PROPOSED NEW GATES ON ERF 938 CELTISDAL X20 …heuw.mycitoapp.com/downloads/DGROUP-0019/dgroup_download02… · PROVISIONAL BILLS OF QUANTITIES SECTION 1 PRELIMINARIES BILL NO. 1

ERF NO.938 CELTISDAL X20

PROPOSED NEW GATES ON ERF 938 CELTISDAL X20

CENTURION

DESCRIPTION UNIT QUANTITY RATE AMOUNT

PROVISIONAL BILLS OF QUANTITIES

SECTION 1

PRELIMINARIES

BILL NO. 1

i)The agreement is to be the JBCC Series 2000

Principal Building Agreement, Edition 4.1 May 2005,

and other contract documents that together form the

contract between the employer and contractor

ii)The preliminaries are to be the JBCC Series 2000

Code 2103 Preliminaries prepared by the Joint Building

Contracts Committee, May 2005 edition and shall be

deemed to be incorporated herein

iii)Tenderers are referred to the abovementioned

documents for the full intent and meaning of each

clause thereof (hereinafter referred to by heading and

clause number only) for which such allowance must be

made as may be considered necessary

iv)Where standard clauses or alternatives are not

entirely applicable to this contract such modifications,

corrections or supplements as will apply are given

under each relevant clause heading

v) Where any item is not relevant to this specific

contract such item is marked N/A (signifying "not

applicable")

vi)If Alternative A as set out in clause B10.3 hereinafter

is to be used for the adjustment of the preliminaries

each item priced is to be allocated to one or more of

the three categories, where "F" denotes a fixed amount

(amount not to be varied), "V" denotes an amount

variable in proportion to value and "T" denotes an

amount in proportion to time

PRELIMINARIES

SECTION A: PRINCIPAL BUILDING AGREEMENT

Definitions (A1)

Definitions and interpretation (clause 1)

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

Objective and Preparation (A2 to A14)

Carried to Forward

Revised Un-Priced BoQ 1-4 - 1 - Revised Un-Priced Bills of Quantities(Gate 1-4).xlsx


Brought Forward

Offer acceptance and performance (clause 2)

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

Documents (clause 3)

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

Design responsibility (clause 4)

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

Employer's agents (clause 5)

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

Site representative (clause 6)

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

Compliance with regulations (clause 7)

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

Works risk (clause 8)

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

Indemnities (clause 9)

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

Works insurances (clause 10)

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

Liability insurances (clause 11)

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

Effecting insurance (clause 12)

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

NO CLAUSE N/A

Security (clause 14)

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

Execution (A15-A23)

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

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

Carried Forward



Brought Forward

Access to the works (clause 16)

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

Contract instructions (clause 17)

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

Setting out of the works (clause 18)

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

Assignment (clause 19)

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

Nominated subcontractors (clause 20)

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

Selected subcontractors (clause 21)

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

Employer's Direct Contractors (clause 22)

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

Contractor's Domestic Sub-Contractors (Clause 23)

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

Completion (A24-A30)

Practical completion (clause 24)

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

Works completion (clause 25)

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

Final completion (clause 26)

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

Latent defects liability period (clause 27)

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

Sectional completion (clause 28)

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

Revision of date of practical completion (clause 29)

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

Carried Forward



Brought Forward

Penalty for non-completion (clause 30)

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

Payment (A31 - A35)

Interim payment to the contractor (clause 31)

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

Adjustment to the contract value (clause 32)

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

Recovery of expense and loss (clause 33)

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

Final account and final payment (clause 34)

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

Payment to other parties (clause 35)

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

Cancellation (A36-A39)

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

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

Cancellation by employer - loss and damage (clause 37)

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

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

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

Cancellation - cessation of the works (clause 39)

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

Dispute (A40)

Dispute Settlement (clause 40)

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

Substitute Provisions (A41)

State clauses (Clause 41)

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

Carried Forward



Brought Forward

THE SCHEDULE

Information necessary for completion of those clauses

contained in the schedule which are necessary for tender

purposes is given hereunder

Pre-tender information (clause 42)

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

42.1 CONTRACTING AND OTHER PARTIES

42.1.1 Employer

Heuwelsig Estate - Home Oners Association

Postal Address:

Code:

Telephone:

Fax:

Domicilium:1st Floor

Erf No. 938

Celtisdal X20

Centurion

42.1.2 Principal Agent:

Address:

Code:

Telephone :

Fax :

42.1.3Agent (1Lwathitha Architectural esigners

Agent's service: Architect

Postal Address : 24 Simonsville Crescent

Centurion

Telephone : 073 712 5111

Fax : 086 243 7052

Email: [email protected]

42.1.4 Agent (2)

Carried to Forward



Brought forward

42.1.4 Agent 2

Agent's service: Civil and Structural Engineers

Postal Address :

Code :

Telephone :

Fax :

42.1.5Agent 3)Striving Mind Gautng

Agent Service : Quantity Surveyors

Address: 33 Villa Toulous Eagle Trace Estate

William Nicol Drive

Daifen

Code : 2191

Telephone : 082 934 4108

Fax : 086 605 1523

42.2 CONTRACT DETAILS

42.2.1 Works Description:

Poroposed New Gate Structures to be built

42.2.2 Site Description:

ERF NO. 938 / 939 / 940 / 942 / 943 & 944

42.2.3 Work or installations by direct contractors:

41.2.4 Specific options that are applicable to a State organ

only

Where so:

(1)Legislation applicable to the interest rate

In terms of the Prescribed Rate of Interest Act

55 of 1975

(2)Lateral support insurance will be effected by

the contractor

NO

Carried to Forward



Brought Forward

(3)Payment will be made for material and

goods

YES

(4)Dispute resolution by litigation

YES

(5)Extended defect liability period applicable to

the following elements:

N/A

42.2.5 Date on which possession of the site is intended

to be given:

To be determined later

42.2.6 Period for the commencement of the works after

the contractor takes possession of the site

1 (One) working day

42.2.7 For the works as a whole. Intended date of

practical completeion and the penalty per calendar day

...............................

................ Penalty Amount

42.2.8For the works in sections: Intended date of

practical completion and the penalty per calender day

N/A

42.2.9 The law applicable to this agreement shall be that of

The Republic of South Africa

42.3 INSURANCES

42.3.1 Contract works insurance to be effected by: Refer to

clause 13

Refer to clause 13 (State Provisions)

42.3.2 Supplementary insurance is required

No

42.3.3 Public liability insurance to be effected by:

Contractor:

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

Carried to Forward



Brought Forward

With a deductible of: R .............

42.4 DOCUMENTS

42.4.1 Waivers of contractors lien or right of continuing

possession is required

Yes

42.4.2 Number of construction document copies to be

supplied to the contractor free of charge:

3 (Three) Number of

42.4.3 Bills of Quantities/Lump sum document

schedule of rates drawn up in accordance with:

The Standard System of Measuring Building Work

42.4.4 On acceptance of the tender the bills of

quantities/lump sum document is to be submitted within

working days

10 (Ten) Number of

42.4.5 JBCC Engineering General Conditions are to be

included in the contract documents:

No

42.4.6 The contract value is to be adjusted using escalation

adjustment indices

Yes

Where JBCC CPAP is to be used

Base Month February 2019

42.4.7 Details of changes made to the provision of

JBCC standard documentation:

N/A

SECTION B: PRELIMINARIES

Definitions and interpretation (B1)

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

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

Carried to Forward



Brought Forward

Documents (B2)

Checking of documents (B2.1)

These provisional bills of quantities contain pages and

annexures as indexed on the flyleaf

The items in these bills of quantities are to be read and priced

in conjunction with and the descriptions regarded as amplified

by the Model Preambles for Trades as recommended and

published by the Association of South African Quantity

Surveyors, 1999 edition, and no claim arising from brevity of

description of items fully described in the said Model Preambles

for Trades will be entertained

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

Provisional bills of quantities (B2.2)

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

Availability of construction documentation (B2.3)

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

Interests of agents (B2.4)

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

Priced documents (B2.5)

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

Tender submission (B2.6)

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

The site (B3)

Defined works area (B3.1)

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

The area of the works to be occupied by the contractor, any

restriction on the area and the limit of access or exit will be

pointed out to the contractor by the principal agent on handing

over of the site

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

Geotechnical investigation (B3.2)

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

Carried to Forward



Brought Forward

Inspection of the site (B3.3)

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

No claims for extras arising from the contractor having failed to

comply with this clause will be entertained

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

Existing premises occupied (B3.4)

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

Previous work - dimensional accuracy (B3.5)

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

Previous work - defects (B3.6)

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

Services - known (B3.7)

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

Services - unknown (B3.8)

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

Protection of trees etc (B3.9)

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

Articles of value (B3.10)

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

Inspection of adjoining properties etc (B3.11)

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

Management of contract (B4)

Management of the works (B4.1)

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

Programme for the works (B4.2)

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

Progress meetings (B4.3)

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

Carried to Forward



Brought Forward

Technical meetings (B4.4)

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

Labour and Plant records (B4.5)

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

Samples, Shop Drawings and Manufacturer's Instructions

(B5)

Samples of materials (B5.1)

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

Workmanship samples (B5.2)

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

Shop drawings (B5.3)

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

Compliance with Manufacturer's Instructions (B5.4)

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

Temporary works and plant (B6)

Deposits and fees (B6.1)

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

Enclosure of the works (B6.2)

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

Advertising (B6.3)

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

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

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

Main notice board (B6.5)

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

Subcontractors' notice board (B6.6)

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

Carried to Forward



Brought Forward

Temporary services (B7)

Location (B7.1)

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

Water (B7.2)

Option [A]

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

Electricity (B7.3)

Option [A]

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

Telecommunication facilities (B7.4)

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

Ablution facilities (B7.5)

Option [A]

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

Prime cost amounts (B8)

Responsibility for prime cost amounts (B8.1)

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

Attendance on N/S Subcontractors (B9)

General attendance (B9.1)

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

Special attendance (B9.2)

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

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

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

Financial aspects (B10)

Statutory taxes, duties and levies (B10.1)

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

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Brought Forward

Provision is made in the summary of these bills of quantities for

the inclusion of Value Added Tax (VAT)

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

Payment of preliminaries (B10.2)

Option [A] / [B] ? shall apply

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

Adjustment of preliminaries (B10.3)

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

Payment certificate cash flow (B10.4)

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

Contractor information supply (B10.5)

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

General (B11)

Protection of works (B11.1)

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

Protection/isolation of existing/sectionally occupied works

(B11.2)

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

Security of the Works (B11.3)

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

Notice before covering work (B11.4)

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

Disturbance (B11.5)

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

Environmental Disturbance (B11.6)

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

Works cleaning and clearing (B11.7)

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

Carried to Forward



Brought Forward

Vermin (B11.8)

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

Overhand work (B11.9)

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

Instruction manuals and guarantees (B11.10)

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

As built information (B11.11)

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

Tenant Installations (B11.12)

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

Schedule of variables (B12)

Pre-tender information (B12.1)

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

Information necessary for elections and completion of those

clauses contained in the schedule which are necessary for

tender purposes is given hereunder. Where no information is

given it shall mean that either no details or specific

requirements are available or that the clause is not relevant to

this specific contract

12.1.1 Provisional bills of quantities (B2.2)

The quantities are provisional:

No

12.1.2 Availability of construction documentation (B2.3)

Construction documentation is not complete

No

12.1.3 Interest of agents (B2.4)

N/A

12.1.4 Defined works area (B3.1)

Restrictions will be pointed out at the compulsory site

inspection

Carried to Forward



Brought Forward

12.1.5 Geotechnical investigation (B3.2)

N/A

12.1.6 Existing premises occupied (B3.4)

The airport will be in normal use during the contract.

The sequence of the work will have to be decided in

conjunction with the airport authorities. The contractor

will have to adhere to the strict security requirements

which will be in place during the contract

12.1.7 Previous work - dimensional accuracy (B3.4)

12.1.8 Previous work - defects (B3.5)

12.1.9 Services - known (B3.7)

Existing services and points of connection will be

pointed out on site by the principal agent

12.1.10 Protection of trees (B3.9)

12.1.11 Inspection of adjoining properties (B3.11)

12.1.12Enclosure of the works (B6.2)

12.1.13Offices (B6.4.3)

12.1.14Main notice board (B6.5)

12.1.15Subcontractors notice board (B6.6)

A notice board is required

No

12.1.16Water (B7.2)

Alternative Selected:

A

12.1.17Electricity (B7.3)

Alternative selected:

A

12.1.18Telecommunications (B7.4)

12.1.19Ablution facilities (B7.5)

Alternative selected:

A

Carried to Forward



Brought Forward

12.1.20Protection of existing/sectionally occupied

works (B11.2)

Protection is required

YES

12.1.21 Special attendance (B9.2)

12.1.22Protection of the works (B11.1)

12.1.23Disturbance (B11.5)

12.1.24Environmental Disturbance (B11.6)

Post tender information (B12.2)

12.2.1 Payment of preliminaries

Alternative selected: (A or B)

12.2.2 Adjustment of preliminaries

Alternative selected: (A or B)

12.2.3 Additional agreed preliminaries items

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

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

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

SECTION C: SPECIFIC PRELIMINARIES

PROPRIETARY BRANDED PRODUCTS

The contractor shall take delivery of, handle, store, use apply

and/or fix all proprietary branded products in strict accordance

with the manufacturers' instruction after consultation with the

manufacturer's authorised representative

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

OVERTIME

Should overtime be required to be worked for any reason

whatsoever, the costs of such overtime are to be borne by the

contractor unless the principal agent has specifically authorised

in writing, prior to the execution thereof, that costs for such

overtime are to be borne by the employer.

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

Carried to Forward



Brought Forward

AS BUILT DRAWINGS

The position of construction breaks and the extent of individual

concrete pours are to be recorded by the contractor on the

structural engineer's drawings and are to be submitted to the

principal agent and the structural engineer for their records.

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

SITE INSTRUCTIONS

Site instructions issued on site are to be recorded in triplicate in

a site instruction book which is to be maintained on site by the

contractor

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

LABOUR RECORD

At the end of each week the contractor shall provide the principal agent with a written record, in schedule form, reflecting the number and description of tradesmen and labourers

employed by him and all subcontractors on the works each day.

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

PLANT RECORD

At the end of each week the contractor shall provide the

principal agent with a written record, in schedule form, reflecting

the number, type and capacity of all plant, excluding hand tools,

currently used on the works.

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

NON CESSION OF MONIES

The contractor shall not cede nor assign his rights or claims to

any monies due or to become due under this contract

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

MATERIALS AND WORKMANSHIP

Testing of windows to ensure watertightness

As the windows are fixed they shall be glazed and prepared so

that each window can be tested for watertightness with water

sprayed on by means of a 20 mm hosepipe using adequate

pressure. If the pressure proves to be inadequate, in the

opinion of the principal agent, then the pressure in the hosepipe

shall be boosted by means of compressed air or other

approved means. Each window section shall be tested under

the supervision of the clerk of works and approved before final

acceptance of the fenestration.

Carried to Forward



Brought Forward

Guarantees

The contractor shall obtain written guarantees where called for,

addressed to the employer, from the firms supplying the

materials or doing the work and deliver such guarantees to the

principal agent.

The guarantees shall state that workmanship, materials and

installation are guaranteed for a specified period reckoned from

the date of practical completion of the works and that any

defects in the workmanship, materials and installation that may

arise during that period shall be made good at the expense of

the firm doing the work upon written notice from the principal

agent or the employer to do so.

FINANCIAL ASPECTS

Overtime

The additional costs of overtime work shall be for the

employer's account only when prior written agreement thereto

is given by the principal agent.

COMMUNITY LIASON OFFICER

Allow the Provisional Amount of R ............. ( .................. ) Nett

for the Community Liason Officer to be paid by the Client

GENERAL

Copyright

The ownership of the copyright in and to: all drawings,

specifications, models and documents of any nature delivered

to the contractor or produced by or on behalf of the contractor

in connection with the works; and, the artistic character and/or

artistic design of the works, shall remain vested in and/or is

hereby assigned to the employer by the contractor.

Carried to Forward



Brought Forward

ACCESS SCAFFOLDING

Acess scaffolding and work platform as per Peri Quote

Scaffolding desing and Inspections

Scaffolding Erection and Maintanance (Months)

HEALTH & SAFETY

Haealth & safety file

Health safety & its requirements

Carried to Summary



BILL NO 2

EARTHWORKS

For preambles see "Model Preambles for Trades"

SUPPLEMENTARY PREAMBLES

Nature of ground

The nature of the ground is assumed to be loose sandy

material, therefore "earth", but possibly interspersed with "hard

rock" or "soft rock".

Carting away of excavated material

Descriptions of carting away of excavated material shall be

deemed to include loading excavated material onto trucks

directly from the excavations or, alternatively, from stock piles

situated on the building site

Filling

Notwithstanding the reference to prescribed multiple handling in

clause 1 page 6 of the Standard System of Measuring Building

Work, prices for filling and backfilling shall include for all

selection and any multiple handling of material

EXCAVATIONS, FILLING, ETC OTHER THAN BULK H2

Excavation in earth not exceeding 2m deep below natural, H3

excavated or reduced ground level for

raft foundations

A Trenches m3 7.99

B Holes m3 0

C Trenches and holes for thickening under surface beds etc m3 1

Extra over trench and hole excavations in earth for H3

excavation in

D Soft rock m3 0.4

E Hard rock m3 0.80

Extra over trench and hole excavations in earth for H3

breaking up and removing

F Brickwork m3

G Unreinforced concrete m3

H Reinforced concrete m3

Carried Forward



Brought Forward

Extra over all excavations for carting away

I Surplus material from excavations and/or stock piles on site to m3 7.99

a dumping site to be located by the contractor

Risk of collapse of excavations

J Sides of trench and hole excavations not exceeding 1,5m deep m2 56.71

Keeping excavations free of water

K Keeping excavations free of water (4) Item 1

Earth filling obtained from the excavations and/or

prescribed stock piles on site compacted to 93% Mod

AASHTO density at 2% wet optimum

L Under floors, steps, pavings, etc m3 0

M Backfilling to trenches, holes, etc m3 6.43

Earth filling supplied by the contractor in 150mm layers

compacted to 93% Mod AASHTO density at 2% wet

optimum

N Under floors, steps, pavings, etc m3 5.1

O Backfilling to trenches, holes, etc m3 0

Earth filling in accordence to SANS 1200DM (G5

material)compacted in 150mm layers to 93% Mod

AASHTO density at 2% wet optimum

P Under floors, steps, pavings, etc m3 0

Coarse river sand filling supplied by the contractor

Q Under floors etc m3 0

Compaction of surfaces

R Compaction of ground surface under floors etc including m2 17

scarifying for a depth of 150mm, breaking down oversize

material, adding suitable material where necessary and

compacting to 93% Mod AASHTO density

Prescribed density tests on filling

S Modified AASHTO Density test No 2

Carried Forward



Brought Forward

SOIL POISONING

Soil insecticide

T Under floors etc including forming and poisoning shallow m2 17

furrows against foundation walls etc, filling in furrows and

ramming

U To bottoms and sides of trenches etc m2 82.52

CONCRETE

NOTE: Unless otherwise stated herein, all items in this bill shall

be deemed to fall into Work Group No 110 for contract price

adjustment purposes

UNREINFORCED CONCRETE CAST AGAINST

EXCAVATED SURFACES

25MPa/19mm concrete

V Strip footing m3 0.00

REINFORCED CONCRETE CAST AGAINST

EXCAVATED SURFACES

25MPa/19mm concrete

W Strip footings m3 7.99

X Surface beds (200mm thk) m3 6.62

FORMWORK

NOTE: Unless otherwise stated herein, all items in this bill shall

be deemed to fall into Work Group No 111 for contract price

adjustment purposes

SMOOTH FORMWORK (DEGREE OF ACCURACY II)

Smooth formwork to sides

Y Sides of slabs / surface beds m2 10.65

Steel bar reinforcement

Z Y10 kg/m 131.3

A1 Y12 kg/m 189.22

MESH REINFORCEMENT

A2 Mesh Ref 245 m2 33.08

Carried to Summary



BILL NO. 3

CONCRETE, FORMWORK AND REINFORCEMENT



Cost of tests

The costs of making, storing and testing of concrete test cubes

as required under clause 7 "Tests" of SABS 1200 G shall

include the cost of providing cube moulds necessary for the

purpose, for testing costs and for submitting reports on the

tests to the architect. The testing shall be undertaken by an

independent firm or institution nominated by the contractor to

the approval of the architect. (Test cubes are measured

separately)

Formwork

Descriptions of formwork shall be deemed to include use and

waste only (except where described as "left in" or "permanent"),

for fitting together in the required forms, wedging, plumbing and

fixing to true angles and surfaces as necessary to ensure easy

release during stripping and for reconditioning as necessary

before re-use

The vertical strutting shall be carried down to such construction

as is sufficiently strong to afford the required support without

damage and shall remain in position until the newly constructed

work is able to support itself

Formwork to soffits of solid slabs etc shall be deemed to be to

slabs not exceeding 250mm thick unless otherwise described

Formwork to soffits of slabs, beams, etc shall be deemed to be

propped up exceeding 1,5m and not exceeding 3,5m high

unless otherwise described

Formwork to sides of bases, pile caps, ground beams, etc will

only be measured where it is prescribed by the engineer for

design reasons. Formwork necessitated by irregularity or

collapse of excavated faces will not be measured and the cost

thereof shall be deemed to be included in the allowance for

taking the risk of collapse of the sides of the excavations,

provision for which is made in "Earthworks"

Carried Forward



Brought Forward

REINFORCED CONCRETE

25MPa/19mm concrete

A Slabs including beams and inverted beams m3 7.25

B Plinths, steps, raised platforms, cover slabs, etc m3 8.00

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a steel

trowel

C Surface beds, slabs, etc m2 34

D Surface beds, slabs, etc to falls and currents m2 11.41

Sleeves

E 110mm Diameter uPVC sleeve not exceeding 250mm long cast No

into concrede

FORMWORK

SMOOTH FORMWORK (DEGREE OF ACCURACY II)

Smooth formwork to soffits

F Slabs m2 28.41

G Sides and soffits of beams m2 24.49

MOVEMENT JOINTS ETC

Saw cut joints

H 6 x 10mm Saw cut joints in top of concrete m 6.27

REINFORCEMENT

Mild steel reinforcement to structural concrete work

I 10mm Diameter bars t 0.17

Fabric reinforcement

J Type 245 fabric reinforcement in concrete slabs m2 28.41

Carried to summary



BILL NO. 4

PRECAST CONCRETE

Lintels

Prestressed fabricated concrete lintels including

necessary temporary support

A 110 x 75mm Lintels in lenghts not exceeding 3m m 34.5

110 x 75mm Lintels in lenghts exceeding 3m and not exc 4m m 31.48

PRECAST CONCRETE VEHICLE BARRIERS

Vanstone or equal approved precast concrete bollards in

vehicle barriers etc finished smooth on exposed surfaces

including excavation, ramming and fixing in position

B 250mm diameter grey concrete( smooth ) bollard, 750mm No

height above ground, 1200mm overall height

Carried to Summary



BILL NO. 5

MASONRY



Sizes in descriptions

Where sizes in descriptions are given in brick units, "one brick"

shall represent the length and "half brick" the width of a brick

Hollow walls etc

Descriptions of hollow walls shall be deemed to include leaving

every fifth perpend of the bottom course of the external skin

open as a weep hole

User note:

The following preamble generally applies for works in hot and

humid coastal areas

Walls in two skins described as "bagged and sealed" shall be

deemed to include having the outer face of the inner skin

bagged with 1:6 cement and sand mixture and sealed with two

coats "Brixeal" bitumen emulsion waterproofing coating

Face bricks

Bricks shall be ordered timeously to obtain uniformity in size

and colour

Pointing

Descriptions of recessed pointing to fair face brickwork and

face brickwork shall be deemed to include square recessed,

hollow recessed, weathered pointing, etc

BRICKWORK

SUPERSTRUCTURE

Brickwork of NFX clay bricks (14 MPa nominal

compressive strength) in class II mortar

A Half brick walls m2 21

B One brick walls m2 93

C 500 mm Cavity wall m2 36

Carried Forward



Brought Forward

D Half brick kerbs 170mm high m

BRICKWORK SUNDRIES

2.5mm Brickwork reinforcement

E 75mm Wide reinforcement built in horizontally m 58

F 150mm Wide reinforcement built in horizontally m 230

Prestressed fabricated lintels including necessary

temporary supports

G 110 x 75mm Lintels in lengths not exceeding 3m m 31

Turning pieces to lintels etc

H 230mm Wide turning piece to lintels etc m 143

Galvanised hoop iron cramps, ties, etc

I 30 x 1,6mm Wall tie 500mm long with one end shot pinned to No

concrete and other end built into brickwork

J 30 x 1,6mm Roof tie 1.5m long with one end built into brickwork No

and other end fixed to timber

FACE BRICKWORK

Corobrik Roan Satin FBX face bricks pointed with

recessed horizontal and vertical joints

K Extra over brickwork for face brickwork m2 90

L Extra over brickwork for brick-on-edge header course lintels m 8.88

one course high, pointed on face and 100mm soffit

M Fair cutting and fitting around pipe not exceeding 100mm No 4

diameter

Brick-on-edge header course copings, sills, etc

of Corobrik Roan Satin FBX face bricks with

recessed horizontal and vertical joints

N 220mm Coping on top of cavity wall m 8.88

O 230mm Wide sills set sloping and slightly projecting m 4.29

COMPOSITE WALL CLADDING

Composite wall cladding made up of 15mm

fibre cement boards cut to size as per composite

decking, all complete as per details and as per

architect instruction

P Fibre cement composite wall cladding m2 115

Carried to summary



BILL NO. 6

WATERPROOFING



Waterproofing

Waterproofing of roofs, basements, etc shall be laid under a

ten year guarantee by an approved applicator. Waterproofing

to roofs shall be laid to even falls to outlets etc with

necessary ridges, hips and valleys. Descriptions of sheet or

membrane waterproofing shall be deemed to include

additional labour to turn-ups and turn-downs.

All waterproofing to be in accordance with manufacturers

instructions.

DAMP-PROOFING OF WALLS AND FLOORS

One layer 375 micron embossed polyethylene dampproof

course (SANS 952-1985 type B)

A In walls m2 30

One layer 250 micron green polyethylene

waterproof sheeting (SANS 952-1985 type C)

sealed at laps with PVC self adhesive tape

B Under surface beds m2 17

WATERPROOFING TO ROOFS, BASEMENTS, ETC

4mm Derbigum SP waterproofing to be laid as per

the manufacturers specification and fully sealed

by torch-on fusion well prepared surfaces, fully

primed with bitumen primer

C On flat roofs m2 11.41

PROTECTIVE ROOFING PAINT

Two coats bituminous aluminium paint

D On waterproofing to roofs m2 11.41

Carried to Summary



BILL NO 7

ROOF COVERING ETC

PROFILED METAL SHEETING AND ACCESSORIES

Chromadek (Dove grey) GMS roof sheeting with

Klip-lock or similar approved fixed on 38 x 38

S.A.P timber purlins and S.A.P 114 X 50mm Grade

and timber trusses at min of 900mmC/C with

114 x 38mm timber wall plate all to e tied to

brickwork with a 30mm G,M.S strap built into min

of 4 brick course below

A Roof covering with pitch not exceeding 25 degrees m2 260

B Ridge capping 460mm girth m 7

C Head wall flashing 460mm girth m 55.68

Sundries

D Cut sheeting at eaves, bend and fit rib caps m 14

ROOF AND WALL INSULATION

Rigid board thermal insulation at 80kg/m2 with reinforced

foil backing and white underside to comply with SANS 1381

E 40mm Insulation laid taut over purlins(at approximalely m2 260

1000mm centres) and fixed concurrent with roof covering and

with thermal insulation boards on exposed aluminium grid

system all as per the manufacturer's specification

Carried to summary



BILL NO 8

CARPENTRY AND JOINERY



Plate nailed timber roof truss construction

The following is applicable in respect of roof trusses:

Trusses are at maximum 1,20m centres. Roof covering is

0,6mm IBR profile sheeting on 50 x 75mm purlins. Ceilings

are 6,4mm skimmed gypsum plasterboard sheeting on

38 x 38mm brandering. The references given in the

descriptions refer to the respective types of trusses detailed

on the architect's drawing numbered H100/015 accompanying

these bills of quantities. The dimensions in the descriptions

of the trusses are nominal and actual measure ments shall

be obtained from the architect and/or the site before design

or fabrication commences

Joinery

Descriptions of frames shall be deemed to include frames,

transomes, mullions, rails, etc

Descriptions of hardwood joinery shall be deemed to include

pelleting of bolt holes

Fixing

Items described as "nailed" shall be deemed to be fixed with

hardened steel nails or shot pins to brickwork or concrete

Decorative laminate finish

Laminate finish shall be glued under pressure. Edge strips

shall be butt jointed at junctions with adjacent similar finish

General

Cupboard fittings are given as complete units i.e. the

components of the units have not been given separately.

Descriptions of such units shall, therefore, be deemed to

include all components, assembling, housing, notching,

glueing, blocking, planting-on and screwing with countersunk

screws, edge strips, thermosetting plastic laminate, glass,

ironmongery, metalwork, paint or varnish finishes, etc

Prices are to include for all necessary filler pieces against

walls etc

Carried forward



Brought forward

ROOFS ETC

Sawn softwood grade A for plate nailed timber

roof truss construction etc

Tenderers are advised to study the architectural

drawings and details on roof trusses and roof

overhangs before pricing this bill

A Roof construction to double pitched roof 27.84 x 7,00m

overall on plan and 1000mm high overall all complete including

with wallplates, trusses, jack rafters, permanent bracing and

50 x 75mm purlins/batterns at 900mm centres for roof covering

all complete as per Architect's specification and or

manufacturer's recommendations No 1

EAVES, VERGES, ETC

4.6mm Fibre-cement plain flat sheets with H-profile

galvanised steel jointing strips

B Eaves soffits covering 600mm wide in roof overhangs including m 14

brandering

Pressed nutec-cement fascias and barge boards

C 12 x 225mm Fascias and barge boards including galvanised m

H-profile jointing strips ( included with the timber trusses)

DOORS ETC

FIRE DOORS AND FRAMES

FLUSH DOORS

Semi-solid laminated quality flush doors with formica

veneer

D 40mm Door 813 x 2032 mm high No 1

FITTINGS

CUPBOARDS TO KITCHENS, BEDROOMS, ETC

Kitchen cupboards etc, as per architect specifications

E Sink cupboard 950mm high with sides, bottom,divisions,

shelf, back and double hinged doors(sink elsewhere) m 4

F Worktop size 2820 x 900mm high all complete as per

Architect spcification m 2.82

Carried to summary



BILL NO 9

CEILINGS, PARTITIONS AND ACCESS FLOORING



Descriptions

Items described as "nailed" shall be deemed to be fixed with

hardened steel nails or pins or shot pinned to brickwork or

concrete

Items described as "plugged" shall be deemed to include

screwing to fibre, plastic or metal plugs at not exceeding

600mm centres, and where described as "bolted", the bolts

are measured elsewhere

Proprietary suspended ceilings

Electric light fittings, diffusers, panels, etc generally are "lay in"

units of the same dimensions as the suspension grid

described and allowance shall be made accordingly for their

support, inclusive of any flexibility in setting out that may be

required (ceiling panels have not been deducted and pricing

shall take cognisance thereof)

"Rhino-Drywall" partition systems

"Rhino-Drywall" partitions shall comprise 63,5mm top and

bottom galvanised steel tracks with 63,5mm galvanised steel

vertical studs at maximum 600mm centres, friction fitted or

pop-riveted to the top and bottom tracks with similar

additional verticalstuds as necessary at abutments, ends,

etc and covered as described with wallboard screwed to

studding with "Drywall" screws at maximum 220mm centres.

Boards shall be butt jointed and finished with "Rhino" tape

and "Readymix D" jointing compound allin accordance with

the manufacturer's instructions, complete with flat section

aluminium skirtings. Intersections and abutments are

measured separately and descriptions shall be deemed to

include any additional studs, corner beads, jointing

compound

Note: Wall paper and/or paint and varnish finishes are

measured elsewhere

Carried forward



Brought forward

CEILINGS ETC

NAILED-UP CEILINGS

6mm Fibre-cement plain ceiling boards with H-profile

metal jointing strips

A Ceilings including 38 x 38 mm sawn softwood brandering at m2 194.88

600mm centres and cross brandering at 450mm centres

Cornice m 69.68

B Plaster trim cornice m 69.68

Carried to Summary



BILL NO 10

IRONMONGERY



Proprietary items

Where applicable the manufacturers' names or product

catalogue titles 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 certain items, these items are to be clearly marked and the

alternative specification given with supporting brochures etc

clarifying the features of the products/articles offered

On request returnable samples are to be provided to the

principal agent for consideration

Finishes to ironmongery

Where applicable finishes to ironmongery are indicated by

suffixes in accordance with the following list:

BS Satin bronze lacquered

CH Chromium plated

SC Satin chromium plated

SE Silver enamelled

GE Grey enamelled

AN Anodised natural

AS Anodised silver

AB Anodised bronze

AG Anodised gold

ABL Anodised black

PB Polished brass

PL Polished and lacquered

PT Epoxy coated

SD Sanded

HINGES, BOLTS, ETC

A Hinges, as per architect specifictions No 6

Carried forward



Brought Forward

LOCKS

"Union" similar or to approval, as per architect specifictions

B Two lever mortice lockset for single door, with chrome

finished handles No 1

DOOR CLOSERS

"NHN" or similar and to approval, as per architect

specifictions

C Model 82 silver door closer No 2

BATHROOM FITTINGS

Bathroom fittings as per Architects Schedule

D Liquid soap unit used as liquid soap dispenser No 1

E Paper towel dispenser No 1

F Toilet roll holder lockable No 1

G Stainless steel waste paper bin No 1

Carried to Summary



BILL NO 11

STRUCTURAL STEELWORK



Descriptions

Descriptions of bolts shall be deemed to include nuts and

washers

Descriptions of L-shaped and U-shaped anchor bolts shall be

deemed to include bending, threading, nuts and washers and

embedding in concrete

Descriptions of expansion anchors and bolts and chemical

anchors and bolts shall be deemed to include nuts, washers

and mortices in brickwork or concrete

STEEL COLUMNS AND BEAMS

IPE 200 x 100mm columns welded and bolted to

steel plates with anchor bolts

A IPE 200 x 100mm colums 22,34kg/m t 1.00

Welded beams in single lengths with flat bearer and

connection plates bolted to steel

B IPE 200 x 100mm beams 22.34kg/m t 1.35

POST

C 140 x 140 mm Mild steel post 13,5kg/m t 0.07

BOLTS, FASTENERS, ETC.

Bolts to columns, beams, etc.

D High tensile bolts (class 8.8) t 0.2

E 20mm Diameter chemical anchor No 24

PAINTING

Touch-up, one coat primer one coat universal

undercoat and two coats alkyd enamel paint with

thickness as per the manufascturers specification

F On structural steel columns, beams, purlins, girths, etc. m2 35

Carried to Summary



BILL NO 12

METALWORK



Descriptions of bolts, anchors, etc

Descriptions of bolts shall be deemed to include nuts and

washers

Descriptions of expansion anchors and bolts and chemical

anchors and bolts shall be deemed to include nuts, washers

and mortices in brickwork or concrete

Items described as "holed for bolt(s)" shall be deemed to

exclude the bolts unless otherwise described

Items described as "plugged" shall be deemed to include

screwing to fibre, plastic or metal plugs at not exceeding

600mm centres

Aluminium doors, windows, etc

Doors and windows shall comply with AAAMSA design

criteria

Glazing shall comply with SAGGA regulations. Glass shall be

"safety" laminated performance glass as shown on the

window schedules/drawings appended to these bills of

quantities. Glass thickness shall comply with SAGGA

regulations irrespective of thicknesses shown on the

schedules/drawings

Doors and windows shall be supplied with protective tape and

plastic and shall be removed only once surrounding trades

have been completed

The following certificates shall be provided prior to

commencement of site work:

1A copy of the relevant AAAMSA Performance Test

Certificate from the manufacturer/contractor supplying

the architectural aluminium product

2A Certificate of Conformance confirming that

anodising or powder coating has been processed in

accordance with SANS 999 and SANS 1796

respectively

PRESSED STEEL DOOR FRAMES

1,6mm Double rebated frames suitable for half brick walls

A Frame for door size 813 x 2032mm high No 1

Carried forward



Brought forward

ALUMINIUM WINDOWS, DOORS, ETC

Pupose made natural anodised aluminium windows glazed

with 6mm thick patterned laminated safety glass in

neopreme gasket and fixing to brickwork or concrete

B Window 600 x 600mm high overall with one pane as top hung No 1

opening

Pupose made natural anodised aluminium windows glazed

with 6mm thick clear laminated safety glass in neopreme

gasket and fixing to brickwork or concrete

C Window 1510 x 600mm high overall in one fixed pane with two No 1

smaller panes as top hung openings

D Window 2000 x 1200mm high overall in one fixed pane with two No 1

smaller panes as top hung openings

Sundries

E Silicone joint sealant in joints between aluminium framework m 14.22

and face brickwork

Purpose made powder coated aluminium frame H3

pressure glazed system to specialist details

F Window size 2920 x 2550mm high in six panels all complete No 1

as per manufacturer specification

Ditto, but size 2830 x 2550mm high No 2

ALUMINIUM DOORS

G Purpose made natural anodise aluminium door size

1000 x 2032mm high all complete with door frame No 2

TURNSTILES

H Pedestrian steel turnstiles all complete as per the architect

specification No 2

GATES

I Single gate size 1200 x 2100mm high made of 76 x 76 Mild steel

framed single gate with wood plastic composite wall cladding No 0

J Vehicle double gate size 4500 x 2100m high with wood

plastic composite wall cladding all complete as per architect

specification No 2

K Ditto, but size 3000 x 2100m high No 2

L Boom gates 4m long all complete as per architect spec No 2

M Boom gates 3m long all complete as per architect spec No 2

Carried to Summary



BILL NO 13

PLASTERING



GRANOLITHIC

Method

The method to be used shall be either the monolithic method

or the bonded method

Preparation

For granolithic applied monolithically, the concrete floor shall

be swept clean after bleeding of the concrete has ceased and

the slab has begun to stiffen; any remaining bleed water shall

be removed and the granolithic applied immediately thereafter.

For granolithic to be bonded to the floor slab after it has

hardened, the slab surface shall be hacked (preferably by

mechanical means) until all laitance, dirt, oil, etc is dislodged

and swept clean of all loose matter. The slab shall then be

wetted and kept damp for at least six hours before applying

the granolithic

Mix

Granolithic shall attain a compressive strength of at least

41MPa. The coarse aggregate shall comply with SANS 1083

and shall generally be capable of passing a 10mm mesh sieve.

Where the thickness of the granolithic exceeds 25mm, the size

of the coarse aggregate shall be increased to the maximum

size compatible with the thickness of the granolithic

Granolithic shall be laid in panels not exceeding 14m▓ for

monolithic finishes, not exceeding 9,5m▓ for bonded finishes

and not exceeding 6m▓ for all external granolithic. Wherever

possible, panels shall be square but at no time should the

length of the panel exceed 1,5 times its width

Panels

Where possible joints between panels shall be positioned over

joints in the floor slab and shall be at least 3mm wide through

the full thickness of the finish, separated by strips of wood or

fibreboard and finished with V-joints

Laying

Monolithic granolithic shall be applied to the partially set slab

and thoroughly compacted and lightly wood floated to the

required levels

Carried forward



Brought forward

Bonded granolithic shall be applied to the slab after applying a

1:1 sand-and-cement slurry brushed over the surface and

allowed to partially set before applying the granolithic. The

granolithic shall be throughly compacted and lightly wood

floated to the required levels

After wood floating, the monolithic and bonded granolithic

shall remain undisturbed until bleeding has ceased and the

surface has stiffened. Any remaining bleed water and laitance

shall then be removed and the surface steel trowelled or

power floated

Curing, seasoning and protection

Granolithic shall be covered with clean hessian with waterproof

building foil over and kept wet for at least seven days after

laying

Colour

Coloured granolithic shall be tinted with an approved colouring

pigment mixed into a true and even colour

SCREEDS

1:3 Cement plaster screeds steel trowelled on

concrete

A 30mm Thick on floors and landings m2

GRANOLITHIC

Untinted granolithic on concrete

B 30 mm Thick on floors and landings m2 17

INTERNAL PLASTER

One coat 4:1 cement plaster steel trowelled on

brickwork / concrete

C On walls m2 80

D On narrow widths m2 8

E On concrete soffit m2 28.41

EXTERNAL PLASTER

Cement plaster or similar and to approval steel trowelled, on

brickwork, as per architect specifictions

F On walls m2 60

Carried to Summary



BILL NO 14

TILING



Fixing

Unless described as "fixed with adhesive to plaster (plaster

elsewhere)" descriptions of tiling on brick or concrete walls,

columns, etc shall be deemed to include 1:4 cement plaster

backing and descriptions of tiling on concrete floors etc

shall be deemed to include 1:3 plaster bedding

Tiling described as "fixed with adhesive on power floated

concrete" shall be deemed to include for approved tiling

key-coat

Ceramic, porcelain, marble and granite tiles are to be fixed

and grouted with suitable adhesives and grouts from the "Tal

Professional" range of products as recommended by the

manufacturer of the tiles

WALL TILING

200 x 200 x 5mm Standard colour glazed ceramic

tiles fixed with adhesive to plaster

(plaster elsewhere)

A On walls m2 10.01

FLOOR TILING

330 x 330 x 7mm Standard colour glazed ceramic

floor tiles in patterns with adhesive to screed

(screed eslewhere) and flush pointed with tinted

waterproof grout

B On floors and landings m2

C Skirting 100mm high of 330 x 330 x 7mm cut tiles m

Carried to Summary



BILL NO 15

PLUMBING AND DRAINAGE



Wire gratings

Descriptions of gutter outlets etc shall be deemed to include

wire balloon gratings

Stormwater channels

Descriptions of channels shall be deemed to include

necessary excavation, surface preparation, compaction, etc,

and disposal of surplus material on site

French drains

Descriptions of french drains shall be deemed to include

excavation, stone filling graded from 300mm diameter at

bottom to 75mm diameter at top, geofabric filter blanket

over stone, 300mm earthfilling over and disposal of surplus

material on site

Septic tanks

Descriptions of proprietary type septic tanks shall be

deemed to include excavation, bedding and jointing, concrete

base slabs, jointing to drains and backfilling, compaction,

etc all in accordance with the manufacturer's instructions

and disposal of surplus material on site

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

Stainless steel for economy basins, domestic sinks and

worktops shall 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,

etc shall be Type 316 (18/8)

Units shall have standard aprons on all exposed edges and

tiling keys against walls where applicable

Sealing of edges

Outer edges of sinks, basins, baths, urinals, etc are to be

sealed against adjacent surfaces with approved silicone

Carried forward



Brought forward

uPVC pipes and fittings

Sewer and drainage pipes and fittings shall be jointed and

sealed with butyl rubber rings

Soil, waste and vent pipes and fittings shall be solvent weld

jointed or sealed with butyl rubber rings

uPVC pressure pipes and fittings

Pipes of 50mm diameter and smaller shall be plain ended with

solvent welded uPVC loose sockets and fittings

Pipes of 63mm diameter and greater shall have sockets and

spigots with push-in type integral rubber ring joints. Bends

shall be uPVC and all other fittings shall be cast iron, all with

similar push-in type joints

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 be

seamless 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-in pipe clips with provision for accommodating thermal

movement and jointed and fixed strictly in accordance

with the manufacturer's instructions

Copper pipes

Pipes shall be hard drawn and half-hard "Maksal" pipes of the

class described. Class 0 (thin walled hard drawn) pipes shall

not be bent. Class 1 (thin walled half-hard), Class 2 (half-hard)

and Class 3 (heavy walled half-hard) pipes shall only be bent

with benders with inner and outer formers. Fittings to copper

waste, vent and anti-syphon pipes, capillary solder fittings and

compression fittings shall be "Cobra Watertech" type.

Capillary solder fittings shall comply with ISO 2016

Copper pipes are to be installed in accordance with the latest

revision of the Code of Practice for Copper Plumbing

soldering techniques. Flux, solder, etc to be strictly in

accordance with the manufacturer's requirements with special

attention to copper flux composition

Carried forward



Brought forward

Reducing fittings

Where fittings have reducing ends or branches they are

described as "reducing" and only the largest end or branch

size is given. Should the contractor wish to use other fittings

and bushes or reducers he may do so on the understanding

that no claim in this regard will be entertained

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes

shall be deemed to include fixing to walls, etc, casting in,

building in or suspending not exceeding 1m below

suspension level

Paper wrapping to pipes

Pipes chased into brickwork must be wrapped with two layers

of stout brown paper tied with wire. Rates are to include for

wrapping around joints and fittings

Disinfection of water pipework

Water pipework is to be disinfected at completion in

accordance with SABS 1200L (provision for disinfection

elsewhere)

"Densyl" petrolatum anti-corrosion tape as manufactured by

Denso SA (Pty) Ltd.

Pipes to be taped shall be coated with the appropriate primer

and the tape shall be applied in the appropriate widths and with

overlaps

Couplings and fittings to pipes shall be taped in strict

accordance with the manufacturer's instructions including

mastic, tape, "Layflat" sheeting, securing of same, etc

Prices for wrapping of pipes shall include for all work as

described to 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 in accordance with Clauses 5.1 and 5.2 of each of the

following:

SABS 1200L: Medium-pressure pipelines

SABS 1200LD: Sewers

SABS 1200LE: Stormwater drainage

Carried forward



Brought forward

Pipe trenches, etc shall be backfilled in accordance with

Clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200DB : Earthworks

(Pipe trenches)

Pipes shall be bedded in accordance with Clauses 3.1 to 3.4.1,

5.1 to 5.3 and 7 of SABS 1200LB : Bedding (Pipes)

Unless otherwise described bedding of rigid pipes shall be

Class B bedding

General

Descriptions of cast iron roof outlets shall be deemed to

include joints to pipes and casting into concrete (adaptors

for joints to PVC pipes, etc are given separately)

Descriptions of overflow pipes where measured in number,

shall be deemed to include joints to cisterns and splay cut

ends

Descriptions of pipes laid in and including trenches and of

inspection chambers, catchpits, etc shall be deemed to

include excavation, bedding, backfilling, compaction to a

minimum of 93% Mod AASHTO density and disposal of

surplus material on site

Descriptions of service pipes and flexible connecting pipes

shall be deemed to include connections to taps, cisterns,

etc and to steel pipes (adaptors for connections to copper

pipes, etc are given separately)

Descriptions of WC pans, slop hoppers, etc shall be deemed

to include for joints to soil pipes (pan connectors are

separately measured)

As-built drawings

Where required, the contractor shall prepare an updated set

of as-built drawings. At completion of the contract the

contractor shall hand these drawings to the principal agent

for reproducing onto the originals for handing over to the

employer (provision for allowance of as-built drawings

elsewhere)

SANITARY FITTINGS

"Vaal" or similar and to approval, as per architect

specifications

A WC suite comprising WC pan with double flap heavy duty

plastic seat and matching 9 litre cistern with flush pipe, as per

architect specifications No 1

B Vaal Sanitaryware vitreous china 455 x 290mm basin with one

semi-puched tapholes, integrated overflow and chainstay

hole, as per architect specifications No 1

Carried forward



Brought forward

C Sink with one end bowl on cupboard including wastes, traps

etc. (cupboard elsewhere), as per architect specifications No 1

WASTE UNIONS ETC

"Cobra Watertech" or similar and to approval, as per

architect specifications

D 32mm Basin waste union No 1

TRAPS ETC



E 40 x 50mm Deepseal "P" or "S" trap No 1

TAPS, VALVES, ETC



F 15mm "Star" bip-tap No 1

G 15mm "Star" sink mixer No 1

H 15mm angle regulating valve and flexible

connection pipes to WHB, WC, Bath and Sink No 3

SOIL DRAINAGE

u PVC pipes laid in class B bedding

I 110mm Pipes laid in and including trenches not exceeding 1m m 0

deep

Extra over uPVC pipes for fittings

J 110mm End cap No 0

K 110mm Bend No 0

L 110mm Junction No 0

M 110mm Access junction No 0

Gulleys

N 100mm Dished gulley not exceeding 750mm deep No

Precast concrete circular inspection chambers (covers

elsewhere)

O Inspection chamber, 1050mm diameter, exceeding 750mm and No

not exceeding 1500mm deep internally

Carried Forward



Brought Forward

Sundries

P 300 x 300 x 50mm Precast concrete inspection eye marker No 0

slab set in ground

Q 100mm Cast iron "ABC" cleaning eye No 0

R Testing drainage pipe system Item 0

MAIN WATER SUPPLIES

Extra over galvanised steel pipes for fittings

S 50mm Elbow No 6

Valves, etc

T 50mm Brass fullway gate valve No 1

U 110mm Isolating valve No 0

Testing

V Testing main water supply system Item

PLUMBING

RAINWATER DISPOSAL

Gutters

W 100 x 75mm steel gutters m 14

X 75 x 50mm down pipes m 22

SANITARY PLUMBING

uPVC pipes

Y 50mm Pipes m 10

Extra over cast iron pipes with SSN type couplings for

fittings

Z 100mm End cap No 0

A1 100mm GI two way vent valve No 0

Extra over uPVC pipes for fittings

B1 50mm Reducer m 2

C1 50mm Bend No 2

Carried Forward



Brought Forward

D1 50mm Access bend No 2

E1 50mm Access junction No 1

WATER SUPPLIES

Class 0 copper pipes

F1 15mm Pipes m 26

G1 22mm Pipes m 5

Extra over Class 0 copper pipes for capillary fittings

H1 15mm Fittings No 5

I1 22mm Fittings No 2

J1 40mm Elbow No 2

K1 40mm Tee No 2

L1 40mm Reducing tee No 1

ELECTRIC WATER HEATERS

M1 100 Litre Horizontal floor/wall mounted electric water heater No

TESTING

N1 Testing water pipe system Item 0

FIRE APPLIANCES ETC

O1 Fire hose reel complete with 30m rubber hose, chromium No 0

plated stopcock, shut-off nozzle and wall bracket

Carried to Summary



BILL NO 16

GLAZING



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

4mm Brown tinted float glass

A Panes exceeding 0,1m2 not exceeding 0,5m2 m2 0

Georgian wire glass to doors

B Panes exceeding 0,5m2 not exceeding 2m2 m2

TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors

with polished edges holed for and fixed with

chromium plated dome capped mirror screws with

rubber buffers to plugs in brickwork or concrete

C Mirror 450 x 450mm high with four screws No 1

Carried to Summary



BILL NO 17

PAINTWORK



PREPARATORY WORK TO EXISTING WORK

Previously painted plastered surfaces

Surfaces shall be thoroughly washed down and allowed to dry

completely before any paint is applied. Blistered or peeling

paint shall be completely removed and cracks shall be

opened, filled with a suitable filler and finished smooth

Previously painted metal surfaces

Surfaces shall be thoroughly rubbed and cleaned down.

Blistered or peeling paint shall be completely removed down

to bare metal

Previously painted wood surfaces

Surfaces shall be thoroughly cleaned down. Blistered or

peeling paint shall be completely removed and cracks and

crevices shall be primed, filled with suitable filler and finished

smooth

PAINT SPECIFICATIONS

All painting shall be done in accordance with "Joshco"

specifications unless otherwise described

COLOURS

Unless otherwise described all paintwork shall be deemed to

have a colour value in excess of 7 on the Munsell system in

accordance with SANS 1091

PAINTWORK ETC TO NEW WORK

ON FLOATED PLASTER SURFACES

One coat primer, one unirvesal undercoat and

two coats double velvet paint

A On internal walls m2 80

One coat acrylic filler and two coats poly-acrylic

emulsion paint

B On plastered concrete soffits m2 28.41

Carried forward



Brought forward

ON FIBRE-CEMENT BOARD SURFACES

One coat alkali resistant primer, one coat universal

undercoat and two coats superior quality acrylic

emulsion paint for interior and exterior use

C On ceilings and cornices, including priming metal cover strips m2 194.88

and nailheads

D On eaves soffits coverings and cornices , and priming metal m2 7

cover strips and nailed heads (in roof overhangs)

ON METAL SURFACES

One coat alkyd based zinc phosphate primer , one

coat alkyd based universal undercoat and two

coats superior quality universal enamel paint on

steel

E On door frames m2 1.47

ON WOOD SURFACES

One coat wood primer, one alkyd based universal

undercoat and two coats superior quality universal enamel

paint

F On doors m2 3.37

Carried to Summary



BILL NO 18

PROVISIONAL SUMS, BUDGETARY ALLOWANCES, ETC

ELECTRICAL INSTALLATIONS

A Allow the amount of Two Hundred and Thirty Two Thousand

Rands ( R232 000) for electrical installation executed complete.

(Electrical will be a nominated sub-contract on

separate document-Labour only)

ELECTRONIC INSTALLATION (EPC TYPE CONTRACT)

B Allow the amount of Two Hundred and Eighty Three Thousand

Rands ( R283 000) for electrinic executed complete.

(Electronics will be Nominated EPC type contract

on separate document)

CIVIL WORKS

C Allow the amount of One Hundred and Twenty Thousand

Rands ( R120 000) for civil works executed complete.

(Civil works will be a nominated sub-contract on

separate document)

CONTIGENCY

D Provide the sum of Eighty Thousand Rand ( R80 000)

for Contingencies Item 80 000.00

Carried to Summary



SUMMARY

BILL NO. DESCRIPTION

1 PRELIMINARIES R

2 EARTHWORKS R

3 CONCRETE; FORMWORK & REINFORCEMENT R

4 PRECAST CONCRETE R

5 MASONRY R

6 WATERPROOFING R

7 ROOF COVERINGS R

8 CARPENTRY AND JOINERY R

9 CEILINGS; PARTITIONS AND ACCESS FLOORING R

10 IRONMONGERY R

11 STRUCTURAL STEEL R

12 METALWORK R

13 PLASTERING R

14 TILING R

15 PLUMBING AND DRAINAGE R

16 GLAZING R

17 PAINTWORK R

18 PROVISIONAL SUMS R

TOTAL EXCLUDING VAT R

VAT @ 15% R

TOTAL INCLUDING VAT R
