invitation to bid...hatfield, pretoria 0083 telephone: 012-432 1300/1344/1315 email:...

INVITATION TO BID

Bid Number Description of Bid Compulsory Briefing Session

Closing Date & Time

Enquiry Details

NLC/2019-04 Appointment of a service provider to

convert a residential building to an

office building for the National

Lotteries Commission in the Eastern

Cape Province (East London)

26 February 2019 @ 10h00 7 Rochester Street,

Vincent, East London

15 March 2018 @ 11h00

All enquiries should be in

writing and may be directed

to [email protected] for

the attention of Mr. Tshepiso

Mahlake Tel: (012) 432

1315

Bid Documents Request: Bidders will be forwarded the bid documents upon request on [email protected]

Bid Submission: Bid documents must be deposited into the bid box at the Main Entrance (Reception) of the National Lotteries Commission,

INVITATION TO BID

Bid Documents Request: Bidders will be forwarded the bid documents upon request on [email protected] Submission: Bid documents must be deposited into the bid box at the Main Entrance (Reception) of the

National Lotteries Commission, 7 Rochester Street, Vincent Park, East London

Bid Number

NLC/2019-04

Description of Bid

Appointment of a service provider to convert a residential building to an office building for the National Lotteries Commission in the Eastern Cape Province (East London)

CompulsoryBriefing Session

26 February 2019@ 10h007 Rochester Street, Vincent,East London

Closing Date & Time

15 March2019@ 11h00

Enquiry Details

All enquiries should be in writing and may be directed to [email protected] for the attention of Mr. Tshepiso Mahlake Tel: (012) 432 1315

1 | P a g e

NLC/2019 – 04

TERMS OF REFERENCE FOR THE APPOINTMENT OF

A SERVICE PROVIDER TO CONVERT A

RESIDENTIAL BUILDING TO AN OFFICE BUILDING

FOR THE NATIONAL LOTTERIES COMMISSION IN

EASTERN CAPE PROVINCE (EAST LONDON OFFICE)

CLOSING DATE: 15 MARCH 2019

CLOSING TIME: 11H00 (South African Standard Time)

2 | P a g e

1. Assignment The National Lotteries Commission (NLC)

requires suitable service providers to submit

proposals to convert a residential building to

an office building for NLC in Eastern Cape

Province (East London Office)

2. Name of the responsible office SCM & Facilities Management

3. Address for submitting proposals & other

correspondence

Attention: The Supply Chain Senior Manager

National Lotteries Commission

Block D, Hatfield Gardens

333 Grosvenor Street

Hatfield, Pretoria

0083

Telephone: 012-432 1300/1344/1315

Email: [email protected] for the

attention of Tshepiso Mahlake

4. Closing date & time for submission of bid

proposals

15 March 2019 @11:00

5. Compulsory Site Inspection 26 February 2019 @10:00

Address: 7 Rochester Street Vincent East

London

6. Bid description: Appointment of a service provider to convert

a residential building to an office building for

NLC in Eastern Cape Province (East London

Office)

7. Bid number: NLC/2019 - 04

mailto:[email protected]

3 | P a g e

1. BACKGROUND AND CONTEXT

The National Lotteries Commission (NLC), is a public entity established by Lotteries Act

No. 57 of 1997 as amended to regulate the South African lotteries industry. The functions

of the Commission can be divided into two categories, namely “regulation of National

Lottery and other Lotteries” and “administration of the National Lottery Distribution Trust

Fund (NLDTF)”.

The NLC has experience growth in terms of its operations. This growth was as the results

of the change in the National Lotteries Act which required the organization to change and

expand some of their operations. This Change informed the decentralization of core

functions of the organization closer to the people with an establishment of the NLC across

the nine (9) provinces. Due to this growth, as well as the need to improve our corporate

image, a need has arisen to acquire suitable office accommodation that is:

• Safe, healthy and legislatively compliant;

• Functional and cost-effective;

• Consistent, equitable and sustainable; and

• Adaptable to new ways of working and new technology.

The NLC has embarked on a project to procure new premises to accommodate its

Provincial Offices. The acquisition of these new facilities will ensure that the facilities:

Conforms to the Mission, Vision and Values of the NLC;

Embodies the corporate identity of the NLC;

Is fit for purpose in terms of the mandate, functions and activities of the NLC;

Is in line with the space planning norms and standard for the office

accommodation for organs of state guidelines;

Supports National initiatives regarding sustainability and energy efficiency;

Complies with the principles of the Government Immovable Asset Management

Act (GIAMA); and

4 | P a g e

In its acquisition supports emerging organization in construction and/or facilities

management.

The NLC invites suitably qualified and experienced bidders to submit proposals. In line

with the requirements of the Public Finance Management Act (PFMA) No. 1 of 1999 and

Treasury Regulations, the NLC seeks to engage the services of a duly qualified bidder.

2. PURPOSE

The purpose of the terms of reference (TOR) is to appoint a suitable service provider to

assist NLC with the conversion of a residential building to an office building in Eastern

Cape (East London office).

3. OBJECTIVES

The objective is to appoint experienced service provider that will ensure that the NLC

residential building is converted into an office building.

4. SCOPE OF WORK

PROVISIONAL SCOPE OF WORKS

4.1 Yard woks:

4.1.1 External works: Paving, landscaping and Carports installations

Supply and install NLC’s new signage according to NLC’s spec

Supply and install new landscaping as per the NLC’s spec

Dismantle existing steel parking carport in preparation for the extension

of the building

Remove all external paving works and concrete blocks and send to the

salvage yard to be packed according to the project managers instruction

Installation of new paving work according to Architectural designs

5 | P a g e

Remove all kerbs and any other precast units and send to the salvage

yard

Install new concrete kerbs and channels as per the architectural design

Remove shrubs and trees and send to the salvage yard

Supply and Install new parking carports according to NLC’s spec

4.1 Building works:

4.2.1 Internal works

Remove existing floor tiles

Prepare floor surface to receive new floor tiles

Supply and install non-slippery floor tiles on open plan and with carpet on

enclosed offices according to NLC’s spec

Prepare walls to receive new paint

Paint walls according to NLC’s spec

Remove and replace existing doors as per NLC’s spec

Remove existing, reasonably damaged doors and handover to employer

Supply and install doors, to replace damaged, according to NLC’s spec

Paint existing painted doors according to NLC’s spec

Remove existing, reasonably damaged ceiling boards and cornices

Supply and install ceiling boards and cornices, to replace the damaged,

according to NLC’s spec

Prepare existing internal walls to receive new paint and/or finish

Paint existing internal walls according to the NLC’s spec

Remove reasonably damaged window frames

Supply and install window frames, to replace the damaged, according to

NLC’s spec

Prepare window frames to receive new paint

Paint window frames according to NLC’s spec

Remove existing, reasonably damaged window sills

Supply and Install window sills, to replace the damaged, according to

NLC’s spec

6 | P a g e

Remove existing kitchen cupboard, Bedroom cupboards and drawers

and handover to the employer

Supply and install new or re-use existing kitchen cupboards and drawers

to match with NLC’s spec

Remove existing counters and handover to the employer

Supply and Install new counters according to NLC’s spec

Remove reasonably damaged air conditioner and handover to employer

and/or Re-use air conditioners which are reasonably in a good condition

and serviceable

Supply and install new air conditioner according to NLC’s spec

Prepare existing painted doors to receive new paint


Remove damaged windows and handover to the employer

Supply and install windows to replace the existing windows, according to

the NLC’ s spec

Supply and install ceiling boards and cornices according to NLC’s spec

Paint ceiling boards and cornices according to NLC’s spec

Remove existing burglar bars/grills

Install new burglar bars/grills according to NLC’s spec

Paint burglar bars/grills according to NLC’s spec

Remove steel/metal works and hand over to the employer

Install new steel/metal works according to NLC’s spec

Paint steel/metal works to receive new painting according to NLC’s spec

Remove existing sanitary fittings and handover to employer

Supply and install new sanitary fittings according to NLC’s spec

Remove existing wall tiles

Prepare wall surface for new tile installation

Supply and install wall tiles according to NLC’s spec

Remove existing plumbing and drainage and handover to employer

Supply and install new plumbing and drainage

Paint all internal and external face brick walls according to NLC’s spec.

7 | P a g e

4.3 External works

4.3.1 Roofs:

Completely remove existing roof structure and hand over to the employer;

Prepare walls up to beam filling level for installation of new roof structure;

and

Install a complete new roof structure according to NLC’s spec.

4.3.2 External Walls: Extension to existing structure

Break and/or demolish existing walls as per structural design

Excavations for new brick walls

Concrete works in foundations for external brick walls

Plaster to external walls

Paint and/or finish to walls as per NLC’s spec

Prepare existing walls to receive new paint


Prepare external wall to receive new paint and/or finish

Paint and/or finish to external walls according to NLC’s spec

4.3.3 Miscellaneous Work- Installations

Supply and install security system

Installation of new parking Car-ports

Supply and install WIFI

Supply and install general lighting including DB box etc.

Rubble removal and site cleaning

Remove only damaged rainwater goods and handover to employer

Supply and install rain water goods according to NLC’s spec

Paint all existing and new rainwater goods according to NLC’s spec

Supply and Install upgraded IT system according to NLC’s spec

8 | P a g e

Supply an installation of water supply

Supply and installation of Standby Generator

Supply and installation of fire extinguishers

Risk assessment to be done

4.4 ICT Required Specifications

Below please find a standardised outline of the ICT requirements for the new

NLC provincial office. The outline is based on the premise that:

i. New cabling infrastructure is installed;

ii. Existing server racks are reutilised instead of purchasing new racks;

iii. Existing wireless access devices are reutilised instead of new

devices; and

iv. Existing UPS system is to be reutilised instead of a new system.

No Item Description Specification Qty Comply/ Not

Comply

1. Raised Access

Flooring

Floor elevation height:

20cm.

Width = 2m

Length = 3m.

1

2. Data Network

Point

CAT6 structured cabling. 40

3. Wifi Access

Points

Install wifi access points as

provided by NLC

2

4. Server Rack

Cabinet

Install rack to be provided

as provided by NLC

1

9 | P a g e

5. UPS Install UPS equipment as

provided by NLC

1

6. Ceiling Cable

Trays

TBC*** TBC

4.5 Green initiatives

Collection of rain water harvesting for watering gardens and etc.;

Introduction low maintenance, dry and heat resistant plants for landscaping;

Introduction of low water pressured taps to save water;

Installation of solar panels to supplement the electricity consumption;

Installation of motion detection low power consumption LED lights;

Installation of smart heating, ventilation, and air conditioning (HVAC) system

with automatic switches to save electricity

Proposing wooden floor; and

Standby generators.

Supply and installation of solar according to NLC’s spec

5. REQUIREMENTS AND BILL OF QUANTITIES

Visual Scope of works attached as ‘Annexure A’;

Comprehensive bill of quantities attached as ‘Annexure B’; and

Construction Drawings as ‘Annexure C’.

6. DELIVERABLES

The following deliverables will be expected from the principal contractor:

External Works Construction works:

o Demolitions;

o Site clearance;

o Masonry works;

10 | P a g e

o Roofing works;

o Building finishes; and

o Landscaping.

Internal Construction works:

o Electrical installation;

o Floor finishes;

o Ceilings;

o Mechanical installations (HVAC);

o Plumbing;

o Information technology and telecommunication installations; and

o Carpentry.

Additional works /installations

o Installations of carports;

o Installations of UPS;

o Generator installation;

o Solar installations; and

o Smoke detection systems.

7. DURATION OF APPOINTMENT

The total duration of the project is expected to be three (3) months from the date of

signing the service level agreement (SLA).

8. COMPULSORY – SITE INSPECTION

To conduct the site inspection on the actual address where the construction work

will be made. The compulsory site inspection will be held at the following address:

National Lotteries Commission Offices: 7 Rochester Street Vincent East

London Date: 26 February 2019

Time: 10h00

11 | P a g e

9. EVALUATION CRITERIA

The NLC will evaluate all proposals in terms of the Preferential Procurement Policy

Framework Act. No. 5 of 2000 (PPPFA). A three (3) phase evaluation criteria will be

considered in evaluating the bid, being:

9.1. Phase 1: Pre-Qualification Criteria (Mandatory Requirements)

Bidders must submit all the below mentioned requirements:

Original signed standard bidding documents (SBD Forms).

In the event of the bidder being in a joint venture, joint venture agreement must

be submitted (where applicable).

Company registration certificates (CK). In the event of the bidder being a

consortium organization, relevant shareholding certificates must be submitted

(where applicable).

Bidders must be an EME or QSE which is at least 51% owned by black people

(supported by certified copies of all share ownership certificates and CIPC or CK

documents).

Bidders must have a minimum B-BBEE status level of contributor of 1.

Certified copy of a valid Construction Industry Development Board (CIDB)

certificate with minimum of 5GB or higher.

Only service providers that are located in the Eastern Cape Province are

required to respond. To confirm localization, bidders are required to submit proof

of residence in the form of Municipal Bill or proof of residence letter from the

local councilor/leader or a certified copy of a signed SLA where the bidder is

renting office accommodation. The required proof of residence must be in the

name of the company or the name of the director/s.

The bidder that fails to meet the above-mentioned pre-qualifying criteria stipulated

is an unacceptable bid.

Non - mandatory requirements

Central Supplier Database (CSD) Summarized Report. Please submit the

current CSD Report.

12 | P a g e

Original signed standard bidding documents (SBD Forms). Bidders are

required to return all SBD Forms fully completed and duly signed. The

NLC TOR should not be returned.

9.2. Phase 2: Functional/technical Evaluation

Only bidders that have met the pre-qualification criteria will be evaluated for functional

evaluation. In this phase the evaluation will be based on the bidders’ responses in

respect of the bid proposal (evaluated on the minimum functional specifications).

Prospective bidders who score a minimum of 70 points or more will be considered for

the next phase 3 (Price and B-BBEE status level contributor).

EVALUATION CRITERIA WEIGHT

1. Company Experience

The bidder must provide details of work of a similar nature undertaken by the

bidder within the previous years. Specific details must be given to indicate the

extent to which these previous experiences relate to the work described in the

TOR.

The bidder must take note of the following:

Please attach a minimum of three (3) written reference letters for the

similar services (construction work) within the previous five (5) years

in the letter heads of the clients. References should be presented in a

form of a written letter on an official letterhead from clients where

similar services (construction work) have been provided and may not

be longer than two (2) years. No appointment letters from clients will

be accepted as reference letters.

20%

2. Members Experience

CV’s of all major core resources should be attached with the following:

- Previous project management involvement experience;

- Construction Qualifications; and

- Knowledge of green building initiatives.

25%

13 | P a g e

3. Project Plan / Methodology

Considers the responsiveness to the TOR, the level of detail in the proposal,

attention to project management and innovative approaches and ideas. Proposal

should address the following:

- Project timelines; and

- Project deliverables.

40%

4. Capacity

The bidder is required to provide a company profile on its size, staff complement,

infrastructure, etc. Maximum points allocation of 10% for demonstration of

capacity of the company.

The bidder is required to submit a certified copy of certification of compliance

with the Compensation for Occupational Injuries & Diseases (COID) Act.

Maximum points allocation of 5% for demonstration of capacity for compliance

with COID.

15%

TOTAL 100%

9.3. Phase 3: The 80/20 Principle based on Price and B-BBEE status level contributor.

Points will be awarded to a bidder for attaining the B-BBEE status level of contributor in

accordance with the table below:

Points will be awarded to a bidder for attaining the B-BBEE status level of contributor in

accordance with the table below:

B-BBEE Status Level of Contributor Number of Points (80/20 system)

1 20

2 18

3 14

4 12

5 8

6 6

7 4

8 2

14 | P a g e

Non-Compliant contributor 0

10. Other Conditions:

Only bidders who obtain at least 70% under Functional/Technical Evaluation will be

considered for further evaluation in phase three on their price proposal and BEE

Status Level of Contributor.

Bidders are further requested to provide separate financial and technical proposals.

Bidders are requested to provide a clear agreement regarding joint

venture/consortia. The percentage involvement of each company in the joint

venture agreement should be indicated on the agreement. A trust, consortium or

joint venture must submit a consolidated B-BBEE Status Level Verification

Certificate for every separate bid.

Bidders are required to submit original and valid B-BBEE Status Level Verification

Certificates or certified copies thereof together with their bids, to substantiate their

B-BBEE rating claims. Current and valid original or certified B-BBEE Certificate or

Sworn Affidavit for Exempted Micro Enterprise (EME)/Qualifying Small Business

Enterprise (QSE) must be submitted. (Failure to submit a certificate will result in

scoring 0 for B-BBEE.);

A person will not be awarded points for B-BBEE status level if it is indicated in the

bid documents that such a bidder intends sub-contracting more than 25% of the

value of the contract to any other enterprise that does not qualify for at least the

points that such a bidder qualifies for, unless the intended sub-contractor is an EME

that has the capability and ability to execute the sub-contract.

A person awarded a contract may not sub-contract more than 25% of the value of

the contract to any other enterprise that does not have an equal or higher B-BBEE

status level than the person concerned, unless the contract is sub-contracted to an

EME that has the capability and ability to execute the sub-contract.

Fraudulent practices shall result in immediate disqualification.

NLC is under no obligation to accept any bid and reserves its right not to proceed

with the appointment of any service provider that responded to the invitation to

submit proposals, for whatever reasons it may consider appropriate.

The service provider to be appointed must display an unquestionable track record

and experience with positive feedback from their existing and previous clients;

15 | P a g e

The service provider must comply with all the laws and regulations of the Republic

of South Africa.

10. GENERAL GUIDELINES

10.1. Submission Instruction

Bids should be hand delivered to the address specified below: -

Phase 4A, Waverly Office Park

Phillip Frame Road, Chiselhurst

East London

5200

043 813 3510

012 432 1315

Please note that the Technical and Financial proposals should be submitted in two

(2) separate sealed envelopes clearly marked: Technical and Financial Proposal as

follows: -

Technical Financial

One (1) original One (1) original

Four (4) copies Four (4) copies

One (1) electronic copy (CD or USB) One (1) electronic copy (CD/USB)

Total submission of copies including original & CD = Twelve (12)

Bidders are requested to indicate on the cover of each document whether it is the original

document or a copy.

10.2. Late submission

Proposal received late shall not be considered. A proposal will be considered late if it

arrived one second after 11:00 am or any time thereafter. The tender (bid) box shall be

locked at exactly 11:00 am and bids arriving late will not be considered under any

circumstances. Bidders are therefore strongly advised to ensure that bids are dispatched

allowing enough time for any unforeseen events that may delay the delivery of the bid.

16 | P a g e

The official Telkom time (Dial 1026) will be used to verify the exact closing time.

10.3. No legal relationship

No binding legal relationship will exist between any of the bidders and the NLC until the

execution of a signed contractual SLA. The TOR document will not form part of any such

contract or arrangement.

10.4. Evaluation of offers

Each bidder acknowledges and accepts that the NLC may, at its absolute discretion, apply

selection criteria specified in this document for the evaluation of proposals for short listing/

selecting the eligible bidder(s).

10.5. Format of your proposal

The proposal should be presented in two sections i.e. Technical Proposal and Financial

Proposal.

10.5.1 Technical proposal format

Bidders are at liberty to structure their Proposals according to any format, as long

as it covers all areas specified in this document. The Technical proposals will be

evaluated against the criteria detailed below.

10.5.2 Technical approach

The bidders should adhere to the TOR by elaborating on the services required, and

demonstrating whether the proposed process meets the requirements.

The bidder should demonstrate adherence to the TOR by elaborating on the

services required, and demonstrating whether the proposed process meets the

requirements.

Bidders must, at a minimum, cover the under-mentioned in their technical approach

and return as part of their submission:

17 | P a g e

How they propose to carry out the requirements to achieve the outcomes

identified in the terms of reference including any possible problems that

might hinder delivery and how they will avoid, or overcome, such

problems.

The position(s) involved in the direct delivery of the service to be provided

and in the overall management of the work and the names of the people

who will fill these positions. Provide information in a table format e.g.:

Name Position Duties/

activities

Turnaround time to

complete task

10.6 Disclosures

The bidder must disclose:

If they are or have been the subject of any proceedings or other arrangements

relating to bankruptcy/ insolvency.

If they have been convicted of, or are the subject of any proceedings, relating

to:

- A criminal offence or other offence, involving the activities of a criminal nature in its

organisation or found by any regulator or professional body to have committed

professional misconduct.

- Corruption, including the offer or receipt of any inducement of any kind in relation to

obtaining any contract with any contracting authority.

- Failure to fulfil any obligation in any jurisdiction relating to the payment of taxes and

other legal obligations.

If a bidder or related company or any individual discloses details of any previous

misconduct or complaint, the NLC will seek an explanation and background

details from them. At the sole discretion of the NLC, an assessment as to

whether the bidder will be allowed to continue to the next phase of the

evaluation phase will then be made.

Disclosure extends to any company in the same group of the bidder, including

but not limited to parent, subsidiary and sister companies, companies with

common shareholders (whether direct or indirect) and parties with whom the

bidder is associated in respect of this tender.

18 | P a g e

10.7 Disclaimer

The NLC reserves the right not to appoint a service provider.

The NLC also reserves the right to:

Award the contract or any part thereof to one or more service providers;

Reject all bids;

Decline to consider any bids that do not conform to any aspect of the bidding

requirements;

Request further information from any bidder after the closing date for clarity

purposes;

Cancel this tender or any part thereof at any time;

Should any of the above occur, it will be communicated in writing to the

bidders.

10.8 Confidentiality

Bids submitted will not be revealed to any other bidders and will be treated as

contractually binding;

All information pertaining to the NLC obtained by the bidder as a result of

participation in this RFP is confidential and must not be disclosed without written

authorisation from the NLC; and

The successful bidder will be expected to sign a SLA with the NLC.

10.9 Disqualification

Any form of canvassing/lobbying/influence regarding the short listing will result

in disqualification;

Any non-disclosure of any other information pertaining to this bid will result in

disqualification;

Non-compliance with the bid requirements will invalidate the bid; and

Non-compliance with all the applicable Acts, Regulations and by-laws will result

in the disqualification of the bid.

19 | P a g e

10.10. Prices

All services’ pricing should be inclusive of all taxes etc. and payment shall be

made in South African Rand;

The NLC may require a breakdown of rates on any of the items priced and the

bidders are to provide same without any additional cost and also provide a

“Pricing Grid” or “Transaction Fee Schedule”; and

The total amount should be carried out on the Standard Bidding Form (SBD1).

10.11. Prices adjustments

No price adjustment

10.12. Validity

A proposal shall remain valid for ninety (90) days after the closing date of the

submission for proposals. A proposal which is valid for a shorter period may be

rejected by the NLC for non-responsiveness; and

In exceptional circumstances, the NLC may solicit the bidder’s consent to an

extension of the period of the validity of the bid. The request and responses thereto

shall be made in writing. A bidder that has been granted the request will neither be

required nor permitted to modify the Proposal.

10.13. Signatories

All responses to this RFP should be signed off by the authorised signatories of the

bidder.

11. LOCAL PRODUCTION AND CONTENT

The NLC promotes Local Production and Content. In the case of designated sectors,

only locally produced goods, services or works or locally manufactured goods, with a

stipulated minimum threshold for local production and content will be considered. NLC

reserves the right at its sole discretion to set minimum thresholds for sectors which may

20 | P a g e

not have been declared as designated sectors by the Department of Trade & Industry

(DTI) in an effort to stimulate local production and content where relevant.

12. CLARIFICATIONS / ENQUIRIES

Telephonic request for clarification will not be considered. Any clarification required by

a bidder regarding the meaning or interpretation of the TOR or any other aspects

concerning the bid is to be requested in writing (letter, facsimile or e-mail) from the below

contact persons. The bid reference number should be mentioned in all correspondence.

12.1 Bid Enquiries

Name and Surname: Tshepiso Mahlake

E-mail: [email protected]

Telephone: 012 432 1315

Enquiries received will be responded to within two (2) working days of receiving the

enquiry.

THE NLC IS NOT OBLIGED TO ACCEPT THE LOWEST OR ANY BID AND RESERVES

THE RIGHT TO ACCEPT ANY BID IN WHOLE OR PART

mailto:[email protected]

Igniting Distinctive Quantity Surveying

RENOVATIONS AND REFURBISHMENTS TO “07 ROCHESTER

STREET, VINCENT”

EAST LONDON PROVINCIAL OFFICE (VINCENT)

SCOPE OF WORKS


INDEX

1-VISUAL SCOPE OF WORKS

2-NARATED SCOPE OF WORKS

1-VISUAL SCOPE OF WORKS


PROPOSED RENOVATIONS AND REFURBISHMENT –WORKS APPROACH

Existing roof structure to be

removed completely


Floor coverings to be removed and

replaced with new.


Demolish wall as shown on plans

and make good.


Remove existing floor coverings and prepare the floor to receive new

floor coverings.

Remove existing sanitaryware



Demolish existing

timber staircase in

preparation for new

concrete staircase

Remove floor carpeting and

prepare the floor to receive new

floor coverings.


2-PROVISIONAL SCOPE OF WORKS

Remove existing

door and frame,

brick up exiting door

opening as shown on

plans and make

good.


1. YARD WOKS:

External works

Supply and install NLC’s new signage according to NLC’s spec

Supply and install new landscaping as per the NLC’s spec

Dismantle existing steel parking carport in preparation for the extension of the building

Remove all external paving works and concrete blocks and send to the salvage yard to be packed

according to the project managers instruction

Installation of new paving work according to Architectural designs

Remove all kerbs and any other precast units and send to the salvage yard

Install new concrete kerbs and channels as per the architectural design

Remove shrubs and trees and send to the salvage yard

Supply and Install new parking carports according to NLC’s spec


2. Building works:

Internal works

Remove existing floor tiles

Prepare floor surface to receive new floor tiles

Supply and install non slippery floor tiles on open plan and with carpet on enclosed offices

according to NLC’s spec



Remove and replace existing doors as per NLC’s spec

Remove existing, reasonably damaged doors and handover to employer

Supply and install doors, to replace damaged, according to NLC’s spec


Remove existing, reasonably damaged ceiling boards and cornices

Supply and install ceiling boards and cornices, to replace the damaged, according to NLC’s spec

Prepare existing internal walls to receive new paint and/or finish

Paint existing internal walls according to the NLC’s spec

Remove reasonably damaged window frames

Supply and install window frames, to replace the damaged, according to NLC’s spec

Prepare window frames to receive new paint

Paint window frames according to NLC’s spec

Remove existing, reasonably damaged window sills

Supply and Install window sills, to replace the damaged, according to NLC’s spec

Remove existing kitchen cupboard, Bedroom cupboards and drawers and handover to the employer

Supply and install new or re-use existing kitchen cupboards and drawers to match with NLC’s spec

Remove existing counters and handover to the employer


Supply and Install new counters according to NLC’s spec

Remove reasonably damaged air conditioner and handover to employer and/or Re-use air conditioners

which are reasonably in a good condition and serviceable

Supply and install new air conditioner according to NLC’s spec

Prepare existing painted doors to receive new paint


Remove damaged windows and handover to the employer

Supply and install windows to replace the existing windows, according to the NLC’ s spec

Supply and install ceiling boards and cornices according to NLC’s spec

Paint ceiling boards and cornices according to NLC’s spec

Remove existing burglar bars/grills

Install new burglar bars/grills according to NLC’s spec

Paint burglar bars/grills according to NLC’s spec

Remove steel/metal works and hand over to the employer

Install new steel/metal works according to NLC’s spec

Paint steel/metal works to receive new painting according to NLC’s spec

Remove existing sanitary fittings and handover to employer

Supply and install new sanitary fittings according to NLC’s spec

Remove existing wall tiles

Prepare wall surface for new tile installation

Supply and install wall tiles according to NLC’s spec

Remove existing plumbing and drainage and handover to employer

Supply and install new plumbing and drainage

Paint all internal and external face brick walls according to PRASA spec


External works

Roofs:

Completely remove existing roof structure and hand over to the employer

Prepare walls up to beam filling level for installation of new roof structure

Install a completely new roof structure according to NLC’s spec

External Walls: Extension to existing structure

Break and/or demolish existing walls as per structural design

Excavations for new brick walls

Concrete works in foundations for external brick walls

Plaster to external walls

Paint and/or finish to walls as per NLC’s spec

Prepare existing walls to receive new paint


Prepare external wall to receive new paint and/or finish

Paint and/or finish to external walls according to NLC’s spec


3. Miscellaneous Work- Installations

Supply and install security system

Installation of new parking Car-ports

Supply and install WIFI

Supply and install general lighting including DB box etc.

Rubble removal and site cleaning

Remove only damaged rainwater goods and handover to employer

Supply and install rain water goods according to NLC’s spec

Paint all existing and new rainwater goods according to NLC’s spec

Supply and Install upgraded IT system according to NLC’s spec

Supply an installation of water supply

Supply and installation of Standby Generator

Supply and installation of fire extinguishers

Risk assessment to be done

37 m²Board room

35 m²Open plan office

13 m²Meeting room

8 m²Sick bay

8 m²Server room

33 m²Dining

RedundantRoom

Kitchen

19 m²Office 3

19 m²Office 2

25 m²Office 1

19 m²Reception area

14 m²Office 4

14 m²Kiosk

8 m²Female

WC?

25 m²Waiting area

10 m²Male

3 m²Para

5

A102

6

A102

500mm line of roof overhang

110Ø pvc soilpipe invert level min 450 with min fall 1:60 to sewer connection

IE

110Ø

pvc

soi

lpip

e in

vert

leve

l min

450

w

ith m

in fa

ll 1:

60 to

sew

er c

onne

ctio

n

500m

m li

ne o

f ro

of o

verh

ang

1000

mm

line

of

roof

ove

rhan

g

500m

m li

ne o

f ro

of o

verh

ang

D06

D06

D06

D06

D06

D06

D06

D06

D06D06

D05

59

W02

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W01

W03

W03

D06

D05

D0359

D04

W05W

05

W04

D06 D06

D06

D06D06

D06

D06

D05

D01

D06

D06

D02W05 W03 W03 W03 W03 W03 W03W05

D06

W03

1.2.3.3.4.5.6.

270 5506 270 4210 110 980 110 3706 220 5730 270

270 871 270 3733 220 10071 220 5457 270

270 20842 270

1141 4003 632 9609 5997

21382

2706

1022

035

2022

014

8011

010

0011

013

0011

022

1111

022

1122

010

7011

042

8822

0

270

4350

220

1480

270

2140

270

3817

110

2868

110

4200

110

4200

110

4300

270

270

6050

270

2140

270

3817

270

2548

270

1292

027

0

270

2855

527

0

1346

025

4843

5721

4065

90

2909

5

27061

088

0

270 2141 220 1600 110 1850 110 3955 110 4796 220 1200 110 3660 270490

270

270 2141 220 1540 110 900 110 900 110 1350 110 900 110 900 110 3381 110 890 110 890 220 5730 270

270 20842 270

2411 12701 6270

21382

220

3520

220

3160

110

925

110

4317

220

1090

110

2448

110

1730

220

220

5488

220

4132

270

3190

270

760

220

3520

220

220

1807

022

0

3960

760

3460

5075

5255

1851

0

440

110

1265

110Ø pvc soilpipe invert level min 450 with min fall 1:60 to sewer connection

IE IEIEIEIEIEIE

IE IE

IE IE

IE

IE

IE

10201020

00

0

-85

0

existing staircase to be demolished

1000

1000

new concrete staircase rise 170 mmtread 255 mm

Re

Re

wall to be demolished as shown on plans and make good all trades.

remove existing door and frame, bricked up existing door opening as shown on plans and make good all trades.

new

ope

ning

as

show

n on

pl

ans

and

mak

e go

od a

ll tra

des.

all counters and counter topsby specialist to client's specifications

Pass

age

tile

Interlocking concrete pavers


2000

2500

grass

grass

NOTE :All final levels to bedetermined in site.Please consult Architectfor confirmation.

IBR Kliplock 686 sheeting Colour:Sunset Red. fixed on evenly space battens. Industrial roof insulation on battens on pre-manufactured timber trusses to Roof truss contractors specifications. 100mm aerolite above ceiling insulation.

150mm Concrete Slab to Structural Engineer's Detail Slab Soffit to be Painted White

parapet wall

1 2 3 4

5

6

2500

2000

2000

4500

R o

c h

e s

t e

r S

t r e

e t

Erf:8470

55.10m


Erf:

Existing house

Erf:8471


55.10m

55.1

0m55.1

0m

NO

obs

truct

ion

Vehi

cle

Entra

nce

Bell

mou

th e

ntra

nces

(to

be

cons

truct

ed w

ith h

eavy

dut

y ke

rbin

g at

a ra

dius

of 6

, 5

MIN

25m

m

ASPH

ALT

2m building line

2m b

uild

ing

line

4.5m

bui

ldin

g lin

e

2m building line

grass

grass

Existing Garage

prop

osed

814

Erf:8472

stormwater run-off

stormwater run-off stormwater

run-off

stormwater run-off

stormwater run-off

stormwater run-off

Ex. e

ntra

nce

Ex. e

ntra

nce

ARCHITECTS:

[email protected]______www.80something.co.za

Owner:

Scale:

Sheet:

Revision:

Designed By

Drwawing No.

Checked

Drawn By

Drwawing title:

Sign.

Sign.

Sign.

SACAP: (PrArch) Reg. No. 5830

.........................................................Lusapo John Walaza

No. 9 Sterre road, Nancefield, Gauteng, 1811TEL : (011) 945 1210FAX : 086 602 6488

Consultans:

Client:

NOTES:BASED ON THE NATIONAL BUILDING REGULATIONS AND SABS Code of Practice 0400-1987.

B STRUCTURAL NOTESThe design of the STRUCTURAL ELEMENTS AND COMPONENTS will be carried out by a PROFESSIONAL ENGINEER who has certified that the design complies with the requirements of The National Building Regulations.

C ROOM DIMENSIONSHABITABLE ROOMS will have a floor area of not less than 6sqm, a minimum horizontal dimension of not less than 2m and a minimum height of 2,4m.

D PUBLIC SAFETYThe edge of any CHANGE OF LEVEL more than 1m above any adjacent level is provided with a BALUSTRADE or PARAPET WALL not less than 1m high and such balustrade will not have any openings larger than 100mm.

E DEMOLITION WORKAll demolitions, including protection of the public, will be executed in strict accordance with Part E of The National Building Regulations.

F SITE OPERATIONSAll site operations, including protection of the public, will be executed in strict accordance with Part F of The National Building Regulations under the supervision of the ARCHITECT and the ENGINEER.Approved sanitary facilities for all personnel will be available before the commencement of and throughout the duration of the building operations.SOIL POISONING: The ground area prescribed in code of practice SABS 0124 shall be treated in accordance with the recommendations of SABS 0124.

G EXCAVATIONS, H FOUNDATIONS, J FLOORS, K WALLSParts G, H, J and K will be designed by a PROFESSIONAL ENGINEER and will be executed in strict accordance with the National Building Regulations and SABS 0400.Approved DAMP-PROOF COURSING (as SABS 248,952 or 298) extending the full thickness of walls to be installed at all WALLS at the level at the TOP of the SURFACE BED at least 150mm above the adjoining ground and at all WINDOW SILLSAn approved VERTICAL WATERPROOF MEMBRANE to be fitted where a WALL of a room is in contact with the ground.Roofs to be ANCHORED to walls in compliance with clause KK13 of The National Building Regulations.

L ROOFSSee sections and roof plans for notes and details.

O LIGHTING AND VENTILATIONHABITABLE ROOMS to be provided with WINDOWS.The total area of any such window is to be not less than 10% of the floor area served by it for NATURAL LIGHT, and such window will be provided with opening sections for NATURAL VENTILATION the total area of which will not be less than 5% of the floor area of the room, or 0.2sqm, whichever is the greater.

P DRAINAGESINGLE STACK and 2 PIPE SYSTEMS as shown complying with Part P of the National Regulations and comprising the following:-100∅ DISCHARGE STACKS, SOIL DISCHARGE PIPES, DRAINS and STACK VENTS of approved material.50 dia SOIL DISCHARGE PIES to urinals.40 dia WASTE DISCHARGE PIPES to wash hand basins's, showers, baths, sinks discharging to single stacks.GULLY to comply with P29.

All waste fittings to have RESEALING TRAPS and water seals not less than 65mm.ACCESS to the drainage installation to be provided by adequately marked and protected and permanently accessible RODDING EYES at all changes of direction, within 1,5m of the drain connection to the sewer, at the highest point of the drain and at 25m intervals along the line of the drain.INSPECTION EYES at all bends and junctions.

Block D, Hartfied Gardens333 Grosvernor Street

Hartfield, Pretoria0083

Tell: 012 632 1300

Srsqs Quantity SurveyorsCnr. John Vorster & Karee StreetSouthdowns Office Park,block D

Centurion, Irene.0157

Tell: 012 665 0996

2018/10/25 7:55:42 AM

As indicated

Floor, Roof and Site layout plan

Author

Checker

Designer

Project Number A101

ADDITIONS ANDALTERATIONS TO EXISTINGHOUSE ON Erf. No. 8470, 7

ROCHESTER STREETVINCENT, EAST LONDON

1 : 10001 Ground Floor level

Area scheduleArea of site

Ground floor

Proposed

existing house

Total

Coverage

F.a.r

Coverage Percentage

945m²

200.90m²

233.00m²

474.90m²

50%

1 : 200Roof Layout Plan

1 : 20000 Site Floor Plan2

existing garage 41m²

474.90m²

STRAPPING

METAL APRONFLASHING

DERBIGUM STAR

DERBIGUM COLLAR

CUT

Ground Floor level0

Window level2125

Underside Of Slab2890

Level 83145

Level 93910

Level 101020


all windows and doors as per schedule


15 mm plaster & paint to owner's choice


Ground Floor level0

Window level2125






Level 7-1615

Level 83145

Level 101020





Ground Floor level0

Window level2125


Level 7-161525

5

Level 83145

Level 93910

Level 101020




150mm Concrete Slab to Structural Engineer's Detail Slab Soffit to be Painted White


Ground Floor level0

Window level2125


Office 3?Office 4

?Female

?Male

?

GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OF THE

ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT MINIMUM OF 255

BELOW FGL AND COVERED WITH HARDPACKED SOIL.

40mm SCREED 100mm SURFACEBED ON 250 MICRON USB GREEN FILLING AS PER ENGINEER ON COMPACTED GROUND FILLING IN

LAYERS NOT EXCEEDING 150mm MAX - ALL TO ENGINEER


700 x 300 min 25mpa concrete foundation to engineers

specification min. 255 below nglDRAINAGE AROUND THE STRUCTURE MUST BE CONTROLLED IN ORDER TO KEEP THE FOUNDATION DRY. THE GROUND SURFACE AROUND THE WALL MUST BE

SHAPED WITH A POSITIVE FALL AWAY FROM THE WALL. AN IMPERMIABLE APRON OF 1.5 - 2m WIDE MUST BE FORMED AROUND THE WALL AND RAINWATER MUST BE

LED AWAY FROM THE WALL TO PREVENT PONDING OF WATER ABOVE THE FOUNDATION.

IBR Kliplock 686 sheeting Colour:Sunset Red. fixed on evenly space battens. Industrial roof insulation on battens on pre-manufactured timber trusses to Roof truss contractors specifications. 100mm aerolite above ceiling insulation.4mm Torched on Derbigum Waterproofing on

40mm min Cement Screed to Fall on170mm Concrete Slab to Structural Engineer's DetailSlab Soffit to be Painted White

dpc to be incorporated beneath all window cills and

underneath all floors


10°

Ground Floor level0

Window level2125


Level 7-1615

2720

2720

Level 83145

Level 93910

Level 101020

2465

2125

220

506

2890

GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OF THE

ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT MINIMUM OF 255

BELOW FGL AND COVERED WITH HARDPACKED SOIL.

40mm SCREED 100mm SURFACEBED ON 250 MICRON USB GREEN FILLING AS PER ENGINEER ON COMPACTED GROUND FILLING IN

LAYERS NOT EXCEEDING 150mm MAX - ALL TO ENGINEER


700 x 300 min 25mpa concrete foundation to engineers

specification min. 255 below ngl

DRAINAGE AROUND THE STRUCTURE MUST BE CONTROLLED IN ORDER TO KEEP THE FOUNDATION DRY. THE GROUND SURFACE AROUND THE WALL MUST BE

SHAPED WITH A POSITIVE FALL AWAY FROM THE WALL. AN IMPERMIABLE APRON OF 1.5 - 2m WIDE MUST BE FORMED AROUND THE WALL AND RAINWATER MUST BE

LED AWAY FROM THE WALL TO PREVENT PONDING OF WATER ABOVE THE FOUNDATION.


4mm Torched on Derbigum Waterproofing on40mm min Cement Screed to Fall on170mm Concrete Slab to Structural Engineer's DetailSlab Soffit to be Painted White

dpc to be incorporated beneath all window cills and

underneath all floors

Open plan office?

Office 4?

10°

10°


100

Architect's specification* Final corbelling detail to

match existingplastered to

MinimumDUAL REINFORCED DERBIGUM SP4

Coping to specification

Screed to fall

Fillet min. 50/50mm

Internal face

overlap

100

fully sealed using COLDBOND90 or Torch Fusion

rendered smooth

Roof slab to Engineersspecification

Stepped dpc

towards rwp

Glass fibre/polyester counter flashing overcoated with GEOFLEX

min 1:100Screed to fall

fully sealedDERBIGUM SP4

400x400 SP4 pad

Slab to specification

dressed into outlet

ARCHITECTS:


Owner:

Scale:

Sheet:

Revision:

Designed By

Drwawing No.

Checked

Drawn By

Drwawing title:

Sign.

Sign.

Sign.




Consultans:

Client:














Tell: 012 632 1300



Tell: 012 665 0996

2018/10/25 7:55:59 AM

1 : 100

Elevations and Sections

Author

Checker

Designer

Project Number A102



1 : 100East

1 : 100North

1 : 100South

1 : 100West

1 : 100Section 1

1 : 100Section 2

drainage outlet for roof slabsParapet detail for roof slabs

600

600

600

1800

2125

W01

26

Window No.

Quantity

Type of frame

Finish

Mechanism/Fittings

Standard extruded aluminum window framePowder-coated finish, color to color scheduleAll standard mechanisms / fittings as normally required for such a window

Glazing Type of glass : clear / obscure float glass. Glass thickness : to NBR (see glass schedule : title block)

fitting of Glass Glass to be factory fitted to manufacturer's specification

2125

W02

02

Standard extruded aluminum window framePowder-coated finish, color to color scheduleAll standard mechanisms / fittings as normally required for such a windowType of glass : clear / obscure float glass. Glass thickness : to NBR (see glass schedule : title block)Glass to be factory fitted to manufacturer's specification

2125 30

060

0

900

600

W03

09


DOOR DESCRIPTION

DOOR FRAME

DOOR FINISH

QUANTITY

18820MM X 2125MM ALUMINIUM HINGED DOUBLE DOOR WITH MIDRAIL HUNG ON PAIR OF ALUMINIUM BUTTS,GLAZED IN ACCORDANCE WITH SANS 10160:2010, SANS 10137:2002, SANS 10400:2010 (PART N OFSECTION 3) AND SANS 1263:2006, ALL IN ACCORDANCE WITH AAAMSA SELECTION GUIDE FOR GLAZEDALUMINIUM ARCHITECTURAL ALUMINIUM PRODUCTS.

D01

01

PURPOSE-MADE ALUMINIUM FRAME, MANUFACTURED FROM STANDARD ALUMINIUM SECTIONS.PURPOSE-MADE ALUMINIUM FRAME, MANUFACTURED FROM STANDARD ALUMINIUM SECTIONS.

STANDARD POWDER COATED WHITE TO MANUFACTURERS SPECIFICATIONS

ironmongery

GLAZING 6,38MM ENVIROSAFE CLEAR SAFETY LAMINATE N.S.

5000

1014 990 990 990 1014

D04

01

ALUMINIUM HINGED FOLDING DOOR WITH MIDRAIL HUNG ON PAIR OF ALUMINIUM BUTTS,GLAZED IN ACCORDANCE WITH SANS 10160:2010, SANS 10137:2002, SANS 10400:2010 (PART N OFSECTION 3) AND SANS 1263:2006, ALL IN ACCORDANCE WITH AAAMSA SELECTION GUIDE FOR GLAZEDALUMINIUM ARCHITECTURAL ALUMINIUM PRODUCTS.



6 MM ENVIROSAFE CLEAR SAFETY LAMINATE N.S.

2465

D03

01

D06

25

D02

01

D05

03

925

GENERAL NOTES:1. THE CONTRACTOR IS REQUIREDTO CHECK THAT NONE OF THE PAGES ARE MISSING OR DUPLICATED. IF ANY PART OF THIS SCHEDULE ISINDISTINCT OR CONTAINS ANY OBVIOUS ERRORS, THE CONTRACTOR MUST MAKE WRITTEN APPLICATION TOTHE ARCHITECT TO HAVE SUCH ERRORS RECTIFIED.2. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE EXTERNAL ELEVATIONS.3. DOOR FRAMES AREA TO BE ADEQUATELY PROTECTED AGAINST DAMAGE AND SPOILING AFTERFIXING INTO POSITION.4. GLASS SHALL BE FREE FROM FLAWS, SPECKS, SCRATCHES, BUBBLES AND ANY OTHER DEFECTS,AND SHALL BE CLEANED DOWN UPON COMPLETION. BROKEN GLASS SHALL BE REPLACED AT THECONTRACTOR'S EXPENSE.5. EVERY WINDOW IS TO BE TESTED UPON COMPLETION OF THE CONTRACT, ADJUSTED WHERENECESSARY AND LEFT IN PERFECT WORKING ORDER.6. FRAMES AND LININGS ARE TO BE ADEQUATELY PROTECTED AGAINST DAMAGE AND SPOILINGAFTER FIXING IN POSITION.7. ALL WINDOWS ARE TO HAVE FACTORY FITTED BURGLAR BARS.8. GLASS TO BE MARKED IN ACCORDANCE TO SABS 0137-200 CODE OF PRACTICE.9. ALL EXTERNAL DOORS TO BE FITTED WITH WEATHER STRIP

Note:All dimensions to be checkedand verified on site prior tomanufacture.Allow for a clear silicone bead allaround both sides of windowframe.All juctions of aluminiumsections to be sealed with clearsilicone bead all around tomanufacturer's recomendationswhere cut & mitred.

Note:All glazing to be executed strictly in conformancewith the glassmanufacturers recommendations and all inaccordance with the National BuildingRegulations.Clear glass in accordance with DSS SANS10400-XA, Part X: Evironmental Sustainability &Part XA: Energy Usagein Buildings and SANS 204 for energy effieciencyin buildings, SABS 0400,SABS 1263 andAAAMSA selection guide for safety glazingmaterials.

Swartland Cape Culture door frame with full glass with 90 x 70mm rebated, moulded, grooved and weather grooved hardwood door frame with full glass toplight and 90 x 44mm splay rebated, grooved and weather grooved sealed with a linseed oil basedtransit stabilizing sealer.



6 MM ENVIROSAFE CLEAR SAFETY LAMINATE N.S.

Sand down new timber surface to a fine smooth finish and apply three coats Swartland Maxicare Mahogany quality timber sealant (Code: MC/W/MAH/1), all in accordance with the manufacturer`s recommendations.

Sand down new timber surface to a fine smooth finish and apply three coats Swartland Maxicare Mahogany quality timber sealant (Code: MC/W/MAH/1), all in accordance with the manufacturer`s recommendations.

Swartland Cape Culture door frame with full glass toplight with 90 x 70mm rebated, moulded, grooved and weather grooved hardwood door frame with full glass toplight and 90 x 44mm splay rebated, grooved and weather grooved sealed with a linseed oil basedtransit stabilizing sealer.

44mm semi-solid core door size 813 x 2032mm with Masonite Plain standard S.A.B.S approved hardboard,on both sides for door size 813 x 1882mm high.

Stop, fill, sand down and prepare wood surfaces. Apply one coat Wood Primer, one coat Universal Undercoat, two coats Super Universal Enamel paint to new interior general wood surfaces.All applied in strict accordance to manufacturersColour: As per colour schedule.

105 x 50mm moulded and rebated hardwood door frame, overall size 889 x 2090mmsuitable for single door with fan light, size 813 x 2032mm high.

N/A 6 MM ENVIROSAFE CLEAR SAFETY LAMINATE N.S. N/A

Cylinder lockset with hollow brushed stainless steel or aluminium furniture as per Dorma, or similar approved by the Architect.




AS PER MANUFACTURER'S SPECIFICATIONAS PER MANUFACTURER'S SPECIFICATION

813 X 2032 X 40MM THICK "TDM" SEMI SOLID DOOR WITHCOMMERCIAL VENEER BOTH SIDES AND 2 HARDWOODCONCEALED EDGES.

556

600 900 600

2100600

W04

01



W04

05

600

600

1200

600 600 600

1800 900

600

300 90

0

2125

8931480 815

Office 1

Meeting room

Board room

Filing room

Server room

Waiting area

Reception

Kitchen

Office 2

Office 3

Office 4

Dining

V. Male toilets

V. Female toilets

O. Male toilets

O. Male toilets

Sick Bay

Floor Skirting Wall Ceiling

Approved 12.7mm x 120mm x1200mm stained and sealed mahogany floor planks with brushed aluminium strips inlays

330x330mm ceramic floor tiles code: un 512. fixed with a min 5mm bed of rapid hardening adhesive and grouted with 3mm flush joints




600 mm x 600 mm Porcelain tiles or similar




Open space & Passages

Floorworx Laminated Floor or similar approvedStrip design boards size 1225 x 200 x 7mm thick water proof membrane layer lapped 200mm including 40mm turn

Floorworx Laminated Floor or similar approvedStrip design boards size 1225 x 200 x 7mm thick water proof membrane layer lapped 200mm including 40mm turn

carpet 100% recycled matirial colour blue

carpet 100% recycled matirial colour blue





raised floor to manufacture's specification

75x19mm meranti skirting sand papered, 1 coat sanding sealer, 3 coats clear varnish screwed and plugged to wall with counter sunk screws at 450mm c/c.














2 x coats eggshell acrylic1 x coat undercoat1 x coat smooth gypsum plaster1 x coat cement plaster

200x200mm glazed ceramic wall tiles fixed with prof adhesive & pointed with 3mm flush joints to 2200mm high. above 2200mm; 2 x coat eggshell acrylic, on 1 x undercoat, on 2 x coats plaster.

















2 x coats acrylic paint, 1 x undercoat to plastered 6.4mm thick gypsum ceiling, sand papered, sealed and primed with 2x50mm fibre glass insulation laid crosswise with a single sheet of kraft paper laid underneath.














SANITARYWARE

Basins –Manufactured of acrylic material (white colour) as per developer’s preferred choice and range.

Toilets –Wall - hung (white colour) with Geberit or similar system as per developer’s preferred choice and range.

Mixers (wash hand basin, bath and or shower) -Grohe or similar as per developer’s preferred choice and range.

Kitchen sink -Stainless steel double bowl sink as per developer’s preferred choice and range.

Accessories -toilet roll holder and towel rail per bathroom and as per developer’s preferred choice and range.

FOUNDATIONS

Concrete strip footings –As per approved plans and Engineer’s detail.STRUCTURE

Main dwelling to have 2220mm external cavity and 110mm partition internal walls (where indicated)

Reinforced pre-cast concrete lintels over all openings.

Concrete deck to be precast.

MISCELLANEOUSMechanical ventilation in compliance with the NBR where needed, natural ventilation will be provided where practical

The material specified in this specification will serve only as a guideline and the developer reserves the right to amend the specification at his sole discretion. Any deviation in specification will be of similar quality.

2141

2125

595

2720

ARCHITECTS:


Owner:

Scale:

Sheet:

Revision:

Designed By

Drwawing No.

Checked

Drawn By

Drwawing title:

Sign.

Sign.

Sign.




Consultans:

Client:














Tell: 012 632 1300



Tell: 012 665 0996

2019/01/10 3:45:18 PM

1 : 100

Doors, Window & Finishingschedule

Author

Checker

Designer

Project Number A103



1 : 100Doors, Window & Finishing schedule

SBD1

1

PART A INVITATION TO BID

YOU ARE HEREBY INVITED TO BID FOR REQUIREMENTS OF THE (NAME OF DEPARTMENT/ PUBLIC ENTITY)

BID NUMBER: NLC/2019 -04 CLOSING DATE: 15 MARCH 2019 CLOSING TIME: 11:00

DESCRIPTION APPOINTMENT OF A SERVICE PROVIDER TO CONVERT A RESIDENTIAL BUILDING TO AN OFFICE BUILDING FOR THE NATIONAL LOTTERIES COMMISSION IN THE EASTERN CAPE PROVINCE (EAST LONDON OFFICE)

BID RESPONSE DOCUMENTS MAY BE DEPOSITED IN THE BID BOX SITUATED AT (STREET ADDRESS)

NATIONAL LOTTERIES COMMISSION (NLC), Phase 4A, Waverly Office Park, Phillip Frame Road, Chiselhurst, East

London

BIDDING PROCEDURE ENQUIRIES MAY BE DIRECTED TO TECHNICAL ENQUIRIES MAY BE DIRECTED TO:

CONTACT PERSON Tshepiso Mahlake / Bojane Mosima CONTACT PERSON Simon Fete

TELEPHONE NUMBER 012 432 1315 / 1344 TELEPHONE NUMBER 012 432 1515

FACSIMILE NUMBER FACSIMILE NUMBER

E-MAIL ADDRESS [email protected] E-MAIL ADDRESS [email protected]

SUPPLIER INFORMATION

NAME OF BIDDER

POSTAL ADDRESS

STREET ADDRESS

TELEPHONE NUMBER CODE NUMBER

CELLPHONE NUMBER

FACSIMILE NUMBER CODE NUMBER

E-MAIL ADDRESS

VAT REGISTRATION

NUMBER

SUPPLIER

COMPLIANCE STATUS

TAX

COMPLIANCE

SYSTEM PIN:

OR

CENTRAL

SUPPLIER

DATABASE

No: MAAA

B-BBEE STATUS

LEVEL VERIFICATION

CERTIFICATE

TICK APPLICABLE BOX]

Yes No

B-BBEE STATUS LEVEL SWORN

AFFIDAVIT

[TICK APPLICABLE BOX]

Yes No

[A B-BBEE STATUS LEVEL VERIFICATION CERTIFICATE/ SWORN AFFIDAVIT (FOR EMES & QSEs) MUST BE SUBMITTED IN ORDER TO QUALIFY FOR PREFERENCE POINTS FOR B-BBEE]

ARE YOU THE

ACCREDITED

REPRESENTATIVE IN

SOUTH AFRICA FOR

THE GOODS

/SERVICES /WORKS

OFFERED?

Yes No

[IF YES ENCLOSE PROOF]

ARE YOU A FOREIGN BASED

SUPPLIER FOR THE GOODS /SERVICES /WORKS OFFERED?

Yes No

[IF YES, ANSWER PART B:3 ]

QUESTIONNAIRE TO BIDDING FOREIGN SUPPLIERS

IS THE ENTITY A RESIDENT OF THE REPUBLIC OF SOUTH AFRICA (RSA)? YES NO

DOES THE ENTITY HAVE A BRANCH IN THE RSA? YES NO

DOES THE ENTITY HAVE A PERMANENT ESTABLISHMENT IN THE RSA? YES NO

DOES THE ENTITY HAVE ANY SOURCE OF INCOME IN THE RSA? YES NO

IS THE ENTITY LIABLE IN THE RSA FOR ANY FORM OF TAXATION? YES NO IF THE ANSWER IS “NO” TO ALL OF THE ABOVE, THEN IT IS NOT A REQUIREMENT TO REGISTER FOR A TAX COMPLIANCE STATUS SYSTEM PIN CODE FROM THE SOUTH AFRICAN REVENUE SERVICE (SARS) AND IF NOT REGISTER AS PER 2.3 BELOW.

SBD1

2

PART B TERMS AND CONDITIONS FOR BIDDING

1. BID SUBMISSION:

1.1. BIDS MUST BE DELIVERED BY THE STIPULATED TIME TO THE CORRECT ADDRESS. LATE BIDS WILL NOT BE ACCEPTED FOR

CONSIDERATION.

1.2. ALL BIDS MUST BE SUBMITTED ON THE OFFICIAL FORMS PROVIDED–(NOT TO BE RE-TYPED) OR IN THE MANNER PRESCRIBED IN THE BID DOCUMENT.

1.3. THIS BID IS SUBJECT TO THE PREFERENTIAL PROCUREMENT POLICY FRAMEWORK ACT, 2000 AND THE PREFERENTIAL

PROCUREMENT REGULATIONS, 2017, THE GENERAL CONDITIONS OF CONTRACT (GCC) AND, IF APPLICABLE, ANY OTHER SPECIAL

CONDITIONS OF CONTRACT.

1.4. THE SUCCESSFUL BIDDER WILL BE REQUIRED TO FILL IN AND SIGN A WRITTEN CONTRACT FORM (SBD7).

2. TAX COMPLIANCE REQUIREMENTS

2.1 BIDDERS MUST ENSURE COMPLIANCE WITH THEIR TAX OBLIGATIONS.

2.2 BIDDERS ARE REQUIRED TO SUBMIT THEIR UNIQUE PERSONAL IDENTIFICATION NUMBER (PIN) ISSUED BY SARS TO ENABLE THE

ORGAN OF STATE TO VERIFY THE TAXPAYER’S PROFILE AND TAX STATUS.

2.3 APPLICATION FOR TAX COMPLIANCE STATUS (TCS) PIN MAY BE MADE VIA E-FILING THROUGH THE SARS WEBSITE

WWW.SARS.GOV.ZA.

2.4 BIDDERS MAY ALSO SUBMIT A PRINTED TCS CERTIFICATE TOGETHER WITH THE BID.

2.5 IN BIDS WHERE CONSORTIA / JOINT VENTURES / SUB-CONTRACTORS ARE INVOLVED, EACH PARTY MUST SUBMIT A SEPARATE

TCS CERTIFICATE / PIN / CSD NUMBER.

2.6 WHERE NO TCS IS AVAILABLE BUT THE BIDDER IS REGISTERED ON THE CENTRAL SUPPLIER DATABASE (CSD), A CSD NUMBER

MUST BE PROVIDED.

2.7 NO BIDS WILL BE CONSIDERED FROM PERSONS IN THE SERVICE OF THE STATE, COMPANIES WITH DIRECTORS WHO ARE

PERSONS IN THE SERVICE OF THE STATE, OR CLOSE CORPORATIONS WITH MEMBERS PERSONS IN THE SERVICE OF THE

STATE.”

NB: FAILURE TO PROVIDE / OR COMPLY WITH ANY OF THE ABOVE PARTICULARS MAY RENDER THE BID INVALID.

SIGNATURE OF BIDDER: ……………………………………………

CAPACITY UNDER WHICH THIS BID IS SIGNED: ……………………………………………

(Proof of authority must be submitted e.g. company resolution)

DATE: …………………………………………...

http://www.sars.gov.za/

SBD 4

DECLARATION OF INTEREST

1. Any legal person, including persons employed by the state¹, or persons having a kinship with persons

employed by the state, including a blood relationship, may make an offer or offers in terms of this

invitation to bid (includes a price quotation, advertised competitive bid, limited bid or proposal). In view

of possible allegations of favouritism, should the resulting bid, or part thereof, be awarded to persons

employed by the state, or to persons connected with or related to them, it is required that the bidder or

his/her authorised representative declare his/her position in relation to the evaluating/adjudicating

authority where-

- the bidder is employed by the state; and/or

- the legal person on whose behalf the bidding document is signed, has a relationship with

persons/a person who are/is involved in the evaluation and or adjudication of the bid(s), or where

it is known that such a relationship exists between the person or persons for or on whose behalf

the declarant acts and persons who are involved with the evaluation and or adjudication of the

bid.

2. In order to give effect to the above, the following questionnaire must be completed and submitted with the bid.

2.1 Full Name of bidder or his or her representative: ………………………………………………………….

2.2 Identity Number: …………………………………………………………………………………………………

2.3 Position occupied in the Company (director, trustee, shareholder²): ……………………………………..

2.4 Company Registration Number: ………………………………………………………………………..…….

2.5 Tax Reference Number: ………………………………………………………………………………….………

2.6 VAT Registration Number: ………………………………………………………………………………....

2.6.1 The names of all directors / trustees / shareholders / members, their individual identity numbers, tax

reference numbers and, if applicable, employee / persal numbers must be indicated in paragraph 3

below. ¹“State” means –

(a) any national or provincial department, national or provincial public entity or constitutional institution within the meaning of

the Public Finance Management Act, 1999 (Act No. 1 of 1999);

(b) any municipality or municipal entity;

(c) provincial legislature;

(d) national Assembly or the national Council of provinces; or

(e) Parliament.

²”Shareholder” means a person who owns shares in the company and is actively involved in the management of the enterprise or

business and exercises control over the enterprise.

2.7 Are you or any person connected with the bidder YES / NO

presently employed by the state?

2.7.1 If so, furnish the following particulars:

Name of person / director / trustee / shareholder/ member: ……....………………………………

Name of state institution at which you or the person

connected to the bidder is employed : ………………………………………

Position occupied in the state institution: ………………………………………

Any other particulars:

………………………………………………………………

………………………………………………………………

………………………………………………………………

2.7.2 If you are presently employed by the state, did you obtain YES / NO

the appropriate authority to undertake remunerative

work outside employment in the public sector?

2.7.2.1 If yes, did you attached proof of such authority to the bid YES / NO

document?

(Note: Failure to submit proof of such authority, where

applicable, may result in the disqualification of the bid.

2.7.2.2 If no, furnish reasons for non-submission of such proof:

…………………………………………………………………….

…………………………………………………………………….

…………………………………………………………………….

2.8 Did you or your spouse, or any of the company’s directors / YES / NO

trustees / shareholders / members or their spouses conduct

business with the state in the previous twelve months?

2.8.1 If so, furnish particulars:

…………………………………………………………………..

…………………………………………………………………..

…………………………………………………………………...

2.9 Do you, or any person connected with the bidder, have YES / NO

any relationship (family, friend, other) with a person

employed by the state and who may be involved with

the evaluation and or adjudication of this bid?

2.9.1If so, furnish particulars.

……………………………………………………………...

…………………………………………………………..….

………………………………………………………………

2.10 Are you, or any person connected with the bidder, YES/NO

aware of any relationship (family, friend, other) between

any other bidder and any person employed by the state

who may be involved with the evaluation and or adjudication

of this bid?

2.10.1 If so, furnish particulars.

………………………………………………………………

………………………………………………………………

………………………………………………………………

2.11 Do you or any of the directors / trustees / shareholders / members YES/NO

of the company have any interest in any other related companies

whether or not they are bidding for this contract?


…………………………………………………………………………….

…………………………………………………………………………….

…………………………………………………………………………….

3 Full details of directors / trustees / members / shareholders.

Full Name Identity

Number

Personal Tax

Reference Number

State Employee

Number / Persal

Number

4 DECLARATION

I, THE UNDERSIGNED (NAME)………………………………………………………………………

CERTIFY THAT THE INFORMATION FURNISHED IN PARAGRAPHS 2 and 3 ABOVE IS CORRECT.

I ACCEPT THAT THE STATE MAY REJECT THE BID OR ACT AGAINST ME IN TERMS OF

PARAGRAPH 23 OF THE GENERAL CONDITIONS OF CONTRACT SHOULD THIS DECLARATION

PROVE TO BE FALSE.

………………………………….. ..……………………………………………

Signature Date

…………………………………. ………………………………………………

Position Name of bidder

May 2011

SBD 8

DECLARATION OF BIDDER’S PAST SUPPLY CHAIN MANAGEMENT

PRACTICES

1 This Standard Bidding Document must form part of all bids invited.

2 It serves as a declaration to be used by institutions in ensuring that when goods

and services are being procured, all reasonable steps are taken to combat the

abuse of the supply chain management system.

3 The bid of any bidder may be disregarded if that bidder, or any of its directors

have-

a. abused the institution’s supply chain management system;

b. committed fraud or any other improper conduct in relation to such system; or

c. failed to perform on any previous contract.

4 In order to give effect to the above, the following questionnaire must be

completed and submitted with the bid.

Item Question Yes No

4.1 Is the bidder or any of its directors listed on the National Treasury’s Database of

Restricted Suppliers as companies or persons prohibited from doing business with the

public sector?

(Companies or persons who are listed on this Database were informed in writing

of this restriction by the Accounting Officer/Authority of the institution that

imposed the restriction after the audi alteram partem rule was applied).

The Database of Restricted Suppliers now resides on the National Treasury’s

website(www.treasury.gov.za) and can be accessed by clicking on its link at the

bottom of the home page.

Yes

No


4.2 Is the bidder or any of its directors listed on the Register for Tender Defaulters in

terms of section 29 of the Prevention and Combating of Corrupt Activities Act (No 12

of 2004)?

The Register for Tender Defaulters can be accessed on the National Treasury’s

website (www.treasury.gov.za) by clicking on its link at the bottom of the home

page.

Yes

No


http://www.treasury.gov.za/

http://www.treasury.gov.za/

4.3 Was the bidder or any of its directors convicted by a court of law (including a court

outside of the Republic of South Africa) for fraud or corruption during the past five

years?

Yes

No


4.4 Was any contract between the bidder and any organ of state terminated during the past

five years on account of failure to perform on or comply with the contract?

Yes

No


SBD 8

CERTIFICATION

I, THE UNDERSIGNED (FULL NAME)…………………………………………………

CERTIFY THAT THE INFORMATION FURNISHED ON THIS DECLARATION

FORM IS TRUE AND CORRECT.

I ACCEPT THAT, IN ADDITION TO CANCELLATION OF A CONTRACT,

ACTION MAY BE TAKEN AGAINST ME SHOULD THIS DECLARATION

PROVE TO BE FALSE.

………………………………………... …………………………..

Signature Date

………………………………………. …………………………..

Position Name of Bidder Js365bW

1

SBD 9 CERTIFICATE OF INDEPENDENT BID DETERMINATION

1 This Standard Bidding Document (SBD) must form part of all bids¹ invited.

2 Section 4 (1) (b) (iii) of the Competition Act No. 89 of 1998, as amended, prohibits an

agreement between, or concerted practice by, firms, or a decision by an association of

firms, if it is between parties in a horizontal relationship and if it involves collusive

bidding (or bid rigging).² Collusive bidding is a pe se prohibition meaning that it cannot

be justified under any grounds.

3 Treasury Regulation 16A9 prescribes that accounting officers and accounting authorities must take all reasonable steps to prevent abuse of the supply chain management system and authorizes accounting officers and accounting authorities to:

a. disregard the bid of any bidder if that bidder, or any of its directors have abused

the institution’s supply chain management system and or committed fraud or any other improper conduct in relation to such system.

b. cancel a contract awarded to a supplier of goods and services if the supplier

committed any corrupt or fraudulent act during the bidding process or the execution of that contract.

4 This SBD serves as a certificate of declaration that would be used by institutions to

ensure that, when bids are considered, reasonable steps are taken to prevent any form

of bid-rigging.

5 In order to give effect to the above, the attached Certificate of Bid Determination (SBD 9)

must be completed and submitted with the bid:

¹ Includes price quotations, advertised competitive bids, limited bids and proposals.

² Bid rigging (or collusive bidding) occurs when businesses, that would otherwise be expected to compete, secretly conspire to raise prices or

lower the quality of goods and / or services for purchasers who wish to acquire goods and / or services through a bidding process. Bid

rigging is, therefore, an agreement between competitors not to compete.

2

SBD 9 CERTIFICATE OF INDEPENDENT BID DETERMINATION

I, the undersigned, in submitting the accompanying bid:

________________________________________________________________________

(Bid Number and Description)

in response to the invitation for the bid made by:

______________________________________________________________________________

(Name of Institution)

do hereby make the following statements that I certify to be true and complete in every respect:

I certify, on behalf of:_______________________________________________________that:

(Name of Bidder)

1. I have read and I understand the contents of this Certificate;

2. I understand that the accompanying bid will be disqualified if this Certificate is found not

to be true and complete in every respect;

3. I am authorized by the bidder to sign this Certificate, and to submit the accompanying

bid, on behalf of the bidder;

4. Each person whose signature appears on the accompanying bid has been authorized by

the bidder to determine the terms of, and to sign the bid, on behalf of the bidder;

5. For the purposes of this Certificate and the accompanying bid, I understand that the

word “competitor” shall include any individual or organization, other than the bidder,

whether or not affiliated with the bidder, who:

(a) has been requested to submit a bid in response to this bid invitation;

(b) could potentially submit a bid in response to this bid invitation, based on

their qualifications, abilities or experience; and

(c) provides the same goods and services as the bidder and/or is in the same

line of business as the bidder

3

SBD 9

6. The bidder has arrived at the accompanying bid independently from, and without

consultation, communication, agreement or arrangement with any competitor. However

communication between partners in a joint venture or consortium³ will not be construed

as collusive bidding.

7. In particular, without limiting the generality of paragraphs 6 above, there has been no

consultation, communication, agreement or arrangement with any competitor regarding:

(a) prices;

(b) geographical area where product or service will be rendered (market

allocation)

(c) methods, factors or formulas used to calculate prices;

(d) the intention or decision to submit or not to submit, a bid;

(e) the submission of a bid which does not meet the specifications and

conditions of the bid; or

(f) bidding with the intention not to win the bid.

8. In addition, there have been no consultations, communications, agreements or

arrangements with any competitor regarding the quality, quantity, specifications and

conditions or delivery particulars of the products or services to which this bid invitation

relates.

9. The terms of the accompanying bid have not been, and will not be, disclosed by the

bidder, directly or indirectly, to any competitor, prior to the date and time of the official

bid opening or of the awarding of the contract.

³ Joint venture or Consortium means an association of persons for the purpose of combining their expertise, property, capital, efforts, skill and knowledge in an activity for the execution of a contract

SBD 9

4

10. I am aware that, in addition and without prejudice to any other remedy provided to

combat any restrictive practices related to bids and contracts, bids that are suspicious

will be reported to the Competition Commission for investigation and possible imposition

of administrative penalties in terms of section 59 of the Competition Act No 89 of 1998

and or may be reported to the National Prosecuting Authority (NPA) for criminal

investigation and or may be restricted from conducting business with the public sector

for a period not exceeding ten (10) years in terms of the Prevention and Combating of

Corrupt Activities Act No 12 of 2004 or any other applicable legislation.

………………………………………………… …………………………………

Signature Date

…………………………………………………. …………………………………

Position Name of Bidder

Js914w 2

SBD 6.1

PREFERENCE POINTS CLAIM FORM IN TERMS OF THE PREFERENTIAL PROCUREMENT REGULATIONS 2017

This preference form must form part of all bids invited. It contains general information and serves as a claim form for preference points for Broad-Based Black Economic Empowerment (B-BBEE) Status Level of Contribution NB: BEFORE COMPLETING THIS FORM, BIDDERS MUST STUDY THE GENERAL

CONDITIONS, DEFINITIONS AND DIRECTIVES APPLICABLE IN RESPECT OF B-BBEE, AS PRESCRIBED IN THE PREFERENTIAL PROCUREMENT REGULATIONS, 2017.

1. GENERAL CONDITIONS

1.1 The following preference point systems are applicable to all bids:

- the 80/20 system for requirements with a Rand value of up to R50 000 000 (all applicable taxes included); and

- the 90/10 system for requirements with a Rand value above R50 000 000 (all applicable taxes included).

1.2

a) The value of this bid is estimated to not exceed R50 000 000 (all applicable taxes included) and therefore the 80/20 preference point system shall be applicable; or

1.3 Points for this bid shall be awarded for:

(a) Price; and

(b) B-BBEE Status Level of Contributor.

1.4 The maximum points for this bid are allocated as follows:

POINTS

PRICE

B-BBEE STATUS LEVEL OF CONTRIBUTOR

Total points for Price and B-BBEE must not exceed

100

1.5 Failure on the part of a bidder to submit proof of B-BBEE Status level of contributor together with the bid, will be interpreted to mean that preference points for B-BBEE status level of contribution are not claimed.

1.6 The purchaser reserves the right to require of a bidder, either before a bid is adjudicated or at any time subsequently, to substantiate any claim in regard to preferences, in any manner required by the purchaser.

of 5

2

2. DEFINITIONS

(a) “B-BBEE” means broad-based black economic empowerment as defined in section 1 of the Broad-Based Black Economic Empowerment Act;

(b) “B-BBEE status level of contributor” means the B-BBEE status of an entity in terms of a code of good practice on black economic empowerment, issued in terms of section 9(1) of the Broad-Based Black Economic Empowerment Act;

(c) “bid” means a written offer in a prescribed or stipulated form in response to an invitation by an organ of state for the provision of goods or services, through price quotations, advertised competitive bidding processes or proposals;

(d) “Broad-Based Black Economic Empowerment Act” means the Broad-Based Black Economic Empowerment Act, 2003 (Act No. 53 of 2003);

(e) “EME” means an Exempted Micro Enterprise in terms of a code of good practice on black economic empowerment issued in terms of section 9 (1) of the Broad-Based Black Economic Empowerment Act;

(f) “functionality” means the ability of a tenderer to provide goods or services in accordance with specifications as set out in the tender documents.

(g) “prices” includes all applicable taxes less all unconditional discounts;

(h) “proof of B-BBEE status level of contributor” means:

1) B-BBEE Status level certificate issued by an authorized body or person;

2) A sworn affidavit as prescribed by the B-BBEE Codes of Good Practice;

3) Any other requirement prescribed in terms of the B-BBEE Act;

(i) “QSE” means a qualifying small business enterprise in terms of a code of good practice on black economic empowerment issued in terms of section 9 (1) of the Broad-Based Black Economic Empowerment Act;

(j) “rand value” means the total estimated value of a contract in Rand, calculated at the time of bid invitation, and includes all applicable taxes;

3. POINTS AWARDED FOR PRICE

3.1 THE 80/20 OR 90/10 PREFERENCE POINT SYSTEMS

A maximum of 80 or 90 points is allocated for price on the following basis: 80/20 or 90/10

min

min180

P

PPtPs or

min

min190

P

PPtPs

Where

Ps = Points scored for price of bid under consideration

Pt = Price of bid under consideration

Pmin = Price of lowest acceptable bid

4. POINTS AWARDED FOR B-BBEE STATUS LEVEL OF CONTRIBUTOR

4.1 In terms of Regulation 6 (2) and 7 (2) of the Preferential Procurement Regulations, preference points must be awarded to a bidder for attaining the B-BBEE status level of contribution in accordance with the table below:

of 5

3

B-BBEE Status Level of Contributor

Number of points

(90/10 system)

Number of points

(80/20 system)

1 10 20

2 9 18

3 6 14

4 5 12

5 4 8

6 3 6

7 2 4

8 1 2

Non-compliant contributor

0 0

5. BID DECLARATION

5.1 Bidders who claim points in respect of B-BBEE Status Level of Contribution must complete the following:

6. B-BBEE STATUS LEVEL OF CONTRIBUTOR CLAIMED IN TERMS OF PARAGRAPHS 1.4 AND 4.1

6.1 B-BBEE Status Level of Contributor: . = ………(maximum of 10 or 20 points)

(Points claimed in respect of paragraph 7.1 must be in accordance with the table reflected in paragraph 4.1 and must be substantiated by relevant proof of B-BBEE status level of contributor.

7. SUB-CONTRACTING

7.1 Will any portion of the contract be sub-contracted?

(Tick applicable box)

YES NO

7.1.1 If yes, indicate:

i) What percentage of the contract will be subcontracted............…………….…………%

ii) The name of the sub-contractor………………………………………………………….. iii) The B-BBEE status level of the sub-contractor......................................…………….. iv) Whether the sub-contractor is an EME or QSE

(Tick applicable box)

YES NO

v) Specify, by ticking the appropriate box, if subcontracting with an enterprise in terms of Preferential Procurement Regulations,2017:

Designated Group: An EME or QSE which is at last 51% owned by:

EME √

QSE √

Black people

Black people who are youth

Black people who are women

Black people with disabilities

Black people living in rural or underdeveloped areas or townships

Cooperative owned by black people

of 5

4

Black people who are military veterans

OR

Any EME

Any QSE

8. DECLARATION WITH REGARD TO COMPANY/FIRM

8.1 Name of

company/firm:…………………………………………………………………………….

8.2 VAT registration

number:……………………………………….…………………………………

8.3 Company registration

number:…………….……………………….…………………………….

8.4 TYPE OF COMPANY/ FIRM

Partnership/Joint Venture / Consortium

One person business/sole propriety

Close corporation

Company

(Pty) Limited [TICK APPLICABLE BOX]

8.5 DESCRIBE PRINCIPAL BUSINESS ACTIVITIES

……………………………………………………………………………………………………

……………………………………………………………………………………………………

……………………………………………………………………………………………………

……………………………………………………………………………………………………

……..

8.6 COMPANY CLASSIFICATION

Manufacturer

Supplier

Professional service provider

Other service providers, e.g. transporter, etc. [TICK APPLICABLE BOX]

8.7 Total number of years the company/firm has been in business:……………………………

8.8 I/we, the undersigned, who is / are duly authorised to do so on behalf of the

company/firm, certify that the points claimed, based on the B-BBE status level of

contributor indicated in paragraphs 1.4 and 6.1 of the foregoing certificate, qualifies the

company/ firm for the preference(s) shown and I / we acknowledge that:

i) The information furnished is true and correct;

ii) The preference points claimed are in accordance with the General Conditions as indicated in paragraph 1 of this form;

iii) In the event of a contract being awarded as a result of points claimed as shown in paragraphs 1.4 and 6.1, the contractor may be required to furnish documentary proof to the satisfaction of the purchaser that the claims are correct;

iv) If the B-BBEE status level of contributor has been claimed or obtained on a

of 5

5

fraudulent basis or any of the conditions of contract have not been fulfilled, the purchaser may, in addition to any other remedy it may have –

(a) disqualify the person from the bidding process;

(b) recover costs, losses or damages it has incurred or suffered as a result of that person’s conduct;

(c) cancel the contract and claim any damages which it has suffered as a result of having to make less favourable arrangements due to such cancellation;

(d) recommend that the bidder or contractor, its shareholders and directors, or only the shareholders and directors who acted on a fraudulent basis, be restricted by the National Treasury from obtaining business from any organ of state for a period not exceeding 10 years, after the audi alteram partem (hear the other side) rule has been applied; and

(e) forward the matter for criminal prosecution.

………………………………………. SIGNATURE(S) OF BIDDERS(S)

DATE: …………………………………..

ADDRESS …………………………………..

…………………………………..

…………………………………..

WITNESSES 1. ……………………………………..

2. …………………………………….

ANNEXURE D NLC/2019 - 04

Annexure D: NLC Bid Submission Checklist – Mpumalanga Office Building

BID SUBMISSION CHECKLIST: APPOINTMENT OF A SERVICE PROVIDER TO

CONVERT A RESIDENTIAL BUILDING TO AN OFFICE BUILDING FOR THE

NATIONAL LOTTERIES COMMISSION IN THE EASTERN CAPE PROVINCE (EAST

LONDON)

Name of the bidder :

Item Description Yes No

1 Compulsory (Mandatory) Requirements

Please indicate below if whether the SBD (Standard Bidding Document) Forms are duly completed and signed by the relevant person:

1.1 SBD 1

1.2 SBD 4

1.3 SBD 6.1

1.4 SBD 8

1.5 SBD 9

*Only the original signed SBD Forms of the above will be accepted

1.6 In the event of the bidder being in a joint venture, a signed joint venture agreement must be submitted (where applicable)

1.7 In the event of the bidder being a consortium organization, relevant shareholding certificates must be submitted (where applicable).

1.8 Bidder must be an Exempted Micro Enterprise (EME)/Qualifying Small Business Enterprise (QSE) exempted micro which is at least 100% owned by black people (supported by certified copy of B-BBEE Certificate or Sworn Affidavit).

1.9 The bidder must have a stipulated minimum B-BBEE status level one (1) of contribution and consolidated if bidders are in a Joint Venture (JV)

1.10 Certified copy of a valid Construction Industry Development Board (CIDB) certificate with minimum of



5GB or higher and consolidated if bidders are in a Joint Venture(JV)

1.11 The bidder is required to submit a certified copy of certification of compliance with the Compensation for Occupational Injuries & Diseases (COID) Act

1.12 In the event of the bidder with litigation history, accurate information on any litigation or arbitration resulting from contracts completed or under execution by him over the last five (5) years should be provided.

1.13 To confirm localization, bidders are required to submit proof of residence in the form of Municipal Bill or proof of residence letter from the local councilor/leader or a certified copy of a signed SLA.

2. Administrative Requirements

2.1 Valid Tax Clearance Certificate (TCC).

2.2 Company/Agency Profile.

2.3 B-BBEE Certificate.

2.4 Central Supplier Database (CSD) Summary Report.

3. Submission of Proposals:

3.1 Technical Proposal:

3.1.1 One (1) original

3.1.2 Four (4) copies

3.2 Financial (Price) Proposal:

3.2.1 One (1) original

3.2.2 Four (4) copies

3.2.3 One (1) electronic copy (CD) for both technical & financial proposal



4. Bid Document Responsiveness: Do you adhere to the bid documents and terms of reference?

DESCRIPTION UNIT

SECTION NO. 1 H1

BILL NO. 1 H1

PRELIMINARIES H1

NOTE H2

All prices/rates to be net, excluding Value Added Tax

General H3

i)The agreement is to be the JBCC Series 2000 Principal Building Agreement (Edition 5.0) prepared by the Joint Building Contracts Committee, July 2007

ii) The preliminaries are to be the JBCC Series 2000 Preliminaries prepared by the Joint Building Contracts Committee, March 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

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

SECTION A:

PRINCIPAL BUILDING AGREEMENT

Definitions (A1) H3

Definitions and interpretation (clause 1) Item

Fixed

Value Related Item

Time Related Item

Objective (A2) H3

Offer, acceptance and performance (clause 2) Item

Fixed

Value Related Item

Time Related Item

Preparation (A3-A14) H3

Documents (clause 3) Item

Clause 3.1 shall be deemed to be omitted and replaced with the following:

No payment guarantee will be provided by the employer

Fixed

Value Related Item

Time Related Item

Design responsibility (clause 4) Item

Fixed

Value Related Item

Time Related Item

Employer's agents (clause 5) Item

Fixed

Value Related Item

Time Related Item

Contractor's site representative (clause 6) Item

Fixed

Value Related Item

Time Related Item

Compliance with regulations (clause 7) Item

Fixed

Value Related Item

Time Related Item

Works risk (clause 8) Item

Fixed

Value Related Item

Time Related Item

Indemnities (clause 9) Item

Fixed

Value Related Item

Time Related Item

General insurances (clause 10) Item

All insurances are to be taken by the Contractor

Fixed

Value Related Item

Time Related Item

Special insurances (clause 11) Item

Fixed

Value Related Item

Time Related Item

Effecting insurance (clause 12) Item

Fixed

Value Related Item

Time Related Item

Assignment (clause 13) Item

Fixed

Value Related Item

Time Related Item

Security (clause 14) Item

Fixed

Value Related Item

Time Related Item

Execution (A15-A23) H3

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

Fixed

Value Related Item

Time Related Item

Site and Access (clause 16) Item

Fixed

Value Related Item

Time Related Item

Contract instructions (clause 17) Item

Fixed

Value Related Item

Time Related Item

Setting out of the works (clause 18) Item

The contractor shall notify the principal agent if any encroachments of adjoining foundations, buildings, structures, pavements, boundaries, etc. exist in order that the necessary arrangements may be made for the rectification of any such encroachments

Fixed

Value Related Item

Time Related Item

Temporary Works and Plant (clause 19) Item

Fixed

Value Related Item

Time Related Item

Nominated sub-contractors (clause 20) Item

Fixed

Value Related Item

Time Related Item

Selected sub-contractors (clause 21) Item

Notwithstanding the content of this clause, the contractor's attention is drawn to the fact that all the work provided for by means of the inclusion of provisional amounts elsewhere in these bills of quantities, is to be executed and installed in the works during the construction period by selected sub-contractors

The selected sub-contractors shall be chosen, as far as possible, by the principal agent together with the contractor

Fixed

Value Related Item

Time Related Item

Employer's direct contractors (clause 22) Item

Fixed

Value Related Item

Time Related Item

Contractor's domestic sub-contractors (Clause 23) Item

Fixed

Value Related Item

Time Related Item

Completion (A24-A30) H3

Practical completion (clause 24) Item

Fixed

Value Related Item

Time Related Item

Works completion (clause 25) Item

Fixed

Value Related Item

Time Related Item

Final completion (clause 26) Item

Fixed

Value Related Item

Time Related Item

Latent defects liability period (clause 27) Item

Fixed

Value Related Item

Time Related Item

Sectional completion (clause 28) Item

Fixed

Value Related Item

Time Related Item

Revision of date of practical completion (clause 29) Item

Clause 29.1.1 shall be deemed to be omitted and replaced by the following:

Inclement weather shall be defined as weather in excess of the average rainfall (volume and period) for each calender month over the past ten (10) years as recorded by the nearest commonly recognised weather bureau in the region of the project

It shall be deemed that the contractor has adequately allowed in his programme and tendered rates for expenses which might result from delays due to average or below rainfall as described above

Fixed

Value Related Item

Time Related Item

Penalty for non-completion (clause 30) Item

Fixed

Value Related Item

Time Related Item

Payment (A31 - A35) H3

Interim payment to the contractor (clause 31) Item

Notwithstanding this or any other clause, materials and goods stored off site shall not to be included in the amount authorized for payment

Clause 31.6.5 shall be deemed to be deleted

Clause 31.9:

The wording "seven (7)" be replaced with "thirty (30)"

Cause 31.11.1:

The wording "one hundred and sixty per cent (160%)" be replaced with "one hundred and ten per cent (110%)"

Fixed

Value Related Item

Time Related Item

Adjustment to the contract value (clause 32) Item

Fixed

Value Related Item

Time Related Item

Recovery of expense and loss (clause 33) Item

Fixed

Value Related Item

Time Related Item

Final account and final payment (clause 34) Item

Fixed

Value Related Item

Time Related Item

Payment to other parties (clause 35) Item

Fixed

Value Related Item

Time Related Item

Termination (A36-A39) H3

Termination by employer - contractor's default (clause 36) Item

Fixed

Value Related Item

Time Related Item

Termination by employer - loss and damage (clause 37) Item

Fixed

Value Related Item

Time Related Item

Termination by contractor - employer's default (clause 38) Item

Fixed

Value Related Item

Time Related Item

Termination - cessation of the works (clause 39) Item

Fixed

Value Related Item

Time Related Item

Dispute (A40) H3

Settlement of Disputes (clause 40) Item

Fixed

Value Related Item

Time Related Item

Contract Agreement (A41) H3

The schedule: Pre-tender information (clause 42) Item

Fixed

Value Related Item

Time Related Item

42.1 CONTRACTING AND OTHER PARTIES H3

See "Notes to Tenderers" for all the relevantphysical and postal addresses, telephone andfacsimile numbers

42.1.1 Employer:


42.1.2 Client:


42.1.3 Agent (1):

SRSQS Quantity Surveyors (Pty) Ltd

Agents service: Principal Agents

42.1.5 Agent (2):

SRSQS Quantity Surveyors (Pty) Ltd

Agents service: Quantity Surveyors

42.1.6 Agent (3):

SRSQS Structurl and Civil Eng Division

Agents service: Structural and Civil Engineers

42.1.7 Agent (4):

SRSQS Mechanical and Electrical Eng Division

Agents service: Electrical and Mechanical Engineers

42.1.8 Agent (5):

Not Applicable

42.1.9 Agent (6):

Not Applicable

42.1.10 Agent (7):

Not applicable

42.2 CONTRACT DETAILS H3

42.2.1 Works Description:

The works shall be as described in the "Notes toTenderers"

42.2.2 Site Description:

The site shall be as described in the "Notes toTenderers"

42.2.3 Work or installations by direct contractors:

Refer to notes to tenders: Item 2 Scope of contract

42.2.4 Specific options that are applicable to a State organonly:

Interest rate legislation:

N/A

Lateral support insurance to be effected by thecontractor:

N/A

Payment will be made for materials and goods:

N/A

Dispute resolution by litigation:

N/A

Extended defects liability period applicable to thefollowing elements:

N/A

42.2.5 Possession of the site is be given on:

Date to be determined

42.2.6 Period for the commencement of the works after thecontractor takes possession of the site:

Within seven (7) working days

42.2.7 The date for practical completion and the penalty per calendar day for the works as a whole:

Date:

Within four (4) calendar months, exclusive of builders' holidays, after the date of site handover

Penalty:

0,05% of the tendered amount, inclusive of value added tax

42.2.8 The date for practical completion and the penalty

N/A

Section 1: Date: N/A Penalty: R ..............Section 2: Date: N/A Penalty: R ..............Section 3: Date: N/A Penalty: R ..............Section 4: Date: N/A Penalty: R ..............Section 5: Date: N/A Penalty: R ..............Section 6: Date: N/A Penalty: R ..............

42.2.9 The law applicable to this agreement shall be that of:

Republic of south Africa

42.3 INSURANCES H3

42.3.1 Contract works insurance:

To be effected by: Contractor

For the sum of: Tendered amount plus 20%

With a deductible of: to be determined by the contractor

42.3.2 Supplementary insurance is required:

No

42.3.3 Public liability insurance:

Yes

To be effected by: Contractor

For the sum of: R 10 000 000-00

With a deductible of: to be determined by the contractor

42.3.4 Support insurance to be effected by the employer:

No

42.4 DOCUMENTS H3

41.4.1 Waivers of contractor's lien or right of continuingpossesion is required:

Yes

42.4.2 Construction document copies to be supplied to thecontractor free of charge:

Three (3) copies of each

42.4.3 Bills of quantities drawn up in accordance with:

Standard System of Measuring Building Work

42.4.4 On acceptance of the tender the bills of quantities is tobe submitted:

Within seven (7) working days

42.4.5 JBCC Engineering General Conditions are to be included in the documents:

No

42.4.6 The contract value is to be adjusted using CPAP:

No

Base month of indexes:

42.4.7 Details of changes made to the provision of JBCC standard documentation:

Clause 3 : See item 3, page 2






42.5 CONTRACT DETAILS H3

All post-tender information for this section will bedetermined once tender is awarded

42.6 DOCUMENTS H3


42.7 DISPUTE RESOLUTION H3


42.8 SIGNATURES OF THE CONTRACTING PARTIES H3


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

SECTION B: PRELIMINARIES H2

Definition and interpretation (B1) H3

Definition and interpretation (B1.1 - B1.6.5) Item

Fixed

Value Related Item

Time Related Item

Documents (B2) H3

Checking of documents (B2.1) Item

These bills of quantities:

contain pages and annexes as indexed, and;are in multiple procurement format, i.e. all trades are fully measured with minor budgetary allowances

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, 1999 edition,

as recommended and published by the Association of South African Quantity Surveyors and no claim arising from brevity of description of items fully described in the said Model Preambles for Trades will be entertained

Fixed

Value Related Item

Time Related Item

Provisional bills of quantities (B2.2) Item

Fixed

Value Related Item

Time Related Item

Availability of construction documentation (B2.3) Item

The minor budgetary allowances included in this document will be separately procured, based on multiple procurement of selected sub-contractors during the construction period

Fixed

Value Related Item

Time Related Item

Interests of agents (B2.4) Item

Fixed

Value Related Item

Time Related Item

Priced documents (B2.5) Item

Fixed

Value Related Item

Time Related Item

Tender submission (B2.6) Item

Notwithstanding anything contained in this clause tenders shall be valid for a period of ninety (90) days from the closing date of tenders

Fixed

Value Related Item

Time Related Item

The site (B3) H3

Defined works area (B3.1) Item

Fixed

Value Related Item

Time Related Item

Geotechnical investigation (B3.2) Item

Fixed

Value Related Item

Time Related Item

Inspection of the site (B3.3) Item

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

Fixed

Value Related Item

Time Related Item

Existing premises occupied (B3.4) Item

Fixed

Value Related Item

Time Related Item

Previous work - dimensional accuracy (B3.5) Item

Work executed under a previous contract and the extent

thereof will be pointed out to the contractor by the principal agent on handing over of the site

Fixed

Value Related Item

Time Related Item

Previous work - defects (B3.6) Item

Fixed

Value Related Item

Time Related Item

Services - known (B3.7) Item

Fixed

Value Related Item

Time Related Item

Services - unknown (B3.8) Item

Fixed

Value Related Item

Time Related Item

Protection of trees, etc (B3.9) Item

Fixed

Value Related Item

Time Related Item

Articles of value (B3.10) Item

Fixed

Value Related Item

Time Related Item

Inspection of adjoining properties, etc (B3.11) Item

Fixed

Value Related Item

Time Related Item

Management of contract (B4) H3

Management of the works (B4.1) Item

Fixed

Value Related Item

Time Related Item

Programming for the works (B4.2) Item

Fixed

Value Related Item

Time Related Item

Progress meetings (B4.3) Item

Fixed

Value Related Item

Time Related Item

Technical meetings (B4.4) Item

Fixed

Value Related Item

Time Related Item

Labour and plant records (B4.5) Item

Fixed

Value Related Item

Time Related Item

Samples and shop drawings (B5) H3

Samples of materials (B5.1) Item

Fixed

Value Related Item

Time Related Item

Workmanship samples (B5.2) Item

Fixed

Value Related Item

Time Related Item

Shop drawings (B5.3) Item

Fixed

Value Related Item

Time Related Item

Compliance with manufacturer's instructions (B5.4) Item

Fixed

Value Related Item

Time Related Item

Temporary works and plant (B6) H3

Deposits and fees (B6.1) Item

Fixed

Value Related Item

Time Related Item

Enclosure of the works (B6.2) Item

Fixed

Value Related Item

Time Related Item

Advertising (B6.3) Item

Fixed

Value Related Item

Time Related Item

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

Fixed

Value Related Item

Time Related Item

Main notice board (B6.5) Item

Fixed

Value Related Item

Time Related Item

Subcontractors notice board (B6.6) Item

Fixed

Value Related Item

Time Related Item

Temporary services (B7) H3

Location (B7.1) Item

Fixed

Value Related Item

Time Related Item

Water (B7.2) Item

Fixed

Value Related Item

Time Related Item

Electricity (B7.3) Item

Fixed

Value Related Item

Time Related Item

Telecommunication equipment (B7.4) Item

Fixed

Value Related Item

Time Related Item

Ablution facilities (B7.5) Item

Fixed

Value Related Item

Time Related Item

Prime cost amounts (B8) H3

Responsibility for prime cost amounts (B8.1) Item

Fixed

Value Related Item

Time Related Item

Attendance on nominated and selected subcontractors H3 (B9)

General attendance (B9.1) Item

Fixed

Value Related Item

Time Related Item

Special attendance (B9.2) Item

Fixed

Value Related Item

Time Related Item

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

Fixed

Value Related Item

Time Related Item

Financial aspects (B10) H3

Statutory taxes, duties and levies (B10.1) Item

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

Fixed

Value Related Item

Time Related Item

Payment of preliminaries (B10.2) Item

Fixed

Value Related Item

Time Related Item

Adjustment of preliminaries (B10.3) Item

Fixed

Value Related Item

Time Related Item

Payment certificate cash flow (B10.4) Item

Fixed

Value Related Item

Time Related Item

General (B11) H3

Protection of works (B11.1) Item

Fixed

Value Related Item

Time Related Item

Protection/isolation of existing/sectionally occupied work Item (B11.2)

Fixed

Value Related Item

Time Related Item

Site security (B11.3) Item

Fixed

Value Related Item

Time Related Item

Notice before covering work (B11.4) Item

Fixed

Value Related Item

Time Related Item

Disturbance (B11.5) Item

Fixed

Value Related Item

Time Related Item

Enviromental disturbance (B11.6) Item

Fixed

Time Related Item

Value Related Item

Works cleaning and clearing (B11.7) Item

Fixed

Value Related Item

Time Related Item

Vermin (B11.8) Item

Fixed

Value Related Item

Time Related Item

Overhand work (B11.9) Item

Fixed

Value Related Item

Time Related Item

Instruction manuals and guarantees (B11.10) Item

Fixed

Value Related Item

Time Related Item

As built information (B11.11) Item

Fixed

Value Related Item

Time Related Item

Tenant installations (B11.12) Item

Fixed

Value Related Item

Time Related Item

Schedule of variables (B12) H3

Pre-tender information (B12.1) Item

Fixed

Value Related Item

Time Related Item

12.1.1 Provisional bills of quantities (B2.2)

The quantities are provisional:

Yes

12.1.2 Availability of construction documentation (B2.3)

Construction documentation is not complete:

No

12.1.3 Interest of agents (B2.4)

No

12.1.4 Defined works area (B3.1)

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

12.1.5 Geotechnical investigation (B3.2)

N/A

12.1.6 Existing premises occupied (B3.4)

No

12.1.7 Previous work - Dimensional accuracy (B3.5)

No

12.1.8 Previous work - Defects (B3.6)

No

12.1.9 Services - known (B3.7)

Existing services and points of connection are shown on the site plan and/or will be pointed out on site by the principal agent

12.1.10 Protection of trees (B3.9)

N/A

12.1.11 Inspection of adjoining properties (B3.11)

N/A

12.1.12 Enclosure of the works (B6.2) (See notes to tenders)

12.1.13 Offices (B6.4.3)

The contractor shall provide, maintain and remove on completion of the works an office for the exclusive use for meetings to be held on site. The minimum size of the office shall be 8 x 4 x 2,40m high internally with concrete floor, insulated ceiling and roof. The office shall be suitably ventilated, equiped with electric lighting and fitted with table, twelve (12) chairs, one (1) pining board 2,40 x 1,20m high, one (1) writing board 2,40 x 1,20m high and a set of ten (10) aluminium "Ozafile" drawing hangers complete with stand. The office shall be kept clean and fit for use at all times

12.1.14 Main notice board (B6.5)

The contractor shall provide, erect where directed, maintain and remove on completion of the works a notice board size 3 x 3m high. The exact extent of the details, clour scheme and wording will be provided by the principal agent on the day of the site handover. The board shall be securely fixed to and including a suitable supporting structure of timber or tubular posts and braces

12.1.15 Sub-contractors notice board (B6.6)

A notice board is required:

No

12.1.16 Water (B7.2)

Alternative selected: A

12.1.17 Electricity (B7.3)


12.1.18 Telecommunications (B7.4)


12.1.19 Ablution facilities (B7.5)


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

No

12.1.22 Protection of the works

No

12.1.23 Disturbance (B11.5)

No

12.1.24 Enviromental disturbance (B11.6)

No

Post-tender information (B12.2) Item

All post-tender information for this section will be determined once tender is awarded

Fixed

Value Related Item

Time Related Item

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

SECTION C: SPECIFIC PRELIMINARIES H2

Clause C1 - Proprietary branded products Item

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

and/or fix all proprietary branded products in strict accordance with the manufacturers' instructions after consultation with the manufacturer's authorized representative

Fixed

Value Related Item

Time Related Item

Clause C2 - Overtime Item

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 authorized and indicated in writing, prior to the execution thereof, that costs for such overtime will to be borne by the employer

Fixed

Value Related Item

Time Related Item

Clause C3 - As-built drawings Item

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

Fixed

Value Related Item

Time Related Item

Clause C4 - Site instructions Item

All site instructions issued on site shall be recorded in writing within seven (7) calendar days in site instruction book (A4 size and triplicate carbon format), which is to be provided and maintained by the contractor. The said site instruction book shall be kept on site at all times for the exclusive use of recording site instructions only

Site instructions may be issued by the architect or any of the consultants only. Copies of the site instructions are to be

submitted to the architect and quantity surveyor within seven (7)

calendar days of such recording in the site instruction book

Fixed

Value Related Item

Time Related Item

Clause C5 - Labour record Item

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

Fixed

Value Related Item

Time Related Item

Clause C6 - Plant record Item

At the end of each calendar 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

Fixed

Value Related Item

Time Related Item

Clause C7 - Non-cession of monies Item

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

Fixed

Value Related Item

Time Related Item

Clause C8 - Occupational Health and Safety Act Item

In terms of the Occupational Health and Safety Regulations promulgated on 18 July 2003, it will be expected from the

contractor to comply fully with and adhere to all such regulations pertaining to this project as no claims in this regard will be entertained

Fixed

Value Related Item

Time Related Item

TOTAL SETION 1 - BILL NO. 1 - PRELIMINARIES AND GENERAL

SECTION 2 H1

RENOVATIONS & REFURBISHMENTS H1

BILL NO 1 H1

ALTERATIONS H1

For preambles see "Model Preambles for Trades (2008 Edition)" and Supplementary preambles as specified in the Trades

Unless otherwise stated, all materials from the alterations and demolition will belong to the builder.

The builder should allow for the removal of all debris from site and keeping the site clean at all times.

The Contractor should allow for removing of rubble from site on daily basis, failing which the client might stop the construction until the site has been cleaned.

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

SUPPLEMENTARY PREAMBLES H2

NATURE OF WORK: Tenderers are advised to visit the site and to satisfy themselves as to the nature and extent of the work to be done and provide in their tenders any items not specifically mentioned which they may deem necessary for the proper completion of the work. Tenderers are advised that the

existing building will be in occupation during the progress of the work and due allowance must be made for work being carried out at such times and in such manner as will least interfere with the routine of the occupants and as may be directed by the

Quantity Surveyor.

NATURE OF WORK: Tenderers are advised to visit the site and thoroughly acquaint themselves with the nature of demolitions, the nature and the extent the work to be done and adequate provisions are to be made in tendered rates for items not specifically mentioned which they may deem necessary for the proper completion of the work

BUILDING TO REMAIN NON OPERATIONAL: Tenderers are to note that all existing buildings of the facility will remain occupied and fully operational during the construction period and due allowance must be made for the work being carried out at such times and in such manner as directed by the Principal Agent to ensure the least interference with the routine of the Station.

DEMOLITIONS OF BUILDINGS: Tenderers are to note that tendered rates for the demolitions of buildings are to cater for the following: i.e. water supply, sewer lines, etc deed underground services as referred to above.

- Trenches, holes, etc. created as a result of the removal of foundations, services, etc shall be backfilled with approved filling material and compacted to 95% Mod AASHTO density. 150mm, including breaking down oversize material and compacted to 93% Mod AASHTO density.

- It will at all times throughout the contract period, be expected from the Contractor to, immediately after each portion of demolishing has been completed, remove and cart away all

building rubble generated to a dumping site to be located by the Contractor off the station premises. The temporarily dumping and/or stockpiling of rubble on site will not be permitted

CARTING AWAY OF EXCESSIVE AND/OR UNSUITABLE EXCAVATED MATERIAL, BUILDING RUBBLE, ETC

Descriptions for "carting away excessive or unsuitable excavated material, building rubble from demolitions, etc from site" shall be deemed to include the loading and hauling of excessive or unsuitable excavated material, building rubble from demolitions, etc. to a suitable dumping site to be located by the Contractor off the building site.

The location of the intended dumping site will be subjected to prior written approval of the Principal Agent.

The Contractor will also be liable to, upon completion, rehabilitate all those areas of the dumping site used dumping/spoiling by grading the area to follow the adjacent ground contours and afterwards compacted to 80% Mod AASHTO density, all to the satisfaction of the Principal Agent.

Tendered rates must make provision for the above-mentioned as no additional claims in this regard will afterwards be entertained.

The re-use of old materials obtained from the demolitions in the construction of the new buildings, for filling, etc will not be perimtted.

EXISTING SERVICES: Special care is to be taken by the Contractor not to interefere unnecessarily with existing services. Should be contractor encounter any existing services such as underground cables, pipes or sewers during the execution of the works he shall notify the Principal Agent immediately and suspend all affected work in the immediate vicinity until such have been dealt with (i.e. removed,

disconnected, re-routed, etc) and instruction to proceed with the work has been given by the Principal Agent

The Contractor shall afford every facility to Specialist which might be employed by the Principal Agent to effect the necessary removal, disconnection, re-routing, etc of services as might be required.

PROTECTION: In taking down and demolishing existing work the utmost care is to be observed to avoid any structural or other damages to the remaining portions and/or adjacent buildings, structures and services, etc. It will be expected from the Contractor to, at all times, employ adequate precaution measures in this regard and to provide all necessary materials for so doing

The Contractor will be held solely responsible for any damages to persons or property and for the safety of the structures throughout the whole of this Contract and shall make good at his own expense any such damages arising out of his failure to adhere to the aforesaid requirement.

FILLING: Where described as "including back filling", "back filling" shall mean the filling of all trenches, holes, etc. with approved gravel filling ( Minimum G5 standard) to be obtained from a commercial source and compacted to 93% Mod AASHTO density.

OLD MATERIAL:

Unless specifically otherwise described, all other old materials from demolitions are to become the property of the NLC, therefore, tendered rates for demolitions must cater for adequate credit in this regard.

It will be expected from the Contractor that all old materials not required, rubble, rubbish, etc. to be immediately carted away and site left clean and unencumbered at all times.

MEASUREMENT: Measurement given are approximate and the Contractor is advised to view the site and existing structures to be demolished and to thoroughly acquaint himself with the extent of the work to be done.

Any errors to the tendered rates in this regard shall be Contractor's expense as no claims in this regard will be entertained afterwards

TENDER: The submission of a tender will imply that the Contractor has physically visited the site and fully understands the content and extent of the work described in this Bill and, therefore, accepts that no claims in this respect will thus be entertained afterwards.

DIMENSIONS The Contractor is advised to take all dimensions affecting the existing buildings on the site, as he will be held solely responsible for all new work being of the correct size.

PIPES, ETC Special care is to be taken not to interfere unnecessary with any supply pipes or other piping that may be met with and found necessary to disconnect or cut, are to be effectively stopped off and any new connections that may be necessary are to be made with proper fittings and to the satisfaction of the QS to whom due notice must be given of any alterations to the existing services.

PROTECTION In taking down and removing existing work the utmost care is to be observed to avoid any structural or other damage to the remaining portions of the buildings. The Contractor must also protect all work not removed such as walls, floors, doors, windows or other joinery,loose and fixed fittings and electrical appliances, etc. from damage during the progress of the work and provide all necessary materials for doing so. The Contractor will be held solely responsible for any damage to persons or property and for the safety of the structure throughout the whole of this Contract and must make good at his own expense any damage that may occur.

CREDITS, ETC Old materials from the pulling down (except such as described to be re-used ) are to become the property of the NLC. Old materials for re-use are to be carefully removed, stored and protected from injury including making good any damaged or defective parts as required before fixing. Old materials described to be handed over are to be carefully removed and neatly stacked on site where directed. The

remainder of the old materials and all rubbish to be immediately carted away and the site left clean and unencumbered. None of the old stock bricks from the pulling down are to be re-used for any new work.

MATERIALS, ETC The materials to be used and work to be done to be similar in all respects to that described for new work insofar as they concur. All work in making good is to be properly jointed to the existing.

NOTE: All Demolished materials to be sent to the salvaged yard which is to be loacted by the contractor, thus all the rates to allow for sending to the salvage yard that will be located by the contractor

DEMOLITION OF EXISTING ONE BRICK WALLS H3

Demolition of brick walls H4

Break down and remove existing 110mm brickwall complete as m2 per the scope of works and/or Project Manager's instruction and all works to be made good



TAKE OUT AND REMOVAL OF EXISTING DOORS AND H3 WINDOWS

Take out and remove existings doors and send to the salvage H4 yard to be located by the contractor

Carefully take out and remove existing single door including No frame fixed to one brickwall including making good the wall surfaces in preparation of the new door installation complete as per the principal agent's instruction

CAREFULLY REMOVE EXISTING STEEL DOOR H2 FRAME AND WINDOW FRAME

Carefully take out and remove existing door frames on wall and No hand it over to the client

Aluminium windows and Steel windows H4

Aluminium windows m2

Take out and remove existinng Burglars and Screens H4

Structural steel,gates, grilles, burglar screens, balustrading, etc m2

TAKE OUT AND REMOVAL OF EXISTING WALL TILING H3

Wall Tiling H4

Carefully take out and remove existing wall tiling including m2 grouting and send to the salvage yard, including making good the floor surfaces in preparation of new wall tiling installation complete as per the principal agent's instruction

TAKE OUT AND REMOVAL OF EXISTING FLOORING H3

Floor Tiling H4

Carefully take out and remove existing ceramic floor tiling m2 including grouting and send to the salvage yard, including

making good the floor surfaces in preparation of new floor tiling installation complete as per the principal agent's instruction

TAKE OUT AND REMOVAL KITCHEN FITTINGS H3

Kitchen Sink H4

Carefully take out and remove existing kitchen sink size at the Item kitchen complete as per the project manager's instrution

Kitchen Cupboards H4

Carefully take out and remove existing kitchen cupboards Item complete as per the project manager's instruction.

Kitchen Built In Unit H4

Take down and remove existing Kitchen built in unit complete Item as per the project manager's instruction.

TAKE OUT AND REMOVAL OF EXISTING BATHROOM H3 FITTINGS

SANITARY FITTINGS H4

Carefully take out and remove existing 'Vaal' water closet and No hand over to the employer, including making good the floor and wall surfaces in preparation of the new water closet installation complete as per the principal agent's instruction

Carefully take out and remove existing 'Vaal' wash hand basins No and hand over to the employer, including making good the floor and wall surfaces in preparation of the new wash hand basins installation complete as per the principal agent's instruction

Carefully take out toilet roll holder and hand over to the No employer

TAKE OUT AND REMOVAL OF EXISTING PAVING IN H3 PREPARATIONS FOR NEW

Paving H4

Carefully take out and remove existing paving complete as per Item the principal agent's instruction and send to the salvage yard

Kerbs H4

Removal of existing kerb H4

Carefully take out and remove existing kerb to the existing Item paving and send to the salvage yard

DEMOLISH EXISTING CONCRETE STAIRCASE H3

Existing staircase to be demolished H4

Concrete Staircase Item

DEMOLISH EXISTING TIMBER STAIRCASE H3

Existing staircase to be demolished H4

Timber Staircase Item

DISMANTLE, TAKE OUT AND REMOVE THE EXISTING H3 ROOF STRUCTURE

Dismantle and emove existing roof structures complete with Item

trusses, purlins, wall plates including roof tiles complete for the entire existing structurein preparation of a new roof.

Dismantle and remove existing rainwater goods complete in Item preparation of new rainwater goods.

REMOVAL OF SMALL POWER AND LIGHTING H3 INSTALLATIONS

Take out and remove complete the existing Itemsmall power and lighting worksconnectionss, plugs, sockets; isolators,switches, lights; all complete and send tothe salvage yard and make good inpreparation of the new supply andinstallation of the smallpower and lightingworks complete as per the scope of worksand/or project manager's instruction

TAKE DOWN AND REMOVE THE EXISTING CEILING H3 BOARDS COMPLETE

Take down and remove the existing ceiling boards, brandering, m2 cornices etc.

TAKE OUT AND REMOVAL OF EXISTING PARTITIONING H3

Partitioning H4

Take out and remove the existing partitioning, including making m2 good the floor surfaces in preparation of new floor fitting complete and send to salvage yard

TAKE OUT AND REMOVAL OF EXISTING CARPORTS IN H3 PREPARATIONS FOR EXTENSION OF BUILDING

Parking Carpots H4

Carefully take out and remove existing paving complete as per No the principal agent's instruction and send to the salvage yard

TAKE DOWN AND REMOVE THE CORRUGATED H3 SHEETING STRUCTURE

Take down and remove existing corrugated structure and to the Item salvage yard

TOTAL SECTION 2 - BILL NO. 1 - ALTERATIONS

SECTION NO.2 H1

RENOVATIONS AND REFURBISHMENT H1

BILL NO.2 H1

FOUNDATIONS H1

EARTHWORKS H2

For preambles see "Model Preambles for Trades (2008 Edition)" and Supplementary preambles as specified in the Trades.

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


Nature of ground H4

The nature of the ground is assumed to be sandy weathered granite, therefore "earth", but possibly interspersed with "hard rock"

Excavation for working space in rock H4

Notwithstanding clause 11 page 8 of the Standard System of Measuring Building Work, excavation for working space in rock will be measured in cubic metres to the extent executed and given as "extra over" bulk excavation or trench and hole excavation as the case may be

Carting away of excavated material H4

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 H4

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

Soil poisoning H4

Ant and weed poisoning will be applied in accordance to SABS specifications by Registered and Approved Specialists who will issue a five (5) year guarantee. The contractor will only be paid for this items once they have produced the said cerfificate to the Principal Agent

SITE CLEARANCE, ETC. H2

Site clearance H3

Digging up and removing rubbish, debris, vegetation, hedges, m2 shrubs and trees not exceeding 200mm girth, bush, etc.

EXCAVATION, FILLING, ETC H2

Excavation in earth not exceeding 2m deep H4

Trenches m3

Extra over trench and hole excavations in earth for excavation H4 in

Soft rock m3

Hard rock m3

Extra over all excavations for carting away H4

Surplus material from excavations on site to a dumping site to m3 be located by the contractor

Risk of collapse of excavations H4

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

Keeping excavations free of water H4

Keeping excavations free of all water other than subterranean Item water

Earth filling obtained from the excavations and /or prescribed H4 stock piles on site including compacted to 93% Mod AASHTO density

Under floors, steps, paving, etc m2

Approved G5 filling supplied and carted by the contractor H3 and compacted in layers not exceeding 150mm to 95% Mod AASHTO density

Backfilling to trenches, holes, etc m3

Under floors, steps, paving etc. m2

Compaction of surfaces H4

Compaction of ground surface under floors etc including m2 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 H4

Modified AASHTO Density test No

SOIL POISONING H2

Soil insecticide H4

Under floors etc including forming and poisoning shallow m2 furrows against foundation walls etc, filling in furrows and ramming

To bottoms and sides of trenches etc m2

CONCRETE, FORMWORK AND REINFORCEMENT H2

REINFORCED CONCRETE CAST AGAINST H2 EXCAVATED SURFACES

30MPa/19mm concrete H4

Strip footings m3

Fabric reinforcement H4

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

BRICKWORK H2

Brickwork of NFP bricks in class II mortar H4

Half brick walls m2

One brick walls m2

Brickwork reinforcement H4

150mm Wide reinforcement built in horizontally m

TOTAL SECTION 2 -BILL NO. 2 - FOUNDATIONS

SECTION NO.2 H1

RENOVATIONS AND REFURBISHMENTS H1

BILL NO.3 H1

CONCRETE, FORMWORK AND H1 REINFORCEMENT


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


Cost of tests H4

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 and to the approval of the architect. (Test cubes are measured separately)

Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (12:1), the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh. The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated

Formwork H4

Description 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

Formworks to soffits of solid slabs etc shall be deemed to be 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"

REINFORCED CONCRETE H2

25MPa/19mm concrete H4

Surface beds m3

Slabs cast in panels m3

Aprons cast in panels to falls m3

Raised floor (Server room) m3

Stairs including landings, beams and inverted beams m3

CONCRETE SUNDRIES H2

Finishing top surfaces of concrete smooth with a steel trowel H4

Surface beds, slabs, etc m2

Concrete stairs m2

FORMWORK H2

CAST AGAINST EXCAVATED MATERIALS H2

Casting against excavated materials H3

Sides of footings m2

Sides of Surface bed m2

SMOOTH FORMWORK (DEGREE OF ACCURACY II) H2

Smooth formwork to soffits H4

Landings m2

Stairs with sloping soffits m2

REINFORCEMENT H2

Mild steel reinforcement to structural concrete work H4

8mm Diameter bars t

10mm Diameter bars t

12mm Diameter bars t

TOTAL SECTION NO. 2 BILL O. 3 - CONCRETE, FORMWORK AND REINFORCEMENT

SECTION NO.2 H1


BILL NO. 4 H1

MASONRY H2


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


BRICKWORK H2

Sizes in descriptions H4

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

Linings to concrete H4

Descriptions of linings to concrete, unless otherwise described, shall be deemed to include wire ties

Hollow walls etc H4

Descriptions of hollow walls shall be deemed to include wire ties and leaving every fifth perpend of the bottom course of the external skin open as a weep hole

Reinforced brick lintels H4

Lintels shall bear at least 160mm onto adjacent walling. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous

Face bricks H4

Bricks shall be ordered timeously to obtain uniformity in size and colour

Pointing H4

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

SUPERSTRUCTURE H2

Brickwork of NFP bricks in class II mortar H4

Half brick walls m2

One brick walls m2

Brickwork reinforcement H4



Turning pieces H4

230mm Wide turning piece to lintels etc m

Allied Concrete prestressed fabricated lintels H4

110 x 75mm Lintels in lengths not exceeding 3m (Provisional) m

NUTEC-CEMENT/FIBRE-CEMENT WINDOW SILLS H2

Nutec window internal sill, size 150mm x 15mm thick, H4 manufactured in accordance with SANS 803:2005 and installed below window with window sill lug screwed to underside of sill at 400mm centres, minimum of 75mm from end of window sill and bedded in Class II mortar with plastic slip joints at end of sills at plaster reveals and projecting from the finished face of wall, all in accordance with the manufacturer's recommendations.

15mm x 150mm Wide sills set flat and slightly projecting m

TOTAL SECTION NO. 2 BILL NO. 4 - MASONRY

SECTION NO.2 H1


BILL NO.5 H1

WATERPROOFING H1


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


Waterproofing H4

DAMP-PROOFING OF WALLS AND FLOORS H2

One layer of 375 micron Consol Plastic Brikgrip DPC" H4 embossed damp proof course

In walls m2

One layer of 250 micron "Consol Plastic USB Green" H4 waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape"

Under surface beds m2

4mm Torched on Derbigum waterproofing on 40mm min H4

cement screed

Roof slab m2

TOTAL SECTION NO. 2 BILL NO. 5 - WATERPROOFING

SECTION NO.2 H1


BILL NO.6 H1

ROOF COVERINGS ETC H1


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


General H4

All roof coverings, etc., to be with a covering of Z275 galvanising. All holes to be drilled and not punched

Where described as with "Chromadek" finish, all sheets, flashings, etc., shall be with "Chromadek" silicone polyester paint for exterior use

Sizes H4

All items are measured net unless otherwise described

Flashings, trimming plates, etc. H4

Prices to include for all cutting and waste and relevant fixing material, unless otherwise described

All rates for flashings, trimmings, etc., to include for forming drips and closed ends to troughs of sheet steel roof covering where applicable

All items are unless otherwise described measured net

PROFILED METAL SHEETING AND ACCESSORIES H2

IBR Kliplock 686 Steel Roof sheeting zinc coated with H4

Chromadek finish and protective primer on 38x38mm SA Pinebattens @ 340mm centres max. 0.25mm white polyolefin membrane on prefabricated approved engineered SA Pine timber trusses with gang nail or similar joints 700mm centres max. on 115x38mm SA Pine wall plate.

Roof covering with pitch not exceeding 15 degrees m2

Narrow flute closer m

TOTAL SECTION NO. 2 - BILL NO. 7 - ROOF COVERINGS

SECTION NO.2 H1


BILL NO.7 H1

FLOOR COVERINGS H1


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


General H4

FLOOR COVERINGS H2

Carpet 100% recycled material colour blue H4

On Floors m2

Approved 12.7mm x 1200mm strained and sealed mahogany H4 floor planks with brushed aluminium strips inlays.

On floors m2

Floorworx Laminated Floor or similar approved Strip design H4 boards size 1225x200x7mm thick water proof membrane layer lapped 200mm including 40mm turn.

On Floors and landings m2

On treads 255mm wide m

On risers 170mm high m

Skirting 150mm high stepped overtreads and risers of stairs m

TOTAL SECTION NO. 2 BILL NO. 7 - FLOOR COVERINGS

SECTION NO.2 H1


BILL NO.8 H1

CARPENTRY AND JOINERY H1


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


Particle board: H3

Particle board shall comply with the following specifications:

a) SABS 1300 Particle board: exterior and flooring type

b) SABS 1301 Particle board: interior type

Joinery: H3

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 H3

Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete

Decorative laminate finish: H3

Laminate finish shall be glued under pressure. Edge strips shall be butt jointed at junctions with adjacent similar finish

PREFABRICATED ROOF TRUSSES H2

Pre-fabricated metal connected timber roof trusses H3

All trusses shall be fabricated by an approved truss manufacturer who holds a current Certificate of Competence awarded by the Institute for Timber Construction

Timber H3

Timber for trusses to be South African softwood and shall be in accordance with the grades as defined in SABS Specification No 563 or as defined in SABS Specification No 1460

Bolts H3

Bolts shall be in accordance with BS 4190 or SABS 135

Shear plates, tooth connectors and split rings H3

Shear plates, tooth connectors and split rings shall be in accordance with BSS 1759 : 1960 and installed in accordance with the CSIR Publication HOUT 468, "The Design, Manufacturing and Erection of Timber Trusses"

Washers H3

Square or round washers of the following dimensions shall be used with all bolts:

1 Bolts up to 8mm diameter:Washers shall be minimum 25mm wide of minimum 2,50mmthickness

2 Bolts up to 12mm diameter:

Washers shall be minimum 36mm wide of minimum 4,00mmthickness

3 Bolts up to 20mm diameter:

Washers shall be minimum 60mm wide of minimum 5,00mmthickness

Metal connector plates H3

Metal connector plates shall be fabricated out of not less than 1mm thick drawn quality galvanised steel

The steel shall have a minimum yield strength of 228MPa and a minimum ultimate tensile strength of 330MPa. The corrosion resisting coating shall be not less than 275g/m2 commercial class hot dipped galvanising as per SABS 934 before stamping

All connector plates shall have been tested by the engineers and be of a size capable of transmitting the forces between members of a truss without exceeding the design values published in the engineers report

Truss construction H3

Trusses shall be constructed in jigs specially designed to unsure the correct profile, overhangs and cambers

Where metal connector plates are used all joints are to be close fitted butt joints made by precision pressing of the metal connector plates into each side of the joint

Truss design H3

All trusses shall be designed by a registered Professional Engineer in accordance with SABS 0163 ("Design of Timber Structures") and Code 0160 ("Loadings")

Truss spacing H3

The truss centres shall be less than or equal to that as described in this bill for each respective truss

Truss pitch H3

The truss pitch shall be as described in this bill for each respective truss type

Truss loading H3

Trusses shall be designed for a live load of 0,50kN/m2 and dead load as specified under the sub-heading "Specific load specifications for roof trusses"

Shop drawings, design and erection guarantee certificates H3

It will be expected from the Contractor to timeously prepare, submit and obtain the necessary approvals from the Representative/Agent in respect of the required shop drawings, design and erection guarantee certificates as specified

Dimensions H3

All dimensions given in the descriptions of the trusses are nominal and actual measurements are to be obtained by actual measurements taken on the site before design or fabrication commences

Erection H3

All trusses are to be hoisted and erected strictly in accordance with the procedures and recommendations of the manual "The Erection and Bracing of Timber roof Trusses" as published by the Institute for Timber Construction, or the SABS Code of Practice "The Design, Manufacture and Erection of Timber Roof Trusses", or as designed and detailed by the designer

Design system H3

The design system as documented in this bill is based on the "MiTek" system and all references given in the descriptions are related to specific type of trusses based on this design system

However, Contractors are to note that any design system of similar quality may be used subject to the prior written approval of the Representative/Agent

Specific specifications for roof trusses H3

Unless otherwise described, the following specifications will apply:

1 All trusses to be with a 10░ pitch

2 The dead load consists of corrugated roof sheeting and purlins at approximately 1200mm centres

SKIRTINGS H2

Wrought meranti H4

19 x 76mm Skirting including 19mm quadrant bead nailed m

DOORS, ETC H2

44mm semi-solid core door with Masonite Plain standard H3 SABS approved hardboard on both sides of the door

44mm Door 813x2032mm high (D2) No

Swartland Cape Culture door frame with full glass with 90 x H470mm rebated, moulded, grooved and weather grooved hardwood door frame with full glass top light and 90 x 44mm splay rebated, grooved and weather grooved sealed sealed with a linseed oil based transit stabilizing sealer

44mm thick door 813x2032mm high (D3) No

Swartland Cape Culture door frame with full glass with 90 x H470mm rebated, moulded, grooved and weather grooved hardwood door frame with full glass top light and 90 x 44mm splay rebated, grooved and weather grooved sealed sealed with a linseed oil based transit stabilizing sealer

44mm thick door 1480x2032mm high (D5) No

813x2032x40mm THICK TDM SEMI SOLID DOOR WITH H4COMMERCIAL VENEER BOTH SIDES AND 2 HARDWOOD CONCEALED EDGES

40mm door 813x2032mm high (D6) No

TOTAL SECTION NO. 2 BILL NO. 8 - CARPENTRY AND JOINERY

SECTION NO.2 H1


BILL NO.9 H1

CEILING , ETC. H1


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


Descriptions: H4

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 have been given elsewhere

PARTITIONING H2

60mm thick wall partitioning 3340mm high m2

CEILING CONSTRUCTION, CORNICES, ETC. H2

Herculite ceiling boards H4

75mm Coved cornices m

NAILED UP AND SCREWED UP CEILINGS H1

2 x coats acrylic paint, 1 x undercoat to plstered 6.4mm thick H4gypsum celing sand papered, sealed and primed with 2x50mm fibre glass insulation laid crosswise with a single sheet of kraft paper laid underneath 6.4mm thik gypsum ceiling

6.4mm gypsum ceiling m2

Extra over ceiling for opening for 610x610mm trap door of No50x76mm wrought softwood rebated framing with one38x38mm sawn softwood cross brander covered with ceilingboard and fitted flush in opening

TOTAL SECTION NO. 2 BILL NO. 9 - CEILINGS, PARTITIONS AND ACCESS FLOORING

SECTION NO.2 H1


BILL NO.10 H1

IRONMONGERY H1


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


Descriptions H4

Items described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs

Finishes to ironmongery H4

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

AS Anodised silver

AB Anodised bronze

AG Anodised gold

ABL Anodised black

PB Polished brass

PL Polished and lacquered

PT Epoxy coated

SD Sanded

Solid H4

Cylinder lockset with hollow brushed stainless steel or Noaluminium furniture as per dorma, or similar approved by theArchitect

SUNDRIES H2

Solid H4

Dorma "Code 255" door stop plugged No

TOTAL SECTION NO. 2 BILL NO. 10 - IRONMONGERY


BILL NO. 11 H1

METALWORK H1


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

Descriptions H4

Descriptions of bolts shall be deemed to include nuts and washers

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

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

Drawings H4

Tenderers are referred to architect's drawings annexed to this document for full details of the windows, doors, etc

Standard extruded aluminium window frame H4

600x2125mm high standard extruded aluminium windows No (W01)

2100x556mm high standard extruded aluminium windows No (W02)

600x900mm high standard extruded aluminium windows(W03) No

1800x1200mm gigh standard extruded aluminium windows No (W04)

900x900mm high standard extruded aluminium windows (W05) No

ALUMINIUM HINGED DOUBLE DOOR WITH MIDRAIL HUNG H4ON PAIR OF ALUMINIUM BUTTS, GLAZED IN ACCORDANCE WITH SANS 10160:2010 SANS10137:2002, SANS 10400:2010 (PART N OF SECTION 3) AND SANS 1263; ALL IN ACCORDANCE WITH AAAMSA SELECTION GUIDE FOR GLAZED ALUMINIUM ARCHITECTURAL ALUMINIUM PRODUCTS

2141x2125mm Aluminium double door (D01) No

ALUMINIUM HINGED FOLDING DOOR WITH MIDRAIL H4HUNG ON PAIR OF ALUMINIUM BUTTS, GLAZED IN ACCORDANCE WITH SANS 10160:2006, ALL IN ACCORDANCE AAAMSA SELECTION GUIDE FOR GLAZED ALUMINIUM ARCHITECTURAL ALUMINIUM PRODUCTS

5000x2465mm high (D04) No

Welded handrails to stairs H3

60mm diameter continuous horizontal stainless steel handrails, m 100mm high overall, fixed with and including 15mm stainless steel rods at 600mm centres fixed to wall with 40mm diameter stainless steel spon cus to conceal fix plate, including all flat section plates, cleats, etc.

60mm diameter continuous raking stainless steel handrails, m 100mm high overall, fixed with and including 15mm stainless steel rods at 600mm centres fixed to wall with 40mm diameter stainless steel spon cus to conceal fix plate, including all flat section plates, cleats, etc.

Extra over for flat colsed end No

Extra over ramp or knee No

Extra over for rounded closed end No

TOTAL SECTION NO. 2 BILL NO. 11 - METALWORK

SECTION NO.2 H1


BILL NO. 12 H1

PLASTERING H1


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

EXTERNAL PLASTER H2

Cement plaster on brickwork H3

On Walls m2

SCREEDS H2

Screeds on concrete H4

30mm Thick on floors m2

INTERNAL PLASTER H2

Cement plaster on brickwork H4

On walls m2

Screeds on concrete H4

25mm thick on floors on staircase infill m2

TOTAL SECTION NO. 2 BILL NO. 12 - PLASTERING

SECTION NO.2 H1


BILL NO.13 H1

TILING H1


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


Descriptions H4

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

WALL TILING H2

Glazed ceramic wall tiles (PC R85,00/m2 VAT excl.) fixed with H4 adhesive to plaster (plaster elsewhere)

On walls m2

FLOOR TILING H2

600x600mm Porcelain tiles or similar approved H4

On floors and landings m2

330x330mm Ceramic tiles or similar approved H4

On floors and landings m2

TOTAL SECTION NO. 2 BILL NO. 13 - TILING

SECTION NO.2 H1

BUILDING WORKS (RENOVATIONS AND H1 REFURBISHMENTS)

BILL NO.14 H1

PLUMBING AND DRAINAGE H3


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


Polycop polypropylene pipes: H3

Polypropylene pipes 54mm diameter and under shall be seamless copper coloured class 16 pipes jointed with "Fast-fuse" heat welded thermoplastic or brass compression fittings as designed for use with copper pipes as stated

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

All pipe diameters are nominal external

Polylink polypropylene pipes: H3

Polypropylene pipes 63mm diameter and over shall be class 12 pipes jointed with cast iron "Supraclamp" running joints

Fusion welded bends, once or twice mitred as necessary, and tees shall be factory manufactured

Fusion welded bends and tees shall include jointing to pipes with PVC rubber ring double Z joint couplers

Branch tees shall include flanged and bolted joints to "Polycop" branch pipes in addition and for brass compression male iron to copper straight couplers

Reducers shall include jointing to pipes with PVC rubber ring double Z joint couplers and reducers shall be of sufficient overall length to accommodate same

All pipes shall be jointed and fixed strictly in accordance with the manufacturer's instructions

All pipe diameters are nominal external

Concrete pipes: H3

Pipes shall be jointed with ogee joints with rubber collars or socket and spigot joints with rubber rings

Vitrified clay pipes: H3

Pipes shall rest on solid ground and, where necessary, pockets

of sufficient size shall be cut around joints to enable the jointing

to be properly performed or, alternatively, pipes shall be bedded full length on and including unreinforced concrete laid in a semi-dry state immediately before pipes are laid

Sewer and drainage pipes and fittings shall be jointed and sealed with butyl rubber rings

uPVC pipes and fittings: H3

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

uPVC pressure pipes and fittings: H3

Pipes for water supply shall be of the class stated

Pipes of 40mm diameter and smaller shall be plain ended with solvent welded uPVC loose sockets and fittings

Pipes of 50mm diameter and greater shall have sockets and spigots with push in type integral rubber ring joints. Bends shall be uPVC and all other fittings shall be cast iron, all with similar push-in type joints

Copper pipes: H3

Pipes shall be hard drawn and half-hard pipes of the class stated. Class 0 (thin walled hard drawn) pipes shall not be bent. Class 1 (thin walled half-hard), class 2 (half-hard) and class 3 (heavy walled half-hard) pipes shall only be bent with benders with inner and outer formers. Fittings to copper waste, vent and anti-syphon pipes, capillary solder fittings and compression fittings shall be "Cobra Watertech" type. Capillary solder fittings shall comply with ISO 2016. Only compression fittings shall be used in walls or in ground

Fixing of pipes H3

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

Lead pipes and fittings H3

All soldered joints shall be wiped and brass unions shall be used for jointing lead to steel

Reducing fittings H3

Where fittings have reducing ends or branches they are described as "reducing". In the case of pipes with diameters not exceeding 60mm only the largest end or branch size is given. 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. In the case of pipes with diameters exceeding 60mm all sizes are given and no claim for extra bushes, reducers, etc will be entertained

Wire gratings H3

Descriptions of gutter outlets etc shall be deemed to include

wire balloon gratings

Septic tanks H3

Descriptions of 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

Exposed concrete surfaces H3

Exposed surfaces of concrete stormwater channels, cover slabs, inspection eye marker slabs, gulley tops, cleaning eye tops, catchpits, inspection chambers, etc shall be finished smooth with plaster

Excavations H3

No claim for rock excavation will be entertained unless the contractor has timeously notified the quantity surveyor thereof prior to backfilling

Soft rock and "hard rock" shall be as defined in "Earthworks"

Laying, backfilling, bedding, etc. of pipes H3

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

Where no manufacturers' instructions exist pipes shall be laid in accordance with clauses 5.1 and 5.2 of each of the following:

SABS 1200 L : Medium-pressure pipelines

LD : Sewers

LE : Stormwater drainage

Pipe trenches etc shall be backfilled in accordance with clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200

DB : Earthworks (Pipe trenches)

Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1, 5.1 to 5.3 and 7 of SABS 1200

LB : Bedding (Pipes).

Unless otherwise described bedding of rigid pipes shall be class B bedding

Flush pans H3

Flush pans shall have straight or side outlets and "P" or "S" traps as necessary

Stainless steelbasins, sinks, wash troughs, urinals, etc. H3

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

Waste unions H3

Descriptions of waste unions shall be deemed to include rubber or vulcanite plugs and chains fixed to fittings

Steel sectional water tanks H3

Tanks shall comply with SABS CKS 114

Densyl petrolatum anti-corrosion tape as manufactured H3 by Denso SA (Pty) Ltd.

Pipes to be taped shall be coated with the appropriate primer and the tape shall be applied with minimum 15mm lap per spiral unless otherwise described

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

WATER SUPPLIES H2

Class 0 copper pipes H3

15mm Pipes m

22mm Pipes m

28mm Pipes m

Extra over class 0 copper pipes for capillary fittings H3

15mm Fittings No

22mm Fittings No

28mm Fittings No

PVC gulley H3

110mm Gulley trap with ),P,Q or S outlet, plain gulley head and No grating, jointed to 110mm PVC pipe, including excavated for, bedding on and encasing in concrete 15 MPa/19mm, not exceeding 0.75mm deep to invert

Sundries H3

300 x 300 x 50mm Precast concrete inspectio eye marker slab No set in ground

100mm Cast iron "ABC" cleaning eye No

RAINWATER DISPOSAL H2

0,6mm Galvanised sheet iron with "Chromadek" finish on one H4 side

100 x 125mm Eaves gutters with beaded front edge m

Extra over eaves gutter for angle No

Extra over eaves gutter for stopped end No

Extra over eaves gutter for outlet for 100mm diameter pipe No

100mm Diameter rainwater pipes m

Extra over rainwater pipe for eaves or plinth offset 450mm No projection

Extra over rainwater pipe for shoe No

SANITARY PLUMBING H2

Extra heavy duty structured wall uPVC sewer pipes to H3 SANS 1601

50mm Pipes m

110mm Pipes m

Extra over extra heavy duty structured wall uPVC sewer H3 pipes to SANS 1601 for fittings

50mm Access bend No

110mm Access bend No

50mm Junction No

SANITARY FITTINGS H2

BASINS H4

Manufactured of acrylic material (white colour) as per No developers prefered choice and range

Toilets H4

Wall - hung ( white colour) with Geberit or similar system as per No developers prefered choice

MIXERS H2

Cobra Watertech H4

Grohe or similar as per developers prefered choice and range. No

Accessories H4

Toilet roll holder No

Kitchen sink H4

Stainles steel double bowl sink as per developers prefered Item choice and range

Urinals H4

VAAL Sanitaryware 570x455mm Weaver surface mounted No vitreous china vanity urinals (product code 704201/702500)

TOTAL SECTION NO. 2 BILL NO. 14 - PLUMBING AND DRAINAGE

SECTION NO.2 H1

BUILDING WORK (RENOVATIONS & H1 REFURBISHMENTS)

BILL NO.15 H1

ELECTRICAL WORK H1


Note: Contractor to provide temporary generator H1 power on site during installation for testing and temporary power supply for the duration of the construction period

Complete installation: Reticulation; electrical, telephone and H4 data)

NOTE: Tenderers are advised to study the specifications before H4 pricing the bill.

DISTRIBUTION BOARDS H2

Supply, Install, test and commision distribution board in the H4 bulding - Flush mounted distribution board cupboards, c/w all switchgear and breakers

DB-A No

Label all circuits and install signage to the panels and COC SUM

Supply cable SUM

EXTERNAL LIGHTING H2

Supply, deliver, install, connect, test and commissioning the H4 following external light fittings

TYPE W1 - Wall mounted bulkhead LED light fitting with LM6 No die cast and extruded aluminium body and opal acrylic diffuser fitted with 15W LED lamp

TYPE F03 - Vapour proof flourescent light fitting, fitted with No 2x36W T5 lamps

WIRING & TERMINALS H3

Supply, delivery and installation of Cu Conductors: H4

2,5mm2 PVC insulated conductor H4

Supply and delivery m

Installation m

2,5mm2 bare copper earth wire H4


Installation m

Day Light switch H4

Supply and installation No

LIGHTING INSTALLATIONS H2

WIREWAYS H3

Supply and Install Trunking H4

Supply and install P8000 trunking suspended from slab and H4 trusses in ceiling void.


Installation m

Supply, delivery and installation of PVC conduits, surface H4

mounted in ceiling voids and fixed to walls or cast-in or built into walls, including all fixing materials, bends, terminations, draw boxes, etc.

20mm diameter H4


Installation m

Supply, delivery and installation of Conduit outlets boxes c/w H4 locknuts and bushes built into brick or cast into concrete or surface mounted

100 x 50 x 50 mm, c/w applicable cover H4

Supply and delivery No

Installation No

65mm round box, c/w cover H4


Installation No

ACCESSORIES H3

Supply, deliver and install accessories to boxes H4

5A, 3-pin socket outlets to trunking No


Supply, delivery and installation of Cu Conductors: H4

1,5mm2 PVC insulated conductor H4


Installation m

2,5mm2 bare copper earth wire H4


Installation m

LIGHT FITTINGS H3

Supply, deliver, install, connect, test and commissioning the H4 following light fittings

TYPE F01 - 1200x300mm surface mounted flourescent light No fitting

TYPE C1 - 230V 103mm diameter LED downlight ceiling No recessed Die-cast aluminium body with acrylic lens(8w cool white)

TYPE F02 - Open channel flourecscent light fitting No

Supply, deliver, install, connect, test and commissioning of H4 Sensors

Supply, deliver, install, connect, test and commissioning H4 occupancy sensors

WSD PDT No

Adaptors 5 Amp 2 Way No

Adaptors 5 Amp 4 Way No

SMALL POWER INSTALLATION H2

WIREWAYS H3

Supply, delivery and installation of PVC conduits, surface H4

mounted in ceiling voids and fixed to walls or cast-in or built into walls, including all fixing materials, bends, terminations, draw boxes, etc.

20mm diameter H4


Installation m

Supply and install conduit droppers chased or built into wall, No consisting of 3 x 25mm dia & 2 x 20mm dia from wire basket & trunking in ceiling void to power skirting c/w 1.6mm draw wires

Supply, delivery and installation of Conduit outlets boxes c/w H4 locknuts and bushes built into brick or cast into concrete or surface mounted, c/w applicable cover

100 x 100 x 50 mm H4


Installation No

Supply, deliver and installation of the 1 compartment, 1 cover H4 Midland power skirting complete with all accessories including internal/external bends, end caps etc.

as per ground floor drawing m

Supply and Install Trunking H4

Supply and install 5A 3 pin power trunking suspended from slab H4 and trusses in ceiling void.


Installation No

Supply, delivery and installation of socket outlets H4

16 A, 3-pin standard white SSO H4

Flush Mounted No

Power skirting mounted No

16 A, 3-pin double white SSO H4

Flush Mounted No

16 A, 3-pin dedicated red SSO H4

Power skirting mounted, 45 degree (including plug top) No

Supply and installation of power skirting accessories H4

Blank cover plate suitable for RJ 11 telephone outlet No


Supply, Deliver and installation of Cu Conductors: H4

2.5mm2 PVC insulated conductor H4


Installation m

2.5mm2 bare copper earth wire H4


Installation m

PROVISIONAL SUMS H2

Provisional Sums exclude the cost of Overheads, Preliminaries and Profit

Provisional Sums: H4

Eskom Connection Fee SUM

TOTAL SECTION NO. 2 BILL NO 15 - ELECTRICAL WORKS

SECTION NO.2 H1


BILL NO. 16 H1

GLAZING H1


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

GLAZING TO STEEL WITH PUTTY H2

4mm Clear float glass H4

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

TOPS, SHELVES, DOORS, MIRRORS, ETC H2

4 mm Silvered float glass copper backed mirrors with 10 H3 mm bevelled and polished edges holed for and fixed with chromium plated dome capped mirror screws with rubber buffers to plugs in brickwork or concrete

Mirror 400 x 600mm high with four (4) screws No

TOTAL SECTION NO. 2 BILL NO. 16 - GLAZING

SECTION NO.2 H1


BILL NO. 17 H1

PAINTWORK H1


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

PAINTWORK ETC TO NEW WORK H2

ON FLOATED PLASTER H2

2 x coats eggshell acrylic, 1 xx coat undercoat H4

On internal walls m2

On external walls m2

ON FIBRE-CEMENT H2


On ceilings and cornices m2


On window sills not exceeding 300 mm girth m


Edges and soffit of slabs m2

ON WOOD H2

Three coats matt varnish H4

On doors m2

On skirtings, rails, cornices etc not exceeding 300 mm girth m

ON METAL H2

As per the NLC Spec H4

On support steel work m2

TOTAL SECTION NO. 2 BILL NO. 17 - PAINTWORK

SECTION NO.3 H1


BILL NO.1 H1

EXTERNAL WORKS H1

PAVING H1

Materials and workmanship must be in accordance to the H4 following SABS 1200 specifications:

C

D

DM

M

ME

MF

MK

MM

EARTHWORKS H2

Site clearance H4

Digging up and removing rubbish, debris, vegetation, hedges, m2 shrubs and trees not exceeding 200mm girth, bush, etc

Earthworks H4

Rip and scarify ground level to a depth of 150mm and m2 consolidate to 90% mod. AASHTO density (minimum CBR 3)

Paving layers H4

The following to be natural selected gravel layers evenly spread and consolidated in layers and dimensions as specified and on the drawings. All thicknesses to be consolidated thicknesses.

Where described as "imported" the gravel to be supplied and carted on by the contractor from an approved borrow pit

150mm Selected filling previously set aside compacted to 93% m2 mod. AASHTO density

150mm Imported G6 material compacted to 95% mod. m2 AASHTO density

PAVING H2

Interlocking paving H4

200x100x80mm 'Grey' Interlocking concrete paving blocks m2 layed on compacted ground and riversand blinding.

Weed-killing treatment of surface under paving m2

Kerbs, etc H4

Precast concrete figure 7 kerb (SABS 927), levelled and jointed m in 1:5 cement mortar complete with 15Mpa/19mm in situ concrete support blocks size 225 x 150 x 225mm high, at joints at 1,0m centres, including leaving 6mm expansion joints at 10m intervals between kerbs

TOTAL SECTION NO. 3 BILL NO. 1 - PAVING

SECTION NO. 3 H1


BILL NO.2 H1


NOTE: Tenderers are referred to the definition of general attendance on nominated sub-contractors given in Clause 9 of the Preliminaries

NOTE: Under no circumstances may any Prime Cost - Provisional Amount, etc be extended at an amount lower than the amount given in the Bill

THE FOLLOWING PROVISIONAL SUMS ARE FOR WORK TO BE EXECUTED BY SELECTED SUBCONTRACTORS

The following Provisional Sums are for specialists work to be executed by a selected Sub-contractor who upon appointment in terms of the Conditions of Contract shall be deemed to be a Domestic Sub-Contractor to the Contractor

A Selected Sub-Contractor shall be a Sub-contractor executing work for which a sum of money is provided for in the Bills of Quantities or a Sub-contractor executing additional specialist work which arises as a result of an instruction by the Principal Agent/Engineer

Tender documents for such work shall be prepared by the Principal Agent/Engineer in consultation with and to the approval of the Contractor and such tender document shall be issued by the Principal Agent/Engineer to a list of tenderers agreed upon between the Principal Agent/Engineer and Contractor.

Tenders shall be submitted to the Principal Agent/Engineer

The Selected Sub-contractor shall be chosen by the Principal Agent/Engineer and the Contractor, and the Contractor shall satisfy himself that such selected sub-contractor can meet the requirements of the Sub-Contract agreement and the Contractor shall inform the Principal Agent/Engineer accordingly

The procedure relating to the method of selection, obtaining of tenders, adjudication thereof and the appointment of the Selected Sub-contractor shall not create any contractual relationship between the Client and the Selected Sub-contractor

Carports H4

Provide the sum of R 120 000,00 (One Hundred and Twenty Item Thousand rand) for the erection of carports by Specialists

Allow for giving every facility to Specialists as described Item

Allow for profit on above if required Item

TOTAL SECTION NO. 3 BILL NO. 2 - PARKING CARPORTS

SECTION NO. 3 H1


BILL NO.3 H1




NOTE: The existing boundary wall is still in a very good condition, and for the certainty that the proposed renovations are not likely to tamper with the boundary lines, the likelihood

that the boundary wall will require any work to be done on it are very minimal.The allowances is for any unforseen tampering.








Boundary Wall H4

Provide the sum of R 150 000,00 (One Hundred and Fifty Item Thousand rand) for the required accessories to the boundary wall

Allow for giving every facility to Specialists as described Item

Allow for profit on above if required Item

TOTAL SECTION NO. 3 BILL NO. 3 - BOUNDARY WALL ALLOWANCE

SECTION NO.4 H1


BILL NO.1 H1











HVAC SYSTEM SUPPLY AND INSTALLATION H2

HVAC System H4

Allow for the supply and installation of the HVAC system by the SUM

duly appointed specialist for the sum of R 150 000 ( One Hundred and Fifty Thousand Rands) complete as per the scope of works

Allow profit for the supply and installation of HVAC system Item

Allow attendance for the supply and installation of the HVAC Item system

TOTAL SECTION NO. 4 BILL NO. 1 - HVAC SYSTEM

SECTION NO.4 H1


BILL NO.2 H1








The Selected Sub-contractor shall be chosen by the Principal Agent/Engineer and the Contractor, and the Contractor shall

satisfy himself that such selected sub-contractor can meet the requirements of the Sub-Contract agreement and the Contractor shall inform the Principal Agent/Engineer accordingly



FIRE AND SMOKE DETECTOR WORKS SUPPLY AND H2 INSTALLATION

Fire and Smoke Detector/ Fire System H4

Provide a sum of R200 000,00 ( Two Hundred Thousand Rand) Item for the supply and installation of Smoke Detector/Fire System complete by Specialists

Allow for giving every facility to Specialists as described Item Allow for profit on above if required Item

TOTAL SECTION NO. 4 BILL NO. 2 - FIRE AND SMOKE DETECTOR WORKS SUPPLY AND INSTALLATION

SECTION NO.4 H1


BILL NO.3 H1




The following Provisional Sums are for specialists work to be executed by a selected Sub-contractor who upon appointment

in terms of the Conditions of Contract shall be deemed to be a Domestic Sub-Contractor to the Contractor







IT FIXED REQUIREMENTS WORKS SUPPLY AND H2 INSTALLATION

IT Fixed Requiremenst H4

Allow for the supply and installation of the IT Fixed SUM Requirements works by the duly appointed specialist for the sum of R100,000,00 ( One Hundred Thousand Rands) complete as per the scope of works

Allow profit for the supply and installation of IT Fixed Item requirement works

Allow attendance for the supply and installation of IT Fixed Item requirement works

TOTAL SECTION NO. 4 BILL NO. 3 - IT FIXED REQUIREMENTS WORKS SUPPLY AND INSTALLATION

SECTION NO.4 H1


BILL NO.4 H1









The procedure relating to the method of selection, obtaining of tenders, adjudication thereof and the appointment of the

Selected Sub-contractor shall not create any contractual relationship between the Client and the Selected Sub-contractor


LANDSCAPING SUPPLY AND INSTALLATION H2

Landscaping H4

Allow for the supply and installation of the landscaping by the SUMduly appointed specialist for the sum of R 45,000,00 (Forty FiveThousand Rands) complete as per the scope of works

Allow profit for the supply and installation of landscaping Item

Allow attendance for the supply and installation of landscaping Item

TOTAL SECTION NO. 4 BILL NO. 4 - LANDSCAPING

SECTION NO.4 H1


BILL NO.5 H1











SIGNS COST ALLOWANCE H2

Signage Cost Allowance H4

Allow for the sum of R45, 000,00 ( Forty Five Thousand Rands) SUM for the supply and installation of the signage

Allow profit for the supply and installation of signage Item

Allow attendance for the supply and installation of the signage Item

TOTAL SECTION NO. 4 BILL NO. 5 - SIGNAGE COST ALLOWANCE

SECTION NO.5 H1


OFFICE FURNITURE H2

BILL NO.1 H1

Note. Contractor to obtain SOW and/or liaise with NLC's H3

Project Team Prior purchase of the office furniture

The plugs, data points and the cabling must be entailed on the supply and installation of the tables

Managers Table And Chairs (Including Joinery Fittings, H4Shelving and Units)

Allow provisional sum for the amount of R 50,000.00 (Fifty SUMThousand Rands) for the supply and installation of managerstables including chairs, including timber credenza, glass andsilstone finish complete as per the scope of works and/orProject Manager's specification

Allow a profit for the supply and installation of the managers Itemtable including chairs

Allow attendance for the supply and installation managers table Itemincluding chairs

TOTAL SECTION NO. 5 BILL NO. 1 MANAGERS TABLE AND CHAIRS

SECTION NO.5 H1


BILL NO.2 H1

Note. Contractor to obtain SOW and/or liaise with NLC's H3 Project Team Prior purchase of the office furniture


FILING CABINETS H4

Filing Cabinets (Including Joinery Fittings, Shelving and Units) H4

Allow provisional sum for the amount of R 30,000.00 (Thirty SUMThousand Rands) for the supply and installation of filingcabinets complete as per the scope of works and/or ProjectManager's specification

Allow a profit for the supply and installation of filing cabinets Item

Allow attendance for the supply and installation of filing cabinets Item

TOTAL SECTION NO. 5 BILL NO. 2 - FILING CABINETS

SECTION NO.5 H1


BILL NO.3 H1



PROVISIONAL SUMS - OFFICE FURNITURE H3

OPEN PLAN WORKSTATION H4

Open plan Table And Chairs (Including Joinery Fittings, H4Shelving and Units)

Allow provisional sum for the amount of R 50,000.00 (Fifty SUMThousand Rands) for the supply and installation of open plantables including chairs, including timber credenza, glass andsilstone finish complete as per the scope of works and/orProject Manager's specification

Allow a profit for the supply and installation of the open plan Itemtable including chairs

Allow attendance for the supply and installation open plan table Itemincluding chairs

TOTAL SECTION NO. 5 BILL NO. 3 - OPEN PLAN TABLE AND CHAIRS

SECTION NO.5 H1


BILL NO.4 H1



PROVISIONAL SUMS - OFFICE FURNITURE H3RECEPTION COUNTER H3

Reception Counter ( Including Joinery Fittings, Shelving and H4Units)

Allow provisional sum for the amount of R 50,000.00 (Fifty SUMThousand Rands) for the supply and installation of thereceptionist counter, including timber, silstone and back paintedglass complete as per the project manager's specification

Allow a profit for the supply and installation of the reception Itemcounter including chairs

Allow attendance for the supply and installation of the reception Itemcounter including chairs

TOTAL SECTION NO. 5 BILL NO. 4 - RECEPTION COUNTER

SECTION NO.5 H1


BILL NO.5 H1



OFFICE FURNITURE H2

PROVISIONAL SUMS - OFFICE FURNITURE H3

KITCHEN CUPBOARDS m

Kitchen Cupboards (Including Joinery Fittings, Shelving and H4Units)

Allow provisional sum for the amount of R 40,000.00 (Forty SUMThousand Rands) for the supply and installation of the kitchencupboard, including granite tops, formica door and drawerfronts, melawood internal shelves complete as per the Projectmanager's specification

Allow a profit for the supply and installation of the kitchen Itemcounter including chairs

Allow attendance for the supply and installation of the kitchen Itemcounter including chairs

TOTAL SECTION NO. 5 BILL NO. 5 - KITCHEN CUPBOARDS AND COUNTERS

SECTION NO.6 H1


BILL NO.1 H1

CONTIGENCIES H2

Contigencies H4

Allow Contigencies for the sum of R 300, 000,00 (Three SUM Hundred Thousand Rands)

TOTAL SECTION NO. 6 BILL NO. 1 - CONTINGENCIES

TOTAL BEFORE VATVAT @ 15%GRAND TOTAL INCLUSIVE OFV AT

QUANTITY RATE AMOUNT

37,2

20

46,5

5

12

12

6

50

274

1

1

1

2

2

2

1

1

1

2

1

1

1

233

170

2

890

104

10

6

60

297

1

101

45

101

475

3

475

312

45

475

60

56

681

48

24

5

2

3

650

13

129

166

5

8

6,2

5

5

230

176

741

733

14

45

56

26

475

528

668

50

77

90

11

11

17

320

1

1

3

25

114

327

475

1

32

32

26

2

9

1

5

1

1

10

9

2

4

4

182

475

501

25

181

101

37

42

20

14

10

10

10

2

2

4

5

4

4

4

8

5

5

40

35

6

6

4

8

8

9

8

1

3

1

1 SUM

1 SUM

12

8

300

300

150

150

2

38

38

100

100

10

10

8

8

10

350

350

300

300

27

4

9

10

8

2

100

100

5

0

0

7

7

15

20

20

7

2

6

2

2

300

300

100

100

1

76

6

501

182

475

49

475

120

427

180

300

300

300

300

300

300

71

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1