mm girth m 42
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 17
Paintwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -72-
-73-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 17Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 18
PROVISIONAL SUMS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
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
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 18Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
JOINERY
A Provide the amount of R 90,000.00 (Ninety Thousand Rand) forjoinery Item 90 000 00
B Profit %
C Allow for general attendance %
WORK BENCH
D Provide the amount of R 90,000.00 (Ninety Thousand Rand) forwork benchs Item 90 000 00
E Profit %
F Allow for general attendance %
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 %
I Allow for general attendance %
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 18Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 %
C Allow for general attendance %
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 %
F Allow for general attendance %
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 %
I Allow for general attendance %
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 %
L Allow for general attendance %
Carried to Collection RSection No.3.2-: Maintenance BuildingBill No. 18Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 18
Provisional Sums
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -75-
-76-
-77-
Carried Forward to Summary of Section No. RSection No.3.2-: Maintenance BuildingBill No. 18Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
SECTION SUMMARY - Section No.3.2-: Maintenance Building
Bill Page AmountNo No
1 -5-Earthworks
2 -9-Piling
3 -15-Concrete, Formwork and Reinforcement
4 -19-Masonry
5 -22-Waterproofing
6 -25-Roof Coverings
7 -28-Carpentry and Joinery
8 -33-Ceilings, Partitions and Access Flooring
9 -34-Floor Coverings
10 -40-Ironmongery
11 -44-Structural Steelwork
12 -51-Metalwork
13 -55-Plastering
14 -58-Tiling
15 -70-Plumbing and Drainage
16 -71-Glazing
17 -74-Paintwork
18 -78-Provisional Sums
Carried to Final Summary RSection No.3.2-: Maintenance BuildingPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Testing
Prices for filling are to include for all necessary density tests inaccordance with SABS 1200D
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
EXCAVATION, FILLING, ETC
EXCAVATIONS, ETC
Excavation in earth not exceeding 2m deep
A Trenches m3 41
B Holes m3 94
Back excavation of vertical sides of excavations in earth forworking space including backfilling compacted to 95% ModAASHTO density
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
Extra over trench and hole excavations in earth forexcavation in
E Soft rock m3 8
F Hard rock m3 4
Extra over all excavations for carting away
G Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 26
Risk of collapse of excavations
H Sides of trench and hole excavations not exceeding 1,5m deep m2 220
Keeping excavations free of water
I Keeping excavations free of all water other than subterraneanwater Item
FILLING ETC
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Earth filling obtained from the excavations and/or prescribedstock piles on site, compacted to 93% Mod AASHTOdensity
A Under floors, steps, pavings, etc m3 24
B Backfilling to trenches, holes, etc m3 28
Filling of natural gravel material G5 supplied by thecontractor, compacted to 95% Mod AASHTO density
C Under floors, steps, pavings, etc m3 25
Filling of natural gravel material, G6 supplied by thecontractor, compacted to 95% Mod AASHTO density
D Under floors, steps, pavings, etc m3 14
Filling of natural gravel material, G7 supplied by thecontractor, compacted to 95% Mod AASHTO density
E Under floors, steps, pavings, etc m3 19
Coarse river sand filling supplied by the contractor
F Under floors etc m3 25
Compaction of surfaces
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
Soil insecticide in accordance with SANS 5859
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
Prescribed tests to determine degree of compaction or otherproperties of ground or filling
J "Modified AASHTO Density" test No 10
Carried to Collection RSection No.3.3 - Training buildingBill No. 1ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
A "Natural California Bearing Ratio" test No 10
B "Field Density" test, including "Optimum Moisture Content" test(four readings per test) No 10
Carried to Collection RSection No.3.3 - Training buildingBill No. 1ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Earthworks
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -1-
-2-
-3-
-4-
-5-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 2
CONCRETE, FORMWORK AND REINFORCEMENT
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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)
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
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 2ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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.
Carried to Collection RSection No.3.3 - Training buildingBill No. 2ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
UNREINFORCED CONCRETE
The following in workgroup 110
15MPa/19mm concrete
A Strip footings and bases m3 2
REINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES
35MPa/19mm concrete
B Surface beds cast in panels on waterproofing m3 18
C Bases m3 40
D Columns in foundations (Provisional) m3 1
E Ground beams m3 12
F Strip footings m3 10
G Ramps m3 36
REINFORCED CONCRETE CAST ON/IN FORMWORK
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
Finishing top surfaces of concrete smooth with a wood float
M Surface beds, slabs, etc m2 129
Carried to Collection RSection No.3.3 - Training buildingBill No. 2ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Finishing top surfaces of concrete smooth with a powerfloat
A Surface beds, slabs, etc m2 30
Finishing top surfaces of concrete to an evenly ribbednon-slip surface
B Surface beds, slabs, etc to falls m2 105
MOVEMENT JOINTS ETC
Expansion joints with 15mm softboard bitumen impregnatedsoftboard between vertical concrete and brick surfaces
C Not exceeding 300mm high to edges of surface beds m 94
Horizontal joggle construction joints through concreteincluding thick cement slurry to one face
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
The following in workgroup 111
SMOOTH FORMWORK (DEGREE OF ACCURACY II)
Smooth formwork to sides
G Beams m2 94
H Walls circular to exceeding 1m radius m2 33
Smooth formwork to soffits
I Slabs exceeding 250mm and not exceeding 500mm thick proppedup exceeding 1.5m and not exceeding 3.5m high m2 163
ROUGH FORMWORK (DEGREE OF ACCURACY II)
Carried to Collection RSection No.3.3 - Training buildingBill No. 2ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Rough formwork to sides
A Pile caps (Provisional) m2 432
B Retaining walls m2 214
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
REINFORCEMENT (PROVISIONAL)
The following in workgroup 114
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
Fabric reinforcement
G Type 245 fabric reinforcement in concrete surface beds, slabs, etc m2 118
Carried to Collection RSection No.3.3 - Training buildingBill No. 2ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 2
Concrete, Formwork and Reinforcement
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -7-
-8-
-9-
-10-
-11-
-12-
Carried Forward to Summary of Section No. RSection No.3.3 - Training buildingBill No. 2ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 3
MASONRY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick
Hollow walls
Descriptions of hollow walls shall be deemed to include leavingevery fifth perpend of the bottom course of the external skin openas a weep hole
User note
The following preamble generally applies for works in hot andhumid coastal areas
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 3ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
BRICKWORK
The following in workgroup 116
FOUNDATIONS (PROVISIONAL)
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
A Half brick linings tied to concrete m2 4
B One brick walls m2 60
2,5mm Brickwork reinforcement
C 150mm Wide reinforcement built in horizontally m 96
FACE BRICKWORK
Face bricks (PC amount R5500.00 per 1000) pointed withrecessed horizontal and vertical joints
D Extra over brickwork for face brickwork m2 39
BRICKWORK
SUPERSTRUCTURE
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 3ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
A Closing 50mm cavities of hollow walls horizontally with one courseof brickwork m 39
Fair face to brickwork of selected building bricks inhorizontal stretcher bond, pointed with recessed horizontaland vertical joints
B Extra over for fair face m2 33
2,5mm Brickwork reinforcement
C 75mm Wide reinforcement built in horizontally m 1 546
D 150mm Wide reinforcement built in horizontally m 506
Prestressed fabricated concrete lintels including necessarytemporary supports
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
Turning pieces to lintels etc
G 110mm Wide turning pieces m 8
H 230mm Wide turning pieces m 15
Galvanised hoop iron cramps, ties, etc
I 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork (LI) No 21
FACE BRICKWORK
Face bricks (PC amount R5500.00 per 1000) pointed withrecessed horizontal and vertical joints
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 3ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Brick-on-edge header course copings, sills, etc of facebricks, pointed with flush joints on all exposed faces
A 220mm Wide sills set sloping and slightly projecting m 39
FIBRE-CEMENT WINDOW SILLS
The following in workgroup 117
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
PRECAST CONCRETE COPINGS ETC
Precast concrete finished smooth on exposed surfacesincluding bedding, jointing and pointing
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 3ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 3
Masonry
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -14-
-15-
-16-
-17-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 4
WATERPROOFING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 120
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 123
One layer 375 micron embossed polyethylene dampproofcourse (SANS 952-1985 type B)
B In walls m2 36
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 18
D On floors m2 102
Carried to Collection RSection No.3.3 - Training buildingBill No. 4ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
WATERPROOFING TO ROOFS ETC
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 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
SEALING STRIPS, JOINT SEALANTS, ETC
Pre-compressed bitumen impregnated foam plastic jointsealing strips
G 10 x 15mm In expansion joints m 24
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 4
Waterproofing
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -19-
-20-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 6
CARPENTRY AND JOINERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 126
FLOORS AND SKIRTINGS
SKIRTINGS
Supawood
A 75 x 20mm Skirtings including 19mm quadrant bead, plugged m 38
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 5
Carpentry and Joinery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -22-
-23-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 7
CEILINGS, PARTITIONS AND ACCESS FLOORING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Steel components
All steel components for ceilings, partitions, etc are to begalvanised in accordance with SANS 121
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
The following in workgroup 129
Flush plastered gypsum plasterboard suspendedceilings
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
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Flush plastered gypsum plasterboard suspendedbulkheads
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 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
"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
C Ceilings suspended not exceeding 1m below concrete soffits m2 61
"Gyproc" cornices, perimeter trims, etc to suspendedceilings
D Type SM25 pre-painted recessed wall angles, plugged m 43
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 6
Ceilings, Partitions and Access Flooring
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -25-
-26-
-27-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 8
FLOOR COVERINGS, WALL LININGS, ETC
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Fixing
Floor coverings, wall linings, etc shall, where applicable, be fixedwith adhesive as recommended by the manufacturers of theflooring, linings, etc
The following in workgroup 130
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 9
IRONMONGERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 132
HINGES, BOLTS, ETC
Manufactured by "Dorma" or similar approved
A Stainless steel two ball bearing butt hinges (DBB-SS-009) Sets 1
CATCHES, CABIN HOOKS, ETC
Manufactured by "Dorma" or similar approved
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
Manufactured by "Dorma" or similar approved
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
Manufactured by "Dorma" or equal approved
J 590x19mm stainless steel pull handles ( DPH217) Sets 6
K Stainless steel lever handle on rose with escutcheons (Code:CR002) Sets 1
PUSH PLATES AND KICK PLATES
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Stainless steel plates countersunk screwed along edges atnot exceeding 200mm centres
A 300 x 150mm Stainless steel plate (Code: DPP-SS 161) No 12
B 813 x 200mm Kick plate No 12
DOOR CLOSERS
Manufactured by "Dorma" or similar approved
C Variable spring strength regular arm door closer (Code: TS73V EN2-4) No 3
SUNDRIES
Manufactured by "Dorma" or equal approved
D Nickel plated door stop, plugged(Code: DDS-NP-018) No 6
E 2300 sealing compound Sets 2
LETTERS, NAMEPLATES, ETC
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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- 3 3 -240
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 8
Ironmongery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -30-
-31-
-32-
-33-
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- 3 4 -241
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 10
STRUCTURAL STEELWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 134
STEEL COLUMNS AND BEAMS
Welded columns in single lengths with flat base, cap, bearerand connection plates, bolted to concrete
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
BOLTS, FASTENERS, ETC
C High tensile bolts (class 8.8) t 0.50
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 9
Structural Steelwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -35-
-36-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 11
METALWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washers andmortices in brickwork or concrete
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 136
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
ALUMINIUM WINDOWS, DOORS, ETC
NOTE: All tenderers are reffered to architects details and drawingsbased on these bills of quantities for tender purposes
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
NOTE: Unless otherwise stated herein, all items in this bill shall bedeemed to fall into Work Group No 149 for contract priceadjustment purposes
----------------------------------------
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
OUTWARD OPENING ALUMINIUM CASEMENTWINDOWS
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 10
Metalwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -38-
-39-
-40-
-41-
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- 4 2 -249
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 12
PLASTERING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 142
SCREEDS
Screeds steel trowelled, on concrete
A 30mm Thick on floors and landings m2 6
GRANOLITHIC
Polished granolithic, on concrete
B 30mm Thick on floors and landings m2 112
INTERNAL PLASTER
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Cement plaster wood floated for tiles, on brickwork
A On walls m2 168
B On narrow widths m2 33
Cement plaster steel trowelled, on brickwork
C On walls m2 191
D On narrow widths m2 24
Cement plaster steel trowelled, on concrete
E On ceilings m2 163
EXTERNAL PLASTER
Cement plaster steel trowelled, on brickwork
F On walls m2 38
G On narrow widths m2 2
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 11
Plastering
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -43-
-44-
-45-
-46-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 13
TILING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 144
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 45
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 12
Tiling
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -48-
-49-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 14
PLUMBING AND DRAINAGE
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
The following in workgroup 146
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
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"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
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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)
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
PLUMBING
RAINWATER DISPOSAL
0,6mm Galvanised sheet steel gutters and rainwater pipes
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
The following in workgroup 148
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
The following in workgroup 148
SANITARY FITTINGS
Vaal or other equal approved white glazed vitreouschina
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
WASTE UNIONS ETC
Cobra or equal approved
A 38mm Bath or sink waste union No 1
B 32mm 340 CP bottle trap No 3
TRAPS ETC
Marley or equal approved
C 40mm Reseal combination for double bowl with reseal "P' trap No 1
TAPS, VALVES, ETC
Cobra or equal approved chromium plated
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
Extra over uPVC pipes for fittings
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Class 0 copper pipes
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
Extra over class 0 copper pipes for capillary fittings
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Extra over class 0 copper pipes for brass compressionfittings
A 15mm Fittings No 5
B 22mm Fittings No 5
C 35mm Adaptor No 7
ELECTRIC WATER HEATERS
Sundries
D Testing water pipe system Item
"Kwikot" or similar approved
E 200 Litre horizontal wall mounted electric geyser No 1
HOLES ETC
Core drilling of hole for pipe not exceeding 50mmdiameter
F 250mm Reinforced concrete slab, beam, wall, etc No 2
Core drilling of hole for pipe exceeding 50mm and notexceeding 100mm diameter
G 250mm Reinforced concrete slab, beam, wall, etc No 2
Core drilling of hole for pipe exceeding 150mm and notexceeding 200mm diameter
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 13ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 13
Plumbing and Drainage
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -51-
-52-
-53-
-54-
-55-
-56-
-57-
-58-
-59-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 15
GLAZING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 150
TOPS, SHELVES, DOORS, MIRRORS, ETC
6mm Silvered float glass copper backed mirrors withpolished edges, fixed with double sided adhesive tape andsilicone
A Mirror 450 x 600mm high No 4
B Mirror 600 x 900mm high No 1
Carried Forward to Summary of Section No. RSection No.3.3 - Training buildingBill No. 14ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 16
PAINTWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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
The following in workgroup 152
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 193
B Ceilings and beams m2 58
ON PLASTERBOARD SURFACES
One coat alkali resistant primer and two coats pure acrylicpaint for interior use
C Ceilings and cornices, including priming metal cover strips andnailheads m2 163
One coat alkali resistant primer and two coats semi-glossPVA paint
ON METAL SURFACES
One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on steel
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
One coat wood primer, one undercoat and two coat velvaglopolyurethane enamel paint
F Doors m2 14
Carried to Collection RSection No.3.3 - Training buildingBill No. 15ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 15
Paintwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -62-
-63-
Carried Forward to Summary of Section No. RSection No.3.3 - Training buildingBill No. 15ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 17
PROVISIONAL SUMS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
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
Carried to Collection RSection No.3.3 - Training buildingBill No. 16ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
JOINERY
A Provide the amount of R 70,000.00 (Seventy Thousand Rand) forjoinery work Item 70 000 00
B Profit %
C Allow for general attendance %
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 %
F Allow for general attendance %
Carried to Collection RSection No.3.3 - Training buildingBill No. 16ContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 16
Provisional Sums
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -65-
-66-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
SECTION SUMMARY - Section No.3.3 - Training building
Bill Page AmountNo No
1 -6-Earthworks
2 -13-Concrete, Formwork and Reinforcement
3 -18-Masonry
4 -21-Waterproofing
5 -24-Carpentry and Joinery
6 -28-Ceilings, Partitions and Access Flooring
7 -29-Floor Coverings
8 -34-Ironmongery
9 -37-Structural Steelwork
10 -42-Metalwork
11 -47-Plastering
12 -50-Tiling
13 -60-Plumbing and Drainage
14 -61-Glazing
15 -64-Paintwork
16 -67-Provisional Sums
Carried to Final Summary RSection No.3.3 - Training buildingContractPart C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
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 as described in the Soil Investigationreport
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Testing
Prices for filling are to include for all necessary density tests inaccordance with SABS 1200D
The following in workgroup 104
EXCAVATIONS, ETC
Excavation in earth not exceeding 2m deep
A Trenches m3 172
B Holes m3 678
C Thickening under surface beds etc m3 1
Extra over trench and hole excavations in earth forexcavation in
D Soft rock m3 170
E Hard rock m3 85
Extra over all excavations for carting away
F Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 516
Risk of collapse of excavations
G Sides of trench and hole excavations not exceeding 1,5m deep m2 847
Keeping excavations free of water
H Keeping excavations free of all water other than subterraneanwater Item
FILLING ETC
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Earth filling obtained from the excavations and/or prescribedstock piles on site, compacted to 93% Mod AASHTOdensity
A Backfilling to trenches, holes, etc m3 258
Filling of natural gravel material, G6 supplied by thecontractor, compacted to 95% Mod AASHTO density
B Under floors, steps, pavings, etc m3 39
Compaction of surfaces
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
Soil insecticide in accordance with SANS 5859
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
Prescribed tests to determine degree of compaction or otherproperties of ground or filling
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 1Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Earthworks
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -1-
-2-
-3-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 2
CONCRETE, FORMWORK AND REINFORCEMENT
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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.
CONCRETE
UNREINFORCED CONCRETE
The following in workgroup 110
15MPa/13mm concrete
A Filling between brick skins m3 23
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
15MPa/19mm concrete
A Surface blinding m3 22
REINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES
35MPa/19mm concrete
B Surface beds cast in panels on waterproofing m3 310
C Bases m3 158
D Strip footings m3 49
REINFORCED CONCRETE CAST ON/IN FORMWORK
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
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
CONCRETE SUNDRIES
Finishing top surfaces of concrete smooth with a wood float
A Surface beds, slabs, etc m2 67
Finishing top surfaces of concrete smooth with a powerfloat
B Surface beds, slabs, etc m2 1 464
MOVEMENT JOINTS ETC
Expansion joints with 15mm softboard bitumen impregnatedsoftboard between vertical concrete and brick surfaces
C Not exceeding 300mm high to edges of surface beds m 80
Horizontal joggle construction joints through concreteincluding thick cement slurry to one face
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
The following in workgroup 111
SMOOTH FORMWORK (DEGREE OF ACCURACY II)
Smooth formwork to sides
F Walls m2 465
Smooth formwork to soffits
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
REINFORCEMENT (PROVISIONAL)
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 2Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 114
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 62
Fabric reinforcement
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 2Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 2
Concrete, Formwork and Reinforcement
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -5-
-6-
-7-
-8-
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 3
MASONRY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick
Hollow walls
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
BRICKWORK
The following in workgroup 116
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 3Part C2: Pricing Data
- 1 0 -285
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
FOUNDATIONS (PROVISIONAL)
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
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
2,5mm Brickwork reinforcement
C 150mm Wide reinforcement built in horizontally m 248
D 230mm Wide reinforcement built in horizontally m 540
BRICKWORK
SUPERSTRUCTURE
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 3Part C2: Pricing Data
- 1 1 -286
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
BRICKWORK SUNDRIES
2,5mm Brickwork reinforcement
A 75mm Wide reinforcement built in horizontally m 110
B 150mm Wide reinforcement built in horizontally m 1 084
C 230mm Wide reinforcement built in horizontally m 960
Prestressed fabricated concrete lintels including necessarytemporary supports
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
Turning pieces to lintels etc
F 230mm Wide turning pieces m 22
Galvanised hoop iron cramps, ties, etc
G 30 x 1,6mm Cramp 500mm long with one end fixed to timber andother end built into brickwork No 76
FACE BRICKWORK
Face bricks (PC amount R5500.00 per 1000) pointed withrecessed horizontal and vertical joints
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
Brick-on-edge header course copings, sills, etc of facebricks, pointed with flush joints on all exposed faces
K 220mm Wide sills set sloping and slightly projecting m 27
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 3Part C2: Pricing Data
- 1 2 -287
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 3
Masonry
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -10-
-11-
-12-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 3Part C2: Pricing Data
- 1 3 -288
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 4
WATERPROOFING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 120
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 1 599
One layer 375 micron embossed polyethylene dampproofcourse (SANS 952-1985 type B)
B In walls m2 325
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 28
D On floors m2 3
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 4Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 5
ROOF COVERINGS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
The following in workgroup 124
PROFILED METAL SHEETING AND ACCESSORIES
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
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 5Part C2: Pricing Data
- 1 5 -290
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 6
CARPENTRY AND JOINERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 6Part C2: Pricing Data
- 1 6 -291
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 126
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 6Part C2: Pricing Data
- 1 7 -292
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 6
Carpentry and Joinery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -16-
-17-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 6Part C2: Pricing Data
- 1 8 -293
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 7
CEILINGS, PARTITIONS AND ACCESS FLOORING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 7Part C2: Pricing Data
- 1 9 -294
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Steel components
All steel components for ceilings, partitions, etc are to begalvanised in accordance with SANS 121
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
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 400mm 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
"OWAcoustic Constellation Premium" or other equallyapproved mineral fibre ceiling panels with minimum NoiseReducing Coefficient of 0.65, size 1195 x 595 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
B Ceilings suspended exceeding 1m and not exceeding 2m belowconcrete soffits m2 24
"Gyproc" cornices, perimeter trims, etc to suspendedceilings
C Type SM25 pre-painted recessed wall angles, plugged m 25
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 7Part C2: Pricing Data
- 2 0 -295
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 7
Ceilings, Partitions and Access Flooring
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -19-
-20-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 7Part C2: Pricing Data
- 2 1 -296
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 8
IRONMONGERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 132
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 8Part C2: Pricing Data
- 2 2 -297
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
HINGES, BOLTS, ETC
Manufactured by "Dorma" or equal approved
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
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 8Part C2: Pricing Data
- 2 3 -298
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
HANDLES
Manufactured by "Dorma" or equal approved
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
PUSH PLATES AND KICK PLATES
Manufactured by "Dorma" or equal approved
Stainless steel plates countersunk screwed along edges atnot exceeding 200mm centres
C 856 x 300mm Stainless steel kick plate (Code: DKP-SS-161) No 1
DOOR CLOSERS
Manufactured by "Dorma" or equal approved
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
Manufactured by "Dorma" or equal approved
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
LETTERS, NAMEPLATES, ETC
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 8Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 8Part C2: Pricing Data
- 2 5 -300
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 8
Ironmongery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -22-
-23-
-24-
-25-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 8Part C2: Pricing Data
- 2 6 -301
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 9
STRUCTURAL STEELWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 134
STEEL COLUMNS AND BEAMS
Welded plate beams, with flat bearer and connection plates,bolted to steel
A 254 x 146 x 31Kg/m I-section rafter beams t 3.26
Welded columns in single lengths with flat base, cap, bearerand connection plates, bolted to concrete
B 254 x 146 x 31Kg/m I-section columns t 0.71
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 9Part C2: Pricing Data
- 2 7 -302
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
STEEL PURLINS, GIRTS, BRACING, ETC
Purlins and girts, bolted to steel
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
Welded bracing, anti-sag rails, etc with flat connectionplates, bolted to steel
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 9Part C2: Pricing Data
- 2 8 -303
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 9
Structural Steelwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -27-
-28-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 9Part C2: Pricing Data
- 2 9 -304
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 10
METALWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washers andmortices in brickwork or concrete
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 10Part C2: Pricing Data
- 3 0 -305
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 136
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 10Part C2: Pricing Data
- 3 1 -306
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
PRESSED STEEL DOOR FRAMES
1,6mm Double rebated frames suitable for half brickwalls
A Frame for door size 806 x 2053mm high No 1
1,6mm Double rebated frames suitable for one brickwalls
B Frame for door size 706 x 2053mm high No 1
C Frame for door size 856 x 2053mm high No 3
ALUMINIUM WINDOWS, DOORS, ETC
NOTE: All tenderers are reffered to architects details and drawingsbased on these bills of quantities for tender purposes
NOTE: Unless otherwise stated herein, all items in this bill shall bedeemed to fall into Work Group No 149 for contract priceadjustment purposes
----------------------------------------
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
OUTWARD OPENING ALUMINIUM CASEMENTWINDOWS
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 10Part C2: Pricing Data
- 3 2 -307
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
PRESSED STEEL TRANSFORMER ROOM DOORS ANDFRAMES
'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 AND UNFRAMED SHOWERCUBICLE PANELS AND DOORS ETC
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 10Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 10
Metalwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -30-
-31-
-32-
-33-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 10Part C2: Pricing Data
- 3 4 -309
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 11
PLASTERING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
The following in workgroup 142
SCREEDS
Screeds steel trowelled, on concrete
A 30mm Thick on floors and landings m2 69
INTERNAL PLASTER
Cement plaster wood floated for tiles, on brickwork
B On walls m2 765
C On narrow widths m2 12
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 11Part C2: Pricing Data
- 3 5 -310
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 12
TILING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 144
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 182
B On walls in isolated panels, splashbacks, etc not exceeding m2 3
FLOOR TILING
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 12Part C2: Pricing Data
- 3 6 -311
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 72
B Skirting 150mm high (of cut tiles 600mm) m 93
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 12Part C2: Pricing Data
- 3 7 -312
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 12
Tiling
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -36-
-37-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 12Part C2: Pricing Data
- 3 8 -313
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 13
PLUMBING AND DRAINAGE
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
The following in workgroup 146
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
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"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
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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)
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
- 4 3 -318
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
0,6mm Galvanised sheet steel gutters and rainwater pipes
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
The following in workgroup 148
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
Vaal or other equal approved white glazed vitreouschina
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
Cobra or equal approved
L 32mm Basin waste union No 8
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
A 32mm Bottle trap No 11
B 38mm Bath or sink waste union No 1
TRAPS ETC
Cobra or equal approved
C 40mm brass shower trap with chromium plated grating No 4
TAPS, VALVES, ETC
Cobra or equal approved chromium plated
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Extra over uPVC pipes for fittings
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Class 0 copper pipes
A 15mm Pipes m 52
B 22mm Pipes m 2
C 28mm Pipes m 18
D 35mm Pipes m 15
E 15mm Pipes chased in walls m 4
F 22mm Pipes chased in walls m 16
G 28mm Pipes chased in walls m 21
Extra over class 0 copper pipes for capillary fittings
H 15mm Fittings No 70
I 22mm Fittings No 31
J 28mm Fittings No 9
K 35mm Bend No 24
L 35mm Tee No 12
Extra over class 0 copper pipes for brass compressionfittings
M 15mm Fittings No 23
N 22mm Fittings No 7
O 35mm Adaptor No 18
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 13
Plumbing and Drainage
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -39-
-40-
-41-
-42-
-43-
-44-
-45-
-46-
-47-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 13Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 14
GLAZING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Float glass
The term "float glass" is used for monolithic annealed glass
Laminated glass
Laminated glass to have polyvinyl butyral (PVB) interlayer(s)
The following in workgroup 150
TOPS, SHELVES, DOORS, MIRRORS, ETC
6mm Silvered float glass copper backed mirrors withpolished edges, fixed with double sided adhesive tape andsilicone
A Mirror 450 x 600mm high No 7
B Mirror 600 x 900mm high No 1
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 14Part C2: Pricing Data
- 4 9 -324
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 15
PAINTWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 152
PAINTWORK ETC TO NEW WORK
ON INTERNAL FLOATED PLASTER SURFACES
One coat wall and all pure acrylic emulsion paint for interior
A Walls m2 405
One coat alkali resistant primer and two coats wall and allpure acrylic emulsion paint for interior
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 15Part C2: Pricing Data
- 5 0 -325
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on steel
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
One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on steel
E Gates, grilles, burglar screens, balustrades, etc (both sidesmeasured over the full flat area) m2 4
F Eaves gutters m2 83
ON WOOD SURFACES
One coat wood primer, one undercoat and two coat velvaglopolyurethane enamel paint
G Doors m2 21
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 15Part C2: Pricing Data
- 5 1 -326
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 15
Paintwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -50-
-51-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 15Part C2: Pricing Data
- 5 2 -327
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 16
PROVISIONAL SUMS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
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
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 16Part C2: Pricing Data
- 5 3 -328
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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 %
C Allow for general attendance %
Carried to Collection RSection No.3.4: Refuelling Building and WashbayBill No. 16Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 16
Provisional Sums
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -53-
-54-
Carried Forward to Summary of Section No. RSection No.3.4: Refuelling Building and WashbayBill No. 16Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
SECTION SUMMARY - Section No.3.4: Refuelling Building and Washbay
Bill Page AmountNo No
1 -4-Earthworks
2 -9-Concrete, Formwork and Reinforcement
3 -13-Masonry
4 -14-Waterproofing
5 -15-Roof Coverings
6 -18-Carpentry and Joinery
7 -21-Ceilings, Partitions and Access Flooring
8 -26-Ironmongery
9 -29-Structural Steelwork
10 -34-Metalwork
11 -35-Plastering
12 -38-Tiling
13 -48-Plumbing and Drainage
14 -49-Glazing
15 -52-Paintwork
16 -55-Provisional Sums
Carried to Final Summary RSection No.3.4: Refuelling Building and WashbayPart C2: Pricing Data
- 5 6 -331
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
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 as described in the Soil Investigationreport.
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 1Part C2: Pricing Data
- 1 -332
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Testing
Prices for filling are to include for all necessary density tests inaccordance with SABS 1200D
The following in workgroup 104
EXCAVATION, FILLING, ETC
Excavation in earth not exceeding 2m deep
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
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 140
G Exceeding 500mm and not exceeding 1500mm deep for placingand removing formwork to walls etc, 200mm away from excavatedface m2 28
Extra over trench and hole excavations in earth forexcavation in
H Soft rock m3 102
I Hard rock m3 51
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 1Part C2: Pricing Data
- 2 -333
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Extra over all excavations for carting away
A Surplus material from excavations and/or stock piles on site, to adumping site to be located by the contractor m3 139
Risk of collapse of excavations
B Sides of trench and hole excavations not exceeding 1,5m deep m2 829
Keeping excavations free of water
C 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
D Backfilling to trenches, holes, etc m3 411
Filling of natural gravel material G5 supplied by thecontractor, compacted to 95% Mod AASHTO density
E Under floors, steps, pavings, etc m3 18
Filling of natural gravel material, G6 supplied by thecontractor, compacted to 95% Mod AASHTO density
F Under floors, steps, pavings, etc m3 18
Compaction of surfaces
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
Soil insecticide in accordance with SANS 5859
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 1Part C2: Pricing Data
- 3 -334
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
TESTS
Prescribed tests to determine degree of compaction or otherproperties of ground or filling
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 1Part C2: Pricing Data
- 4 -335
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 1
Earthworks
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -1-
-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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 2
CONCRETE, FORMWORK AND REINFORCEMENT
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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.
UNREINFORCED CONCRETE
The following in workgroup 110
15MPa/19mm concrete
A Surface blinding m3 14
REINFORCED CONCRETE CAST AGAINST EXCAVATEDSURFACES
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 2Part C2: Pricing Data
- 6 -337
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
E Ground beams m3 20
F Bases m3 80
REINFORCED CONCRETE CAST ON/IN FORMWORK
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
Finishing top surfaces of concrete smooth with a powerfloat
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 2Part C2: Pricing Data
- 7 -338
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Expansion joints with 15mm softboard bitumen impregnatedsoftboard between vertical concrete and brick surfaces
A Not exceeding 300mm high to edges of surface beds m 42
B Exceeding 300mm wide through columns m2 33
Horizontal joggle construction joints through concreteincluding thick cement slurry to one face
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
The following in workgroup 111
SMOOTH FORMWORK (DEGREE OF ACCURACY II)
Smooth formwork to sides
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
Smooth formwork to soffits
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 2Part C2: Pricing Data
- 8 -339
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
REINFORCEMENT (PROVISIONAL)
The following in workgroup 114
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)
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
Fabric reinforcement
K Type ref 617 fabric reinforcement in concrete surface beds, slabs,etc m2 57
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 2Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 2
Concrete, Formwork and Reinforcement
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -6-
-7-
-8-
-9-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 2Part C2: Pricing Data
- 1 0 -341
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 3
MASONRY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brick
Hollow walls
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
BRICKWORK
The following in workgroup 116
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 3Part C2: Pricing Data
- 1 1 -342
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
FOUNDATIONS (PROVISIONAL)
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
A Piers m3 2
B Two brick walls m2 125
2,5mm Brickwork reinforcement
C 150mm Wide reinforcement built in horizontally m 728
FACE BRICKWORK
Face bricks (PC amount R5500.00 per 1000) pointed withrecessed horizontal and vertical joints
D Extra over brickwork for face brickwork m2 189
SUPERSTRUCTURE
Brickwork of NFX bricks (14 MPa nominal compressivestrength) in class II mortar
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
2,5mm Brickwork reinforcement
M 75mm Wide reinforcement built in horizontally m 1 206
N 150mm Wide reinforcement built in horizontally m 1 515
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 3Part C2: Pricing Data
- 1 2 -343
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Prestressed fabricated concrete lintels including necessarytemporary supports
A 110 x 75mm Lintels in lengths not exceeding 3m m 43
Turning pieces to lintels etc
B 110mm Wide turning pieces m 1
C 230mm Wide turning pieces m 36
Galvanised hoop iron cramps, ties, etc
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
Face bricks (PC amount R5500.00 per 1000) pointed withrecessed horizontal and vertical joints
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
Brick-on-edge header course copings, sills, etc of facebricks, pointed with flush joints on all exposed faces
L 220mm Wide sills set sloping and slightly projecting m 28
FIBRE-CEMENT WINDOW SILLS
The following in workgroup 117
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 3Part C2: Pricing Data
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CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Natural grey sills in single lengths bedded in class II mortarincluding metal fixing lugs etc
A 110 x 12mm Thick sills set flat and slightly projecting m 30
PRECAST CONCRETE COPINGS ETC
Precast concrete finished smooth on exposed surfacesincluding bedding, jointing and pointing
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 3Part C2: Pricing Data
- 1 4 -345
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 3
Masonry
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -11-
-12-
-13-
-14-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 3Part C2: Pricing Data
- 1 5 -346
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 4
WATERPROOFING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 120
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 75
One layer 375 micron embossed polyethylene dampproofcourse (SANS 952-1985 type B)
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 4Part C2: Pricing Data
- 1 6 -347
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 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
SEALING STRIPS, JOINT SEALANTS, ETC
Pre-compressed bitumen impregnated foam plastic jointsealing strips
D 10 x 15mm In expansion joints m 72
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 4Part C2: Pricing Data
- 1 7 -348
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 4
Waterproofing
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -16-
-17-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 4Part C2: Pricing Data
- 1 8 -349
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 5
ROOF COVERINGS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
The following in workgroup 124
PROFILED METAL SHEETING AND ACCESSORIES
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
SHEET METAL FLASHINGS, LININGS, COPINGS, ETC
0,6mm Galvanised sheet steel
G Flashings m2 15
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 5Part C2: Pricing Data
- 1 9 -350
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
ROOF AND WALL INSULATION
Lambdaboard insulation
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 5Part C2: Pricing Data
- 2 0 -351
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 5
Roof Coverings
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -19-
-20-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 5Part C2: Pricing Data
- 2 1 -352
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 6
CARPENTRY AND JOINERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 6Part C2: Pricing Data
- 2 2 -353
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
The following in workgroup 126
PLATE NAILED TIMBER ROOF TRUSS CONSTRUCTIONETC
SUPPLEMENTARY PREAMBLES
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 6Part C2: Pricing Data
- 2 3 -354
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 6Part C2: Pricing Data
- 2 4 -355
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 6
Carpentry and Joinery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -22-
-23-
-24-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 6Part C2: Pricing Data
- 2 5 -356
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 7
CEILINGS, PARTITIONS AND ACCESS FLOORING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 7Part C2: Pricing Data
- 2 6 -357
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Steel components
All steel components for ceilings, partitions, etc are to begalvanised in accordance with SANS 121
SUSPENDED CEILINGS
The following in workgroup 129
SUPPLEMENTARY PREAMBLES
Openings
Prices for openings for light fittings, ventilation grilles, airconditioning diffusers, etc are to include for any necessaryadditional support, trimming around, etc
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 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
"OWAcoustic Constellation Premium" or other equallyapproved mineral fibre ceiling panels with minimum NoiseReducing Coefficient of 0.65, size 1195 x 595 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
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 7Part C2: Pricing Data
- 2 7 -358
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"Gyproc" cornices, perimeter trims, etc to suspendedceilings
A Type SM25 pre-painted recessed wall angles, plugged m 41
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 7Part C2: Pricing Data
- 2 8 -359
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 7
Ceilings, Partitions and Access Flooring
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -26-
-27-
-28-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 7Part C2: Pricing Data
- 2 9 -360
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 8
FLOOR COVERINGS, WALL LININGS, ETC
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Fixing
Floor coverings, wall linings, etc shall, where applicable, be fixedwith adhesive as recommended by the manufacturers of theflooring, linings, etc
The following in workgroup 130
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
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 8Part C2: Pricing Data
- 3 0 -361
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 9
IRONMONGERY
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 132
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 9Part C2: Pricing Data
- 3 1 -362
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
LOCKS
Manufactured by "Dorma" or equal approved
A Stainless bathroom/WC sash lock (Code: D035S) No 2
HANDLES
Manufactured by "Dorma" or equal approved
B Stainless steel lever handles on rose with bathroom/WCescutcheons (Code: TH126) Pairs 2
PUSH PLATES AND KICK PLATES
Stainless steel plates countersunk screwed along edges atnot exceeding 200mm centres
C 856 x 200mm Kick plate No 2
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 9Part C2: Pricing Data
- 3 2 -363
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
SUNDRIES
Manufactured by "Dorma" or equal approved
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
LETTERS, NAMEPLATES, ETC
Manufactured by "Dorma" or equal approved
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 9Part C2: Pricing Data
- 3 3 -364
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 9
Ironmongery
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -31-
-32-
-33-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 9Part C2: Pricing Data
- 3 4 -365
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 10
STRUCTURAL STEELWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 134
STEEL COLUMNS AND BEAMS
Welded plate beams, with flat bearer and connection plates,bolted to steel
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
Welded columns in single lengths with flat base, cap, bearerand connection plates, bolted to concrete
C 152 x 152 x 37Kg/m H-section columns t 0.81
STEEL PORTAL FRAMES
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 10Part C2: Pricing Data
- 3 5 -366
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
STEEL PURLINS, GIRTS, BRACING, ETC
Purlins and girts, bolted to steel
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
Welded bracing, anti-sag rails, etc with flat connectionplates, bolted to steel
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 10Part C2: Pricing Data
- 3 6 -367
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
BOLTS, FASTENERS, ETC
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 10Part C2: Pricing Data
- 3 7 -368
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 10
Structural Steelwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -35-
-36-
-37-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 10Part C2: Pricing Data
- 3 8 -369
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 11
METALWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Descriptions
Descriptions of bolts shall be deemed to include nuts and washers
Descriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washers andmortices in brickwork or concrete
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 11Part C2: Pricing Data
- 3 9 -370
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 136
PRESSED STEEL DOOR FRAMES
1,6mm Double rebated frames suitable for half brickwalls
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
ALUMINIUM WINDOWS, DOORS, ETC
NOTE: All tenderers are reffered to architects details and drawingsbased on these bills of quantities for tender purposes
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 11Part C2: Pricing Data
- 4 0 -371
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
NOTE: Unless otherwise stated herein, all items in this bill shall bedeemed to fall into Work Group No 149 for contract priceadjustment purposes
----------------------------------------
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
OUTWARD OPENING ALUMINIUM CASEMENTWINDOWS
Natural anodised casement windows as per Architect'swindow schedule, complete with subframes,ironmongery, glass, sealing, etc and fixing to brickworkor concrete
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 11Part C2: Pricing Data
- 4 1 -372
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Natural anodised casement windows as per Architect'swindow schedule, complete with subframes,ironmongery, glass, sealing, etc and fixing to brickworkor concrete
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
Natural anodised casement windows as per Architect'swindow schedule, complete with subframes,ironmongery, glass, sealing, etc and fixing to brickworkor concrete
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 11Part C2: Pricing Data
- 4 2 -373
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 11
Metalwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -39-
-40-
-41-
-42-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 11Part C2: Pricing Data
- 4 3 -374
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 12
PLASTERING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
The following in workgroup 142
SCREEDS
Screeds steel trowelled, on concrete
A 30mm Thick on floors and landings m2 15
B 40mm Thick on floors and landings m2 46
C Average 60mm thick on floors with upper surface to falls m2 13
INTERNAL PLASTER
Cement plaster steel trowelled, on brickwork
D On walls m2 166
E On narrow widths m2 17
Cement plaster steel trowelled, on concrete
F On walls m2 20
G On narrow widths m2 2
H On ceilings m2 18
EXTERNAL PLASTER
Cement plaster steel trowelled, on concrete
I On walls m2 20
J On narrow widths m2 2
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 12Part C2: Pricing Data
- 4 4 -375
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 13
TILING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 144
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 in isolated panels, splashbacks, etc not exceeding m2 2
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 13Part C2: Pricing Data
- 4 5 -376
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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 8
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 13Part C2: Pricing Data
- 4 6 -377
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 13
Tiling
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -45-
-46-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 13Part C2: Pricing Data
- 4 7 -378
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 14
PLUMBING AND DRAINAGE
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
The following in workgroup 146
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
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 4 8 -379
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 4 9 -380
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
"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
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 0 -381
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 1 -382
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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)
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 2 -383
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
The following in workgroup 148
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
Vaal or other equal approved white glazed vitreouschina
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
Cobra or equal approved
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 3 -384
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Cobra or equal approved chromium plated
A 40mm Sink P-trap No 2
TAPS, VALVES, ETC
Cobra or equal approved chromium plated
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
Extra over uPVC pipes for fittings
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 4 -385
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
Class 0 copper pipes
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
Extra over class 0 copper pipes for capillary fittings
L 15mm Fittings No 10
M 22mm Fittings No 8
N 28mm Fittings No 2
O 35mm Bend No 8
P 35mm Tee No 4
Extra over class 0 copper pipes for brass compressionfittings
Q 15mm Fittings No 2
R 22mm Fittings No 2
S 35mm Adaptor No 6
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 5 -386
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Sundries
A Testing water pipe system Item
HOLES ETC
Core drilling of hole for pipe not exceeding 50mmdiameter
B 250mm Reinforced concrete slab, beam, wall, etc No 2
Core drilling of hole for pipe exceeding 50mm and notexceeding 100mm diameter
C 250mm Reinforced concrete slab, beam, wall, etc No 2
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 6 -387
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 14
Plumbing and Drainage
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -48-
-49-
-50-
-51-
-52-
-53-
-54-
-55-
-56-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 14Part C2: Pricing Data
- 5 7 -388
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 15
GLAZING
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY PREAMBLES
Float glass
The term "float glass" is used for monolithic annealed glass
Laminated glass
Laminated glass to have polyvinyl butyral (PVB) interlayer(s)
The following in workgroup 150
TOPS, SHELVES, DOORS, MIRRORS, ETC
6mm Silvered float glass copper backed mirrors withpolished edges, fixed with double sided adhesive tape andsilicone
A Mirror 450 x 600mm high No 1
B Mirror 600 x 900mm high No 2
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 15Part C2: Pricing Data
- 5 8 -389
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 16
PAINTWORK
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
SUPPLEMENTARY 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
The following in workgroup 152
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 220
B Ceilings and beams m2 25
ON EXTERNAL FLOATED PLASTER SURFACES
One coat alkali resistant primer and two coats wall and allpure acrylic emulsion paint for interior
C Walls m2 50
ON PLASTERBOARD SURFACES
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 16Part C2: Pricing Data
- 5 9 -390
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
One coat alkali resistant primer and two coats pure acrylicpaint for interior use
A Ceilings and cornices, including priming metal cover strips andnailheads m2 4
ON METAL SURFACES
One coat alkyd based zinc phosphate primer and two coatssuper universal enamel paint, on steel
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
One coat wood primer, one undercoat and two coat velvaglopolyurethane enamel paint
G Doors m2 7
Three coats clear eggshell polyurethane varnish
H Skirtings, rails, etc not exceeding 300mm girth m 57
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 16Part C2: Pricing Data
- 6 0 -391
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 16
Paintwork
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -59-
-60-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 16Part C2: Pricing Data
- 6 1 -392
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Item Unit Quantity Rate AmountNo
BILL NO. 17
PROVISIONAL SUMS
PREAMBLES
The Tenderer is referred to the relevant Clauses in the separatedocument Model Preambles for Trades and to the SupplementaryPreambles
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
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 17Part C2: Pricing Data
- 6 2 -393
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
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
JOINERY
A Provide the amount of R 30,000.00 (Thirty Thousand Rand) forjoinery work Item 30 000 00
B Profit %
C Allow for general attendance %
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 %
F Allow for general attendance %
Carried to Collection RSection No.3.5: Security and Staff EntranceBill No. 17Part C2: Pricing Data
- 6 3 -394
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
Bill No. 17
Provisional Sums
COLLECTION
Page AmountNo
Total Brought Forward from Page No. -62-
-63-
Carried Forward to Summary of Section No. RSection No.3.5: Security and Staff EntranceBill No. 17Part C2: Pricing Data
- 6 4 -395
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTNCITY OF EKURHULENI
SECTION SUMMARY - Section No.3.5: Security and Staff Entrance
Bill Page AmountNo No
1 -5-Earthworks
2 -10-Concrete, Formwork and Reinforcement
3 -15-Masonry
4 -18-Waterproofing
5 -21-Roof Coverings
6 -25-Carpentry and Joinery
7 -29-Ceilings, Partitions and Access Flooring
8 -30-Floor Coverings
9 -34-Ironmongery
10 -38-Structural Steelwork
11 -43-Metalwork
12 -44-Plastering
13 -47-Tiling
14 -57-Plumbing and Drainage
15 -58-Glazing
16 -61-Paintwork
17 -64-Provisional Sums
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 NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 101: BULK EARTHWORKS & SUBBASE
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(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
TOTAL CARRIED TO SUMMARY
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 2416
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 102: STORMWATER DRAINAGE
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(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)
5.3 a) Selected granular material m³ 20
5.4 b) Selected fill material m³ 20
CARRIED FORWARD
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 3417
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 102: STORMWATER DRAINAGE
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(Rand) BROUGHT FORWARD
8.2.2.3 From commercial sources (Provisional)
5.5 a) Selected granular material m³ 190
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.
7.3 a) Straight cut No. 5
7.4 b) Skew cut No. 2
600 mm diam.
7.5 a) Straight cut No. 3
7.6 b) Skew cut No. 2
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 4418
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 102: STORMWATER DRAINAGE
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(Rand) BROUGHT 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
TOTAL CARRIED TO SUMMARY
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 5419
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 103: KERBING AND CHANNELLING
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(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
1.2 2) Over 4 up to and including 20 m 10
1.3 3) Over 20 and straight m 1 550
b) Kassel kerb (Refer to Drawing PSPT38/2013/000/04/100/210) with radius:
2.1 1) Over 1 up to and including 4 m 2
2.2 2) Over 4 up to and including 20 m 25
2.3 3) Over 20 and straight m 70
3.1 8.2.4 Depressed kerbs m 55
TOTAL CARRIED TO SUMMARY
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 6420
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 104: SEGMENTED PAVING
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(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
TOTAL CARRIED TO SUMMARY
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 7421
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 105: ANCILLARY ROADWORKS
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 8422
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 105: ANCILLARY ROADWORKS
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(Rand) BROUGHT FORWARD
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
TOTAL CARRIED TO SUMMARY
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 9423
SECTION NO.6: ROADS & STORMWATER CITY OF EKURHULENI
SECTION 106: EXTERNAL SURFACE BEDS
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(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
TOTAL CARRIED TO SUMMARY
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 10424
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
Part C2: Pricing Data 11425
SECTION NO.7: WATER & SANITATION
SECTION 106: SEWERS
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(Rand)
SANS1200 LD
SEWERS
Note: All overhaul costs to be included in the scheduled items. No separate payment will be made for overhaul.
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
1.2 Depth exceeding 2 m but not exceeding 3 m m 426
1.3 Depth exceeding 3 m but not exceeding 4 m m 132
160 mm diam. pipes:
2.1 Depth exceeding 1 m but not exceeding 2 m m 62
2.2 Depth exceeding 2 m but not exceeding 3 m m 35
b) Extra-over item (a) above for:
3.1 Intermediate excavation m³ 60
3.2 Hard rock excavation m³ 35
4.1 (c) Excavate and dispose of unsuitable material from trench bottom (provisional) m³ 55
8.3.3 Excavation Ancillaries
8.3.3.1 Make up deficiency in backfill material (provisional) :
5.1 c) by importation from commercial or off-site sources selected by the Contractor m³ 75
1200 LB Bedding
8.2.2 Supply only of bedding by importation
8.2.2.3 From commercial sources (Provisional)
6.1 a) Selected granular material m³ 85
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
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY RATE AMOUNT
(Rand) BROUGHT FORWARD
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
9.2 Exceeding 2.0 m up to 2.5 m No. 3
9.3 Exceeding 2.5 m up to 3.0 m No. 5
9.4 Exceeding 3.0 m up to 3.5 m No. 5
TOTAL CARRIED TO SUMMARY
2427
SECTION NO.7: WATER & SANITATION
SECTION 107: EXTERNAL SEWER CONNECTION
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY AMOUNT
(Rand)
SANS1200 LD
SEWERS (External sewer connection)
Note: All overhaul costs to be included in the scheduled items. No separate payment will be made for overhaul.
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
b) Extra-over item (a) above for:
3.1 Intermediate excavation m³ 800
3.2 Hard rock excavation m³ 150
4.1 (c) Excavate and dispose of unsuitable material from trench bottom (provisional) m³ 20
8.3.3 Excavation Ancillaries
8.3.3.1 Make up deficiency in backfill material (provisional) :
4.2 c) by importation from commercial or off-site sources selected by the Contractor m³ 200
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
CARRIED FORWARD
3428
ITEM No. PAYMENT REF DESCRIPTION UNIT QTY AMOUNT
(Rand) BROUGHT FORWARD
1200 LB Bedding
8.2.2 Supply only of bedding by importation
8.2.2.3 From commercial sources (Provisional)
7.1 a) Selected granular material m³ 210
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 :
9.1 Exceeding 2.5 m up to 3.0 m No. 2
9.2 Exceeding 3.0 m up to 3.5 m No. 4
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 %
TOTAL CARRIED TO SUMMARY
4429
CITY OF EKURHULENI CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
SECTION NO.7: WATER & SANITATION
SECTION DESCRIPTION AMOUNT (R)
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
1
431
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
TOTAL CARRIED FORWARD TO NEXT PAGE
2
432
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
3
433
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
4
434
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
5
435
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
6
436
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 2 - ADMINISTRATION BUILDING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
2.1 Supply, deliver, place in position, conduct test, and commission the following:
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
a. 20mm diameter m 4 000
b. 25mm diameter m 1 500
c. 32mm diameter m 200
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
a. 20mm diameter galvanized m 2 000
b. 25mm diameter galvanized m 2 000
c. 32mm diameter galvanized m 200
2.4
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 205
b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way) No 40
c. 50 x 100mm conduit box galvanised No 24
d. 100 x 100mm conduit box galvanised No 73
e. 100mm x 50mm blank cover plate and plated screws No 24
f. 100mm x 100mm blank cover plate and plated screws No 73
2.5 Supply and installation of 1.6mm steel draw wire m 5 000
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
8
438
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
2.6 Lighting
2.6.1
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.
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
TOTAL CARRIED FORWARD TO NEXT PAGE
9
439
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
TOTAL CARRIED FORWARD TO NEXT PAGE
10
440
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
11
441
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
The electrical contractor is responsible for the supply, delivery and installation of the following :
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
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 6 000
b. 4,0mm² PVC insulated wire m 4 000
c. 6,0mm² PVC insulated wire m 100
d. 10,0mm² PVC insulated wire m 100
e. 16,0mm² PVC insulated wire m 100
f. 2,5mm² Bare Copper Earth Wire m 6 000
g. 4mm² Bare Copper Earth Wire m 50
h. 6mm² Bare Copper Earth Wire m 50
i. 10mm² Bare Copper Earth Wire m 50
TOTAL CARRIED FORWARD TO NEXT PAGE
12
442
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
13
443
ITEM DESCRIPTION UNIT QTY
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
2.13 Hand Dryers
Supply and Install Stainless Steel wall mounted Handryer No. 5
2.14 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
14
444
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 3 - MAINTENANCE BUILDING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
3.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 3 000
b. 25mm diameter m 1 000
c. 32mm diameter m 100
d. 50mm diameter m 20
3.3Supply 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 1 500
b. 25mm diameter galvanized m 100
c. 32mm diameter galvanized m 250
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
15
445
ITEM DESCRIPTION UNIT QTY RATE
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
3.4
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 205
b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way)No 250
c. 50 x 100mm conduit box galvanised No 40
d. 100 x 100mm conduit box galvanised No 145
e. 100mm x 50mm blank cover plate and plated screws No 40
f. 100mm x 100mm blank cover plate and plated screws
No 145
3.5 Supply and installation of 1.6mm steel draw wire m 4 000
3.6 Lighting
3.6.1
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.
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
TOTAL CARRIED FORWARD TO NEXT PAGE
16
446
ITEM DESCRIPTION UNIT QTY RATE
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
TOTAL CARRIED FORWARD TO NEXT PAGE
17
447
ITEM DESCRIPTION UNIT QTY RATE
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
3.7Supply and install the following complete with outlet box, cover plates and screws where applicable
a. 16 Amp 1 lever 1 way light switch No 24
b. 16 Amp 1 lever 2 way light switches No 4
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
3.9 Supply and installation of photo cell No 8
3.10Supply and installation of steel support brackets for light fittings in pit area as shown on the drawings.
No 54
3.11 Power
3.11.1 Supply and install the following powerskirting and accessories:
a. 2 compartment 2 lid type m 80
b. 16 A 3 pin normal power SSO No 8
c. 16 A 3 pin dedicated power SSO No 8
d. End Caps No 10
e. 90° Internal Bend No 4
f. 90° External Bend No 4
g. RJ 45 Data outlet No 20
3.11.2Supply, 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 46
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 1
d 16 Amp 3-pin industrial type switched socket outlet. No 8
TOTAL CARRIED FORWARD TO NEXT PAGE
18
448
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
The electrical contractor is responsible for the supply, delivery and installation of the following :
a. Skylift Control Box No 3
TOTAL CARRIED FORWARD TO NEXT PAGE
19
449
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
3.11.4 Floor Access Boxes
The electrical contractor is responsible for the supply, delivery and installation of the following :
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
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 4 000
b. 4,0mm² PVC insulated wire m 6 000
c. 6,0mm² PVC insulated wire m 100
d. 10,0mm² PVC insulated wire m 100
e. 16,0mm² PVC insulated wire m 100
f. 2,5mm² Bare Copper Earth Wire m 5 500
g. 4mm² Bare Copper Earth Wire m 50
h. 6mm² Bare Copper Earth Wire m 100
i. 10mm² Bare Copper Earth Wire m 100
3.13 WIRING CHANNELS AND TRAYS
3,13,1
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 500
b. P8000 Radiused 90 degree bend No 20
c. P8000 Tee No 10
TOTAL CARRIED FORWARD TO NEXT PAGE
20
450
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
d. P8000 Crossover No 10
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
TOTAL CARRIED FORWARD TO NEXT PAGE
21
451
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
3.14 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
22
452
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 4 - TRAINING BUILDING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
4.1 Supply, deliver, place in position, conduct test, and commission the following:
a. DB-T/DB-UPST No 1
4.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 700
b. 25mm diameter m 100
c. 32mm diameter m 100
d. 50mm diameter m 20
4.3Supply 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 400
b. 25mm diameter galvanized m 100
c. 32mm diameter galvanized m 50
4.4
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 40
b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way)No 10
c. 50 x 100mm conduit box galvanised No 6
d. 100 x 100mm conduit box galvanised No 40
e. 100mm x 50mm blank cover plate and plated screws No 6
f. 100mm x 100mm blank cover plate and plated screws
No 40
4.5 Supply and installation of 1.6mm steel draw wire m 2 000
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
23
453
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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.
a.Type A : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted. Similar or Equal and Approved
No 6
b.Type Ae : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved
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
4.7Supply and install the following complete with outlet box, cover plates and screws where applicable
a. 16 Amp 1 lever 1 way light switch No 4
b. 16 Amp 1 lever 2 way light switches No 2
c. 16 Amp 1 lever 1 way weatherproof light switch No
4.8Labelling of all light switches by means of adhesive "Brother" type labels
Lump Sum 1
4.9 Supply and installation of photo cell No 1
4,10 Power
4.10.1 Supply and install the following powerskirting and accessories:
a. 2 compartment 2 lid type m 50
b. 16 A 3 pin normal power SSO No 5
c. 16 A 3 pin dedicated power SSO No 8
d. End Caps No 8
e. 90° Internal Bend No 4
TOTAL CARRIED FORWARD TO NEXT PAGE
24
454
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
f. 90° External Bend No 4
g. RJ 45 Data outlet No 4
4.10.2Supply, 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 7
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 2
d 20 Amp DP Surface mounted isolator No 2
e 20 Amp DP Flush mounted isolator No 1
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
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 600
b. 4,0mm² PVC insulated wire m 600
c. 6,0mm² PVC insulated wire m 50
d. 10,0mm² PVC insulated wire m 20
e. 16,0mm² PVC insulated wire m 20
f. 2,5mm² Bare Copper Earth Wire m 600
g. 4mm² Bare Copper Earth Wire m 50
TOTAL CARRIED FORWARD TO NEXT PAGE
25
455
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
h. 6mm² Bare Copper Earth Wire m 20
i. 10mm² Bare Copper Earth Wire m 20
4.12 WIRING CHANNELS AND TRAYS
4.12.1
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 20
b. P8000 Radiused 90 degree bend No 2
c. P8000 Tee No 2
d. P8000 Crossover No 1
4.13 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
26
456
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 5 - REFUELLING BUILDING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
5.1 Supply, deliver, place in position, conduct test, and commission the following:
a Main LV DB-MDB No 1
b DB-F/DB-UPSF No 1
5.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 700
b. 25mm diameter m 100
c. 32mm diameter m 100
d. 50mm diameter m 20
5.3Supply 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 250
b. 25mm diameter galvanized m 100
c. 32mm diameter galvanized m 50
5.4
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 150
b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way)No 40
c. 50 x 100mm conduit box galvanised No 18
d. 100 x 100mm conduit box galvanised No 54
e. 100mm x 50mm blank cover plate and plated screws No 18
f. 100mm x 100mm blank cover plate and plated screws No 54
5.5 Supply and installation of 1.6mm steel draw wire m 3 500
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
27
457
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
5.6 Lighting
5.6.1
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.
a.Type A : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted. Similar or Equal and Approved
No 1
b.Type Ae : 1200 x 600 BEKA Dari LED in housing - 70W - Surface Mounted - Emergency 1 Hour. Similar or Equal and Approved
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
5.7Supply and install the following complete with outlet box, cover plates and screws where applicable
a. 16 Amp 1 lever 1 way light switch No 14
b. 16 Amp 1 lever 2 way light switches No 2
c. 16 Amp 1 lever 1 way weatherproof light switch No 2
5.8Labelling of all light switches by means of adhesive "Brother" type labels
Lump Sum 1
5.9 Supply and installation of photo cell No 2
5.10Supply and installation of steel support brackets for light fittings in pit area as shown on the drawings.
No 190
TOTAL CARRIED FORWARD TO NEXT PAGE
28
458
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
5.11 Power
5.11.1 Supply and install the following powerskirting and accessories:
a. 2 compartment 2 lid type m 40
b. 16 A 3 pin normal power SSO No 3
c. 16 A 3 pin dedicated power SSO No 3
d. End Caps No 4
e. 90° Internal Bend No 2
f. 90° External Bend No 2
g. RJ 45 Data outlet No 2
5.11.2Supply, 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 14
b 16 Amp 3-pin flush mounted switched socket outlet weatherproof. No 4
c 16 Amp 3-pin flush mounted dedicated switched socket outlet. No 2
d 16 Amp 3-pin industrial type switched socket outlet. No 2
e 16 Amp 3-pin industrial type dedicated switched socket outlet. No 1
f 20 Amp DP Surface mounted isolator No 2
g 20 Amp DP Flush mounted isolator No Rate only
h 20 Amp DP Surface mounted weatherproof isolator No Rate only
5.12 Wiring
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 300
b. 4,0mm² PVC insulated wire m 500
c. 6,0mm² PVC insulated wire m 100
d. 10,0mm² PVC insulated wire m 50
e. 16,0mm² PVC insulated wire m 50
f. 2,5mm² Bare Copper Earth Wire m 600
g. 4mm² Bare Copper Earth Wire m 100
h. 6mm² Bare Copper Earth Wire m 100
i. 10mm² Bare Copper Earth Wire m 50
TOTAL CARRIED FORWARD TO NEXT PAGE
29
459
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
5.13 WIRING CHANNELS AND TRAYS
5.13.1
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 50
b. P8000 Radiused 90 degree bend No 2
c. P8000 Tee No 2
d. P8000 Crossover No 1
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
5.14 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
30
460
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 6 - WASHBAY BUILDING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
6.1 Supply, deliver, place in position, conduct test, and commission the following:
b DB-W/DB-UPSW No 1
6.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 200
b. 25mm diameter m 500
c. 32mm diameter m 50
d. 50mm diameter m 20
6.3Supply 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 200
b. 25mm diameter galvanized m 100
c. 32mm diameter galvanized m 50
6.4
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 48
b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way)No 48
c. 50 x 100mm conduit box galvanised No 10
d. 100 x 100mm conduit box galvanised No 25
e. 100mm x 50mm blank cover plate and plated screws No 10
f. 100mm x 100mm blank cover plate and plated screws
No 25
6.5 Supply and installation of 1.6mm steel draw wire m 1 500
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
31
461
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
6.6 Lighting
6.6.1
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.
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
6.7Supply and install the following complete with outlet box, cover plates and screws where applicable
a. 16 Amp 1 lever 1 way light switch No 6
b. 16 Amp 1 lever 2 way light switches No 2
c. 16 Amp 1 lever 1 way weatherproof light switch No 0
6.8Labelling of all light switches by means of adhesive "Brother" type labels
Lump Sum 1
6.9 Supply and installation of photo cell No 1
TOTAL CARRIED FORWARD TO NEXT PAGE
32
462
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
6.7Supply and installation of steel support brackets for light fittings in pit area as shown on the drawings.
No 1
6.8 Power
6,8,1 Supply and install the following powerskirting and accessories:
a. 2 compartment 2 lid type m 20
b. 16 A 3 pin normal power SSO No 1
c. 16 A 3 pin dedicated power SSO No 1
d. End Caps No 1
e. 90° Internal Bend No 2
f. 90° External Bend No 1
g. RJ 45 Data outlet No 2
6,8,2Supply, 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 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
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 1 000
b. 4,0mm² PVC insulated wire m 250
c. 6,0mm² PVC insulated wire m 100
d. 10,0mm² PVC insulated wire m 50
e. 16,0mm² PVC insulated wire m 50
TOTAL CARRIED FORWARD TO NEXT PAGE
33
463
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
f. 2,5mm² Bare Copper Earth Wire m 600
g. 4mm² Bare Copper Earth Wire m 200
h. 6mm² Bare Copper Earth Wire m 100
i. 10mm² Bare Copper Earth Wire m 50
6,10 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
34
464
SECTION NO.8: ELECTRICAL INSTALLATION
BILL7 - SECURITY GATE HOUSE
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
7.1 Supply, deliver, place in position, conduct test, and commission the following:
a DB-GH/DB-UPSGH No 1
7.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 200
b. 25mm diameter m 500
c. 32mm diameter m 50
d. 50mm diameter m 20
7.3Supply 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 200
b. 25mm diameter galvanized m 100
c. 32mm diameter galvanized m 50
7.4
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 20
b.60mm dia round box galvanized, 20mm entries (1/2/3/4 way)
No 80
c. 50 x 100mm conduit box galvanised No 8
d. 100 x 100mm conduit box galvanised No 50
e. 100mm x 50mm blank cover plate and plated screws No 8
f. 100mm x 100mm blank cover plate and plated screws
No 50
7.5 Supply and installation of 1.6mm steel draw wire m 1 500
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
35
465
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
7.6 Lighting
7.6.1
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.
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
7.7Supply and install the following complete with outlet box, cover plates and screws where applicable
a. 16 Amp 1 lever 1 way light switch No 6
b. 16 Amp 1 lever 2 way light switches No 2
c. 16 Amp 1 lever 1 way weatherproof light switch No Rate only
7.8Labelling of all light switches by means of adhesive "Brother" type labels
Lump Sum 1
7.9 Supply and installation of photo cell No 1
7,10Supply and installation of steel support brackets for light fittings in pit area as shown on the drawings.
No 1
TOTAL CARRIED FORWARD TO NEXT PAGE
36
466
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
7.11 Power
7,11,1 Supply and install the following powerskirting and accessories:
a. 2 compartment 2 lid type m 20
b. 16 A 3 pin normal power SSO No 1
c. 16 A 3 pin dedicated power SSO No 1
d. End Caps No 1
e. 90° Internal Bend No 2
f. 90° External Bend No 1
g. RJ 45 Data outlet No 2
7,11,2Supply, 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 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
7.12 Wiring
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 1 000
b. 4,0mm² PVC insulated wire m 250
c. 6,0mm² PVC insulated wire m 100
d. 10,0mm² PVC insulated wire m 50
e. 16,0mm² PVC insulated wire m 50
f. 2,5mm² Bare Copper Earth Wire m 600
g. 4mm² Bare Copper Earth Wire m 200
h. 6mm² Bare Copper Earth Wire m 100
i. 10mm² Bare Copper Earth Wire m 50
TOTAL CARRIED FORWARD TO NEXT PAGE
37
467
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
7.13 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
38
468
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 8 - STAFF ENTRANCE
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
8.1 Supply, deliver, place in position, conduct test, and commission the following:
a DB-GH/DB-UPSGH No 1
8.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 200
b. 25mm diameter m 300
c. 32mm diameter m 50
d. 50mm diameter m 20
8.3Supply 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 200
b. 25mm diameter galvanized m 100
c. 32mm diameter galvanized m 50
8.4
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 10
b. 60mm dia round box galvanized, 20mm entries (1/2/3/4 way)No 10
c. 50 x 100mm conduit box galvanised No 4
d. 100 x 100mm conduit box galvanised No 30
e. 100mm x 50mm blank cover plate and plated screws No 4
f. 100mm x 100mm blank cover plate and plated screws
No 30
8.5 Supply and installation of 1.6mm steel draw wire m 1 000
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
39
469
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
8.6 Lighting
8.6.1
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.
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
8.7Supply and install the following complete with outlet box, cover plates and screws where applicable
a. 16 Amp 1 lever 1 way light switch No 2
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
8.8Labelling of all light switches by means of adhesive "Brother" type labels
Lump Sum 1
8.9 Supply and installation of photo cell No 1
TOTAL CARRIED FORWARD TO NEXT PAGE
40
470
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
8,10 Power
8.10.1 Supply and install the following powerskirting and accessories:
a. 2 compartment 2 lid type m 30
b. 16 A 3 pin normal power SSO No 2
c. 16 A 3 pin dedicated power SSO No 2
d. End Caps No 2
e. 90° Internal Bend No 2
f. 90° External Bend No 2
g. RJ 45 Data outlet No 2
8.10.2Supply, 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 1
b 16 Amp 3-pin flush mounted switched socket outlet weatherproof. No Rate Only
c 16 Amp 3-pin flush mounted dedicated switched socket outlet. No 2
d 20 Amp DP Surface mounted isolator No 2
e 20 Amp DP Flush mounted isolator No 2
8.11 Wiring
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 200
b. 4,0mm² PVC insulated wire m 200
c. 6,0mm² PVC insulated wire m 50
d. 10,0mm² PVC insulated wire m 50
e. 16,0mm² PVC insulated wire m 50
f. 2,5mm² Bare Copper Earth Wire m 200
g. 4mm² Bare Copper Earth Wire m 50
h. 6mm² Bare Copper Earth Wire m 50
i. 10mm² Bare Copper Earth Wire m 50
TOTAL CARRIED FORWARD TO NEXT PAGE
41
471
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
8.12 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
42
472
SECTION NO.8: ELECTRICAL INSTALLATION
BILL9 : EARTHING AND LIGHTNING PROTECTION
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
9.2Supply and install built-in, chased-in, or on surface, PVC conduit per meter run, including wastage, couplings, bends and adapters
a. 20mm diameter m 1 500
b. 25mm diameter m 300
c. 32mm diameter m 20
9.3Supply 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 1 500
c. 32mm diameter galvanized m 20
9.4
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. 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
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
43
473
ITEM DESCRIPTION UNIT QTY RATE
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
9.5 Project Engineering, Management and Quality Control
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.
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
44
474
SECTION NO.8: ELECTRICAL INSTALLATION
BILL10: EMERGENCY STANDBY GENERATOR
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
10.3 Project Engineering, Management and Quality Control
a. Testing, commissioning and handover of the standby generator. 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
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
45
475
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 11: UNINTERRUPTABLE POWER SUPPLY (UPS)
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
11.4 Project Engineering, Management and Quality Control
a. Testing, commissioning and handover of the UPS system 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
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
TOTAL CARRIED FORWARD TO SUMMARY
46
476
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 12: FIRE DETECTION
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
TOTAL CARRIED FORWARD TO NEXT PAGE
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
47
477
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
TOTAL BROUGHT FORWARD FROM PREVIOUS PAGE
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
12.3 Project Engineering, Management and Quality Control
a. System design, Configuration and Programming Sum 1
b. Testing, commissioning and handover of the fire detection system. Sum 1
c. Instruction manuals Sets 4
d. Sets of 'as built' drawings Sum 1
e.
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
48
478
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 13: ACCESS CONTROL AND TIME AND ATTENDANCE
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
13.4 Project Engineering, Management and Quality Control
a. System design, Configuration and Programming Sum 1
b. Testing, commissioning and handover of the access control system. Sum 1
c. Instruction manuals Sets 4
d. Sets of 'as built' drawings Sum 1
e.
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
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
49
479
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 14: DEMOLITION OF EXISTING ELECTRICAL INSTALLATION
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
TOTAL CARRIED FORWARD TO SUMMARY
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
50
480
SECTION NO.8: ELECTRICAL INSTALLATION
BILL 15: ELECTRIC FENCING INSTALLATION
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
13.4 Project Engineering, Management and Quality Control
a. System design, Configuration and Programming Sum 1
b. Testing, commissioning and handover of the access control system. Sum 1
c. Instruction manuals Sets 4
d. Sets of 'as built' drawings Sum 1
e.
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
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
51
481
CITY OF EKURHULENI
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN ON ERF 123, EHLANZENI, TEMBISA
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
TOTAL CARRIED FORWARD TO SUMMARY
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.
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
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
SECTION NO.9: MECHANICAL INSTALLATION
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.
1.5 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
1.7 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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
ITEM NRUNIT QTY RATE AMOUNT
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
Supply, install, test and commision of the following equipment:
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
Supply, install, test and commision of the following equipment:
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
DESCRIPTION UNIT QTY RATE AMOUNT
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
Preparation of shop drawings for approval for all manufactured equipment Sum 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
equipment as specified in the Standard Specification No 3
D3 Maintenance and GuaranteeD3.1 12 Months maintenance and guarantee on entire installed mechanical
works of this project, as per the technical specifications.. Sum 1
AMOUNT
Brought forward
CARRIED TO FINAL SUMMARY PAGE
DESCRIPTION UNIT QTY RATE
6488
SECTION NO.9: MECHANICAL INSTALLATION
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.
5.3 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.
5.4 Where applicable, the installation shall comply in all respects with the latest amendments of all acts and regulations as stated in the Standard Specifications
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
ITEM NRUNIT QTY RATE AMOUNT
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
Preparation of shop drawings for approval for all manufactured equipment Sum 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
equipment as specified in the Standard Specification No 3
B3 Maintenance and GuaranteeB3.1 12 Months maintenance and guarantee on entire installed mechanical
works of this project, as per the technical specifications.. Sum 1
AMOUNT
Carried to Summary Page
DESCRIPTION UNIT QTY RATE
8490
SECTION NO.9: MECHANICAL INSTALLATION
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.
1.4 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.
1.5 Where applicable, the installation shall comply in all respects with the latest amendments of all acts and regulations as stated in the Standard Specifications
1.6 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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
ITEM NRUNIT QTY RATE AMOUNT
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
DESCRIPTION UNIT QTY RATE AMOUNT
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
Brought forward
Carried forward
DESCRIPTION UNIT QTY RATE AMOUNT
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
Brought forward
Carried forward
DESCRIPTION UNIT QTY RATE
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
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DESCRIPTION UNIT QTY RATE AMOUNT
13495
B MAINTENANCE BUILDING
B.1 DOMESTIC WATER INSTALLATION B.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.
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
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DESCRIPTION UNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE
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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DESCRIPTION UNIT QTY RATE AMOUNT
16498
C TRAINING BUILDING
C.1 DOMESTIC WATER INSTALLATION C.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.
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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DESCRIPTION UNIT QTY RATE AMOUNT
17499
D REFUEL BUILDING
D.1 DOMESTIC WATER INSTALLATION D.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.
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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DESCRIPTION UNIT QTY RATE
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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DESCRIPTION UNIT QTY RATE AMOUNT
19501
E.1 DOMESTIC WATER INSTALLATION E.1.1 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.
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
chased into walls, outdoors or indoors, in ceilings, complete with brackets, clamps or hangers as required.
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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DESCRIPTION UNIT QTY RATE AMOUNT
20502
G STAFF GATEHOUSE
G.1 DOMESTIC WATER INSTALLATIONG.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.
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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DESCRIPTION UNIT QTY RATE
21503
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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DESCRIPTION UNIT QTY RATE AMOUNT
22504
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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DESCRIPTION UNIT QTY RATE AMOUNT
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
Preparation of shop drawings for approval for all manufactured equipment Sum 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
equipment as specified in the Standard Specification No 3
I3 Maintenance and GuaranteeI3.1 12 Months maintenance and guarantee on entire installed mechanical
works of this project, as per the technical specifications.. Sum 1
AMOUNT
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DESCRIPTION UNIT QTY RATE
24506
SECTION NO.9: MECHANICAL INSTALLATION
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
ITEM NRUNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE AMOUNT
26508
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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DESCRIPTION UNIT QTY RATE AMOUNT
27509
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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DESCRIPTION UNIT QTY RATE
28510
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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DESCRIPTION UNIT QTY RATE AMOUNT
29511
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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DESCRIPTION UNIT QTY RATE AMOUNT
30512
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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DESCRIPTION UNIT QTY RATE
31513
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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DESCRIPTION UNIT QTY RATE AMOUNT
32514
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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DESCRIPTION UNIT QTY RATE AMOUNT
33515
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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DESCRIPTION UNIT QTY RATE
34516
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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DESCRIPTION UNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE AMOUNT
36518
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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DESCRIPTION UNIT QTY RATE
37519
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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DESCRIPTION UNIT QTY RATE AMOUNT
38520
B MAINTENANCE BUILDING
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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DESCRIPTION UNIT QTY RATE AMOUNT
39521
Supply and install Mixed flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:
B.3.5 F2/8 No 1B.3.6 F2/4 No 1
Supply and install Axial flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:
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
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:
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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DESCRIPTION UNIT QTY RATE
40522
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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DESCRIPTION UNIT QTY RATE AMOUNT
41523
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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DESCRIPTION UNIT QTY RATE AMOUNT
42524
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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DESCRIPTION UNIT QTY RATE
43525
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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DESCRIPTION UNIT QTY RATE AMOUNT
44526
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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DESCRIPTION UNIT QTY RATE AMOUNT
45527
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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DESCRIPTION UNIT QTY RATE
46528
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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DESCRIPTION UNIT QTY RATE AMOUNT
47529
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
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.
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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DESCRIPTION UNIT QTY RATE AMOUNT
48530
C TRAINING BUILDING
C.1 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:
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
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:
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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DESCRIPTION UNIT QTY RATE
49531
C.6 GALVANISED SHEET METAL DUCTING C.6.1 Supply and install un-insulated galvanised sheet metal ducting, complete
with flanged or slip-on joints & duct hangers:
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
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.
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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DESCRIPTION UNIT QTY RATE AMOUNT
50532
D REFUEL BUILDING
D.1 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:
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
Supply and install Mixed flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:
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
Supply and install Axial flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:
D.3.4 F4/01 No 1
D.4 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:
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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DESCRIPTION UNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE
52534
E SECURITY GATE HOUSE
E.1 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:
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
Supply and install Mixed flow fans as specified, complete with mounting brackets, flexible connections & connection to power point:
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
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:
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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DESCRIPTION UNIT QTY RATE AMOUNT
53535
E.5 GALVANISED SHEET METAL DUCTING E.5.1 Supply and install un-insulated galvanised sheet metal ducting, complete
with flanged or slip-on joints & duct hangers:
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
Preparation of shop drawings for approval for all manufactured equipment Sum 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
equipment as specified in the Standard Specification No 3
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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CARRIED TO FINAL SUMMARY PAGE
DESCRIPTION UNIT QTY RATE AMOUNT
54536
SECTION NO.9: MECHANICAL INSTALLATION
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
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
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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DESCRIPTION UNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE AMOUNT
57539
B MAINTENANCE BUILDING
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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DESCRIPTION UNIT QTY RATE
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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DESCRIPTION UNIT QTY RATE AMOUNT
59541
B.1.2.2 Reducer:
Hydrants / Hose reels system:
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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DESCRIPTION UNIT QTY RATE AMOUNT
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:
Hydrants / Hose reels system:
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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DESCRIPTION UNIT QTY RATE
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
CO2 powder fire extinguisher:
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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DESCRIPTION UNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE AMOUNT
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
CO2 powder fire extinguisher:
C.3.2 5 kg No 2
AMOUNT
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DESCRIPTION UNIT QTY RATE
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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DESCRIPTION UNIT QTY RATE AMOUNT
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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DESCRIPTION UNIT QTY RATE AMOUNT
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
Dry chemical powder (DCP) fire extinguisher:
F.3.1 9 kg No 3
G STAFF GATEHOUSE
G.1 FIRE EXTINGUISHERS
Dry chemical powder (DCP) fire extinguisher:
G.1.1 9 kg No 1
AMOUNT
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DESCRIPTION UNIT QTY RATE
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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DESCRIPTION UNIT QTY RATE AMOUNT
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
Preparation of shop drawings for approval for all manufactured equipment Sum 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
equipment as specified in the Standard Specification No 3
I3 Maintenance and GuaranteeI3.1 12 Months maintenance and guarantee on entire installed mechanical
works of this project, as per the technical specifications.. Sum 1
I4 All fire signage Sum 1
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DESCRIPTION UNIT QTY RATE AMOUNT
69551
SECTION NO.9: MECHANICAL INSTALLATION
SECTION DESCRIPTION AMOUNT (R)
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
Part C2: Pricing Data 70552
CONSTRUCTION OF A BUS DEPOT FOR THE EKURHULENI IRPTN
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