KNYSNA MUNICIPALITY EOI T59/2020/21 EXPRESSION OF …

KNYSNA MUNICIPALITY

EXPRESSION OF INTEREST: EOI T59/2020/21

EXPRESSION OF INTEREST FOR MISCELLANEOUS CONSTRUCTION WORKS

SUBMISSION DOCUMENT

NAME OF TENDERER:

SUBMISSION CLOSES: 12H00 ON WEDNESDAY 30TH JUNE 2021

Contents List of Returnable Documents ..................................................................................................................................... 3

CONTRACT DATA .................................................................................................................................................... 5

MBD 2 DECLARATION FOR TAX.............................................................................................................................................7 MBD 4 DECLARATION OF INTEREST ...................................................................... Error! Bookmark not defined.

MBD 6.1 PREFERENCE POINTS CLAIM FORM IN TERMS OF THE PREFERENTIAL PROCUREMENT REGULATIONS SCHED ................................................................................................................................................................... 15

MBD 8 - DECLARATION OF BIDDER’S PAST SUPPLY CHAIN MANAGEMENT PRACTICES .................................... 17

MBD 9 - CERTIFICATE OF INDEPENDENT BID DETERMINATION ........................................................................... 19

MBD 15 - CERTIFICATE FOR PAYMENT OF MUNICIPAL SERVICES ....................................................................... 21

EXPRESSION OF INTERESTED CONSTRUCTION FIELD ......................................................................................... 32

SCHEDULE 1: POTHOLE REPAIRS ........................................................................................................................ 33

SCHEDULE 2: BLOCK PAVING ............................................................................................................................... 28

SCHEDULE 3: KERBING AND CHANNELING .......................................................................................................... 37

SCHEDULE 4: SMALL CONCRETE WORKS ............................................................................................................ 41

SCHEDULE 5: PIPE LAYING & PIPE REPAIRS ........................................................................................................ 45

SCHEDULE 6: ROAD MARKING ............................................................................................................................. 49

SCHEDULE 7: ERECTION OF GUARDRAILS........................................................................................................... 54

SCHEDULE 8: CONSTRUCTION OF SPEED HUMPS & BUMPS ............................................................................... 58

SCHEDULE 9: REMOVAL OF SLUDGE FROM THE DRYING PANS ........................................................................... 62

SCHEDULE 10: OCCATIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES ....................................... 66

SCHEDULE 11: AD HOC LABOUR PROVISION ....................................................................................................... 67

SCHEDULE 12: GENERAL WELDING & STEEL WORK ............................................................................................. 68

SCHEDULE 13: ROADS & STORMWATER REINSTATEMENT .................................................................................. 69

SCHEDULE 14: MISCELLANEOUS BUILDING WORKS ............................................................................................. 70

SCHEDULE 15: MISCELLANEOUS PAINTING .......................................................................................................... 71

SCHEDULE 16: SIDE WALKS ................................................................................................................................................ 72

SPECIFICATIONS BILL IOF QUANTITIES

EXPRESSION OF INTEREST T59 /2020/21

List of Returnable Documents

The tenderer must complete the following returnable documents:

Submitted (Yes/No)

Current valid original Tax Clearance Certificate issued by the South African Revenue Services

Current valid BEE Certificate

Municipal Account (within the last 3 months)

MBD 4

MBD 6.1

MBD 8

MBD 9

MBD 15

Authority to Sign

Compulsory Enterprise Questionnaire

Evidence of experience of tenderer

Construction equipment available

Evidence of qualifications of key personnel

Evidence of experience of key personnel

Form of Offer and Acceptance

CIDB Grading

Registration as asbestos handler (relevant to SCHEDULE 6 only)

Letter of good standing from hire company

** NOTE: Failure to supply the required documents, as listed above, will result in your tender being deemed non-responsive

EOI NO: T59/2020/21:

TENDER NOTICE AND INVITATION TO TENDER


Knysna Municipality invites interested contractors for the Expression of Interest for Miscellaneous Construction Works Potentially emerging contractors who satisfy criteria stated in the Expression of Interest pack may be contacted to submit quotations for works in future. Expression of interest will be evaluated on the following functionality criteria and EOI’s that scores less than 60% out of 100% will be considered as non-responsive. Evaluation Criteria and Weight Note that as part of the evaluation process: Only contractors registered with the CIDB will be accepted for works in the category that they are registered in. A receipt for a non-refundable deposit of R 385,70 payable by cheque made out in favour of Knysna Municipality is required on collection of the tender documents. E-mailed tender documents can be obtained from the following address: [email protected] or [email protected] at no cost.

Expression of Interest documents may be collected from the offices of the Director Finance: Procurement Section, Ground Floor, Clyde Street, Knysna. A compulsory meeting will be held on 11th June 2021 the at 08H00 at Technical Services Front Parking area lot, 5 Church Street, Knysna. Queries relating to the issue of these documents or the scope of work may be addressed to: Infrastructure Development Services Department: Attention : Mr. Bryan Campher Tel. No : (044) 302 6435 Email : [email protected]

The closing time for receipt of Expression Of Interest is 12h00 on Wednesday 30th June 2021 Expression of Interest may only be submitted on the documentation that is issued. Telegraphic, telephonic, telex, facsimile and late Expression of Interest documents will not be accepted. Expression of Interest documents will be opened immediately after the closing time for Expression of Interest Location: Tender Box, Directorate Finance: Procurement Section, Ground Floor, Queen Street, Knysna.

The bids are subject to the Preferential Procurement Policy Framework Act SCHEDULE 19, the Preferential Procurement Regulations SCHEDULE 19, and Council Preferential Procurement Policy adopted in terms of Section 2 of the Act. The 80/20 Preference Point System will be applied. CLOSING DATE: WEDNESDAY 30TH JUNE 2021@ 12H00 DJ Adonis

ACTING MUNICIPAL MANAGER

Clyde Street,

Knysna

mailto:[email protected]

mailto:[email protected]


CONTRACT DATA A BACKGROUND Knysna Municipality invites interested service providers for the Expression of Interest for Miscellaneous Construction Works, in order to create an approved contractor database of respective service providers, which will be valid for three years.

In order to achieve this goal, they seek to identify and pre-qualify a Panel of Small Contractors skilled in separate General Works Categories, being: POTHOLE REPAIRS ROADS & STORMWATER REINSTATEMENT ROAD MARKING BLOCK PAVING SIDE WALKS KERBING AND CHANNELING SMALL CONCRETE WORKS MISCELLANEOUS BUILDING WORKS PIPE LAYING AND PIPE REPAIRS MISCELLANEOUS PAINTING ERECTION OF GUARD RAILS CONSTRUCTION OF SPEED HUMPS REMOVAL OF SLUDGE FROM THE DRYING PANS OCCASIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES AD HOC LABOUR PROVISION GENERAL WELDING & STEEL WORK Each contractor will be assessed on his experience, experience of keys staff and plant/tools that he has to indicate his/her availability to execute the works. B CONDITIONS OF CONTRACT Tender offers will only be accepted if:

a) the tenderer is not in arrears for more than 3 months with municipal rates and taxes and municipal service charges or will enter into mutual agreement to have any outstanding charges paid,

b) the tenderer or any of its directors is not listed on the Register of Tender Defaulters in terms of the Prevention and Combating of Corrupt Activities Act of SCHEDULE 1904 as a person prohibited from doing business with the public sector;

c) the tenderer has not: i) abused the Employer’s Supply Chain Management Supply System; or ii) failed to perform on any previous contract and has been given a written

notice to this effect; and d) the tenderer has completed the Compulsory Enterprise Questionnaire and there are no

conflicts of interest which may impact on the tenderers ability to perform the contract in the best interests of the Employer or potentially compromise the tender process.

e) The tenderer has in his or her possession an original valid VAT Clearance Certificate issued

by SARS, B-BBEE Certificate.

f) The tenderer has no other contracts, with the Knysna Municipality, that will run concurrently with

this one should that would influence their commitment towards the success of this project.

g) The tenderer is registered with the CIDB h) The tenderer has provided all the returnable documents

Statutory and general conditions Notwithstanding the provisions of the CIDB Act, OHS Act, Municipal Finance Management Act, EM Act, Construction Regulations and the GCC 2015 the successful contractor has to fulfil the following duties as part of the scope of works and it is assumed that the contract sum includes these.

1. The contractor must manage his own staff on site. 2. The contractor must provide, at his own cost, the necessary gear, plant, tools and equipment, etc. to

complete the works at a wet rate. 3. The contractor must take control of safety on site. 4. The contractor must provide adequate traffic control on site if required and must liaise with the relevant

authorities for approval. 5. The contractor must safe guard the materials on site. 6. The contractor must comply with the required standards and specifications. 7. The contractor must keep the site in a neat state at all times. 8. Contractor must submit a site safety plan and traffic control plan for each project.

Measurement and payment

Payment will be made on final measured quantities and the method to be used shall be Civil Engineering Quantities 1973 (CEQ 73), SABS 120 as well as GCC 2015 as applicable to each scope of work. Payment certificates must be agreed before any invoices can be generated for payment. C CONTRACT DATA The Employer’s address for delivery of tender offers and identification details to be shown on such tender offer package are:

Location of tender box: TENDER BOX, PROCUREMENT SECTION, MUNICIPAL OFFICES Physical address: CLYDE STREET, KNYSNA. Identification details: T59/2020/21 The closing time for submission of tender offers is 12h00 on WEDNESDAY 30TH June 2021. BID CRITERION & PROCUREMENT POLICY Note that as part of the evaluation process: Only contractors registered with the CIDB will be accepted for works in the category that they are registered in. All expression of interest bids will be evaluated in TWO STAGES (2). The first stage will be assessed in terms of FUNCTIONALITY and only once the prospective tender has achieved the required score for functionality then the tender will be added to the data base. Once funds have been made available for a Municipal Project, the 80/20 preference point system as regulated in the PREFERENTIAL PROCUREMENT REGULATIONS, SCHEDULE 1911 will be implemented once a bid is received for a particular tender. Then the DISCRETIONERY STAGE to meet the Councils objectives will follow.

Objectives: Prospective tenderers shall note that it is the Councils intention to promote HDI ownership, Local contractors and Ward based contractors for the expression of Interest. Bids will be evaluated in terms of the 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

Criteria for award after establishment of Panel All qualifying contractors will be set in a pool/panel

All contractors will be given assignments on a municipal predetermined bill of quantities

Bill of quantities will hold good until the assignment is complete

This particular panel does not have Variation Orders

Additional work identified during implementation is carried over to the next bidder

When work is available contractors will be called on the basis of their works category

Contractors will be given works assignments on a rotational basis governed by eligibility in terms of CIDB

Act, i.e. contractors may only be given works which they qualify for but will be rotated as long as the panel is

still valid

Qualifying contractors will be evaluated for performance after completion of each assignment.

Non performing contractors will be eliminated from the panel immediately

Contractors who fail to pitch for the assignment on the commencement date will be excluded and another

contractor will be appointed in their place

All works are deemed to meet SANS 1200 standards on completion regardless of the sufficiency of the

specification provided to the contractor at the time of assignment. All works will be measured against SANS

1200 specification.

Validity of Rates

The rates in this tender are assumed to hold good for the three year period

Cost Price Adjustment (CPA) is not applicable in this bid

Certificate of Authority for Signatory Signatories for closed corporations, partnerships and companies shall confirm their authority by attaching to this form a duly signed and dated copy of the relevant resolution of their members or the board of directors or partners, as the case may be. An example for a company is shown below: "By resolution of the board of directors taken on (date)______________________________________________ Mr / Ms _________________________________________________________________________________ has been duly authorized to sign all documents in connection with the tender for contract No. ______________________________________________________________________________ and any contract which may arise therefrom on behalf of (Tenderer) ______________________________________________________________________________ ________________________________________________________________________________________

Signed Date

Name Position

Tenderer

MBD 2

TAX CLEARANCE CERTFICATE REQUIREMENTS

It is a condition of bid that the taxes of the successful bidder must be in order, or that

satisfactory arrangements have been made with South African Revenue Service (SARS) to meet

the bidder’s tax obligations.

1 In order to meet this requirement, bidders are required to complete in full the attached form TCC 001

“Application for a Tax Clearance Certificate” and submit it to any SARS branch office nationally. The Tax

Clearance Certificate Requirements are also applicable to foreign bidders / individuals who wish to

submit bids.

2 SARS will then furnish the bidder with a Tax Clearance Certificate that will be valid for a period of 1

(one) year from the date of approval.

3 The original Tax Clearance Certificate must be submitted together with the bid. Failure to submit the

original and valid Tax Clearance Certificate will result in the invalidation of the bid. Certified copies of the

Tax Clearance Certificate will not be acceptable.

4 In bids where Consortia / Joint Ventures / Sub-contractors are involved, each party must submit a

separate Tax Clearance Certificate.

5 Copies of the TCC 001 “Application for a Tax Clearance Certificate” form are available from any SARS

branch office nationally or on the website www.sars.gov.za.

6 Applications for the Tax Clearance Certificates may also be made via eFiling. In order to use this

provision, taxpayers will need to register with SARS as eFilers through the website www.sars.gov.za.

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

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

MBD 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 exceed/not exceed R50 000 000 (all applicable taxes included) and therefore the ………….. preference point system shall be applicable; or

b) Either the 80/20 or 90/10 preference point system will be applicable to this tender (delete whichever is not applicable for this tender).

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.

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:

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

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 MUNICIPAL INFORMATION

Municipality where business is situated: ….……………………………………………….

Registered Account Number: ………………………….

Stand Number:……………………………………………….

8.8 Total number of years the company/firm has been in

business:……………………………

8.9 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 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. …………………………………….

MBD 4 - DECLARATION OF INTEREST

1. No bid will be accepted from persons in the service of the state1. 2. Any person, having a kinship with persons in the service of the state, including a blood relationship, may make

an offer or offers in terms of this invitation to bid. In view of possible allegations of favouritism, should the resulting bid, or part thereof, be awarded to persons connected with or related to persons in service of the state, it is required that the bidder or their authorised representative declare their position in relation to the evaluating/adjudicating authority and/or take an oath declaring his/her interest.

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

3.1. Full Name of bidder or his or her representative

3.2. Identity Number

3.3. Position occupied in the Company (director, shareholder etc.)

3.4. Company Registration Number

3.5. Tax Reference Number

3.6. VAT Registration Number

3.7. Are you presently in the service of the state? YES NO

3.7.1. If so, furnish particulars:

3.8. Have you been in the service of the state for the past twelve months? YES NO


3.9. Do you have any relationship (family, friend, other) with persons in the service of the state and who may be involved with the evaluation and or adjudication of this bid?

YES NO


1 MSCM Regulations: “in the service of the state” means to be –

(a) a member of –

i. any municipal council; ii. any provincial legislature; or

iii. the national Assembly or the national Council of provinces;

(b) a member of the board of directors of any municipal entity; (c) an official of any municipality or municipal entity;

(d) an employee of 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); (e) a member of the accounting authority of any national or provincial public entity; or

(f) an employee of Parliament or a provincial legislature.

3.10. Are you aware of any relationship (family, friend, other) between a bidder and any persons in the service of the state who may be involved with the evaluation and or adjudication of this bid?

YES NO


3.11. Are any of the company’s directors, managers, principle shareholders or stakeholders in the service of the state?

YES NO


3.12. Is any spouse, child or parent of the company’s directors, managers, principle shareholders or stakeholders in the service of the state?

YES NO


4. DECLARATION

I, the undersigned (name) , certify that the information furnished in paragraph 3 above is correct. I accept that the state may act against should this declaration prove to be false.

SIGNATURE DATE

NAME OF SIGNATORY

POSITION

NAME OF COMPANY

MBD 8 - DECLARATION OF BIDDER’S PAST SUPPLY CHAIN MANAGEMENT PRACTICES

1. This Municipal Bidding Document must form part of all bids invited. 2. It serves as a declaration to be used by municipalities and municipal entities 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 rejected if that bidder, or any of its directors have: a. abused the municipality’s / municipal entity’s supply chain management system or committed any

improper conduct in relation to such system; b. been convicted for fraud or corruption during the past five years; c. wilfully neglected, reneged on or failed to comply with any government, municipal or other public

sector contract during the past five years; or d. been listed in the Register for Tender Defaulters in terms of section 29 of the Prevention and

Combating of Corrupt Activities Act (No 12 of SCHEDULE 1904). 4. In order to give effect to the above, the following questionnaire must be completed and submitted with the bid.

4.1 Is the bidder or any of its directors listed on the National Treasury’s database as a company or person 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 National Treasury after the audi alteram partem rule was applied).

Yes No

4.1.1 If so, furnish particulars:

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 SCHEDULE 1904)? (To access this Register enter the National Treasury’s website, www.treasury.gov.za, click on the icon “Register for Tender Defaulters” or submit your written request for a hard copy of the Register to facsimile number (012) 3265445).

Yes No


4.3 Was the bidder or any of its directors convicted by a court of law (including a court of law outside the Republic of South Africa) for fraud or corruption during the past five years?

Yes No


4.4 Does the bidder or any of its directors owe any municipal rates and taxes or municipal charges to the municipality / municipal entity, or to any other municipality / municipal entity, that is in arrears for more than three months?

Yes No


4.5 Was any contract between the bidder and the municipality / municipal entity or any other organ of state terminated during the past five years on account of failure to perform on or comply with the contract?

Yes No


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

5. CERTIFICATION I, the undersigned (full name), , certify that the information furnished on this declaration form 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: NAME (PRINT):

CAPACITY: DATE:

NAME OF FIRM:

MBD 9 - CERTIFICATE OF INDEPENDENT BID DETERMINATION

1. This Municipal Bidding Document (MBD) must form part of all bids2 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).3 Collusive bidding is a per se prohibition meaning that it cannot be justified under any grounds.

3. Municipal Supply Regulation 38 (1) prescribes that a supply chain management policy must provide measures for the combating of abuse of the supply chain management system, and must enable the accounting officer, among others, to:

a. take all reasonable steps to prevent such abuse; b. reject the bid of any bidder if that bidder or any of its directors has abused the supply chain management

system of the municipality or municipal entity or has committed any improper conduct in relation to such system; and

c. cancel a contract awarded to a person if the person committed any corrupt or fraudulent act during the bidding process or the execution of the contract.

4. This MBD 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 (MBD 9) must be completed and submitted with the bid:

2 Includes price quotations, advertised competitive bids, limited bids and proposals. 3 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.

20 KNYSNA MUNICIPALITY

CERTIFICATE OF INDEPENDENT BID DETERMINATION: In response to the invitation for the bid made by:

KNYSNA MUNICIPALITY

I, the undersigned, in submitting the accompanying bid, hereby make the following statements that I certify to be true and complete in every respect: 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

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 consortium4 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.

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 SCHEDULE 1904 or any other applicable legislation.

SIGNATURE NAME (PRINT)

CAPACITY DATE

NAME OF FIRM

4 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.


MBD 15 - CERTIFICATE FOR PAYMENT OF MUNICIPAL SERVICES

NAME OF THE BIDDER: FURTHER DETAILS OF THE BIDDER’S; Director / Shareholder / Partners, etc:

Director / Shareholder / partner

Physical address of the Business

Municipal Account

number(s)

Physical residential address of the Director /

shareholder / partner

Municipal Account number(s)

NB: Please attach certified copy (ies) of ID document(s) I, , (Full name in block letters) the undersigned, certify that the information furnished on this declaration form is correct and that I / we have no undisputed commitments for municipal services towards a municipality in respect of which payment is overdue for more than 90 days. If the value of the transaction is expected to exceed R10 million (VAT included) I certify that the bidder has no undisputed commitments for municipal services towards a Municipality in respect of which payment is overdue for more than 30 days; THUS DONE AND SIGNED for and on behalf of the Bidder, at , on the day of SCHEDULE 19 .

Number of sheets appended by the tenderer to this schedule (If nil, enter NIL)

SIGNATURE: NAME (PRINT):

CAPACITY: NAME OF FIRM:


RETURNABLE SCHEDULES COMPULSORY ENTERPRISE QUESTIONNAIRE The following particulars MUST be furnished. 1. Name of tendering entity (Business Name): ………...……………………………………… 1. Business Registration / CC number: ………...……………………………………… 2. Contact details: 2.1 Telephone number: …………………………………………………………. 2.2 Facsimile number: …………………………………………………………. 2.3 Postal address: ………………………………………………………….

2.4 Contact person: ………………………………………………………… 3. VAT registration number, if any: ...……………………………………………………… 4. Knysna Municipality residency:

4.1 Rates services account number

5. Registration with Workmen’s Compensation Fund, if any: 6. CIDB registration number, if any: 7. TAX (SARS) reference number: .…………………………………...……………………. 8. Annual turnover: (Please list accounting officer contact details): Accounting officer details: …………………………………………………. …………………………………………………. 9. Particulars of sole proprietors and partners in partnerships

Name* Identity number* Sex (Male/ Female)

Disabled persons Equity (Yes / No)

Percentage owned by HDI

*Complete only if sole proprietor or partnership and attach separate page if more than 3 partners

REG. NUMBER:

CRS NUMBER / CIDB NUMBER:

ANNUAL TURNOVER:

SCHEDULE 2018/19 R

SCHEDULE 2019/20 R

SCHEDULE 2020/21 R


10. Particulars of companies and close corporations (please tick relevant box): Registered as: □ Close corporation □ Pty (Ltd) □ Co-operative □ Sole Trader □ Ltd Company □ Partnership Signed: …………………………………….. Date: ………………………………………. Name: ……………………………………………….. Position: …………………………………..


1.3 GENERAL CONDITIONS OF CONTRACT

1. Definitions

1. The following terms shall be interpreted as indicated: 1.1 “Closing time” means the date and hour specified in the bidding documents for the receipt of bids. 1.2 “Contract” means the written agreement entered into between the purchaser and the supplier, as

recorded in the contract form signed by the parties, including all attachments and appendices thereto

and all documents incorporated by reference therein. 1.3 “Contract price” means the price payable to the supplier under the contract for the full and proper

performance of his contractual obligations. 1.4 “Corrupt practice” means the offering, giving, receiving, or soliciting of anything of value to influence the

action of a public official in the procurement process or in contract execution. 1.5 "Countervailing duties" are imposed in cases where an enterprise abroad is subsidized by its

government and encouraged to market its products internationally. 1.6 “Country of origin” means the place where the goods were mined, grown or produced or from which the

services are supplied. Goods are produced when, through manufacturing, processing or substantial

and major assembly of components, a commercially recognized new product results that is substantially

different in basic characteristics or in purpose or utility from its components. 1.7 “Day” means calendar day. 1.8 “Delivery” means delivery in compliance of the conditions of the contract or order. 1.9 “Delivery ex stock” means immediate delivery directly from stock actually on hand. 1.10 “Delivery into consignees store or to his site” means delivered and unloaded in the specified store or

depot or on the specified site in compliance with the conditions of the contract or order, the supplier

bearing all risks and charges involved until the goods are so delivered and a valid receipt is obtained. 1.11 "Dumping" occurs when a private enterprise abroad market its goods on own initiative in the RSA at

lower prices than that of the country of origin and which have the potential to harm the local industries

in the RSA. 1.12 “Force majeure” means an event beyond the control of the supplier and not involving the supplier’s fault

or negligence and not foreseeable. Such events may include, but is not restricted to, acts of the

purchaser in its sovereign capacity, wars or revolutions, fires, floods, epidemics, quarantine restrictions

and freight embargoes. 1.13 “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement process

or the execution of a contract to the detriment of any bidder, and includes collusive practice among

bidders (prior to or after bid submission) designed to establish bid prices at artificial non-competitive

levels and to deprive the bidder of the benefits of free and open competition. 1.14 “GCC” means the General Conditions of Contract. 1.15 “Goods” means all of the equipment, machinery, and/or other materials that the supplier is required to

supply to the purchaser under the contract. 1.16 “Imported content” means that portion of the bidding price represented by the cost of components, parts

or materials which have been or are still to be imported (whether by the supplier or his subcontractors)

and which costs are inclusive of the costs abroad, plus freight and other direct importation costs such

as landing costs, dock dues, import duty, sales duty or other similar tax or duty at the South African

place of entry as well as transportation and handling charges to the factory in the Republic where the

goods covered by the bid will be manufactured. 1.17 “Local content” means that portion of the bidding price, which is not included in the imported content

provided that local manufacture does take place. 1.18 “Manufacture” means the production of products in a factory using labour, materials, components and

machinery and includes other related value-adding activities. 1.19 “Order” means an official written order issued for the supply of goods or works or the rendering of a

service. 1.20 “Project site,” where applicable, means the place indicated in bidding documents. 1.21 “Purchaser” means the organization purchasing the goods. 1.22 “Republic” means the Republic of South Africa. 1.23 “SCC” means the Special Conditions of Contract. 1.24 “Services” means those functional services ancillary to the supply of the goods, such as transportation

and any other incidental services, such as installation, commissioning, provision of technical assistance,

training, catering, gardening, security, maintenance and other such obligations of the supplier covered

under the contract. 1.25 “Supplier” means the successful bidder who is awarded the contract to maintain and administer the

required and specified service(s) to the State. 1.26 “Tort” means in breach of contract. 1.27 “Turnkey” means a procurement process where one service provider assumes total responsibility for

all aspects of the project and delivers the full end product / service required by the contract. 1.28 “Written” or “in writing” means hand-written in ink or any form of electronic or mechanical writing.


2. Application

2.1 These general conditions are applicable to all bids, contracts and orders including bids for functional

and professional services (excluding professional services related to the building and construction

industry), sales, hiring, letting and the granting or acquiring of rights, but excluding immovable property,

unless otherwise indicated in the bidding documents. 2.2 Where applicable, special conditions of contract are also laid down to cover specific goods, services or

works. 2.3 Where such special conditions of contract are in conflict with these general conditions, the special

conditions shall apply.

3. General

3.1 Unless otherwise indicated in the bidding documents, the purchaser shall not be liable for any expense

incurred in the preparation and submission of a bid. Where applicable a non-refundable fee for

documents may be charged. 3.2 Invitations to bid are usually published in locally distributed news media and on the municipality/municipal

entity website. 4. Standards 4.1 The goods supplied shall conform to the standards mentioned in the bidding documents and

specifications.

5. Use of contract documents and information inspection

5.1 The supplier shall not, without the purchaser’s prior written consent, disclose the contract, or any

provision thereof, or any specification, plan, drawing, pattern, sample, or information furnished by or on

behalf of the purchaser in connection therewith, to any person other than a person employed by the

supplier in the performance of the contract. Disclosure to any such employed person shall be made in

confidence and shall extend only so far as may be necessary for purposes of such performance. 5.2 The supplier shall not, without the purchaser’s prior written consent, make use of any document or

information mentioned in GCC clause 5.1 except for purposes of performing the contract. 5.3 Any document, other than the contract itself mentioned in GCC clause 5.1 shall remain the property of

the purchaser and shall be returned (all copies) to the purchaser on completion of the supplier’s

performance under the contract if so required by the purchaser. 5.4 The supplier shall permit the purchaser to inspect the supplier’s records relating to the performance of

the supplier and to have them audited by auditors appointed by the purchaser, if so required by the

purchaser.

6. Patent Rights

6.1 The supplier shall indemnify the purchaser against all third-party claims of infringement of patent,

trademark, or industrial design rights arising from use of the goods or any part thereof by the purchaser. 6.2 When a supplier developed documentation / projects for the municipality / municipal entity, the

intellectual, copy and patent rights or ownership of such documents or projects will vest in the

municipality / municipal entity.

7. Performance security

7.1 Within thirty (30) days of receipt of the notification of contract award, the successful bidder shall furnish

to the purchaser the performance security of the AGREE/DISAGREE specified in SCC. 7.2 The proceeds of the performance security shall be payable to the purchaser as compensation for any

loss resulting from the supplier’s failure to complete his obligations under the contract. 7.3 The performance security shall be denominated in the currency of the contract, or in a freely convertible

currency acceptable to the purchaser and shall be in one of the following forms: (a) a bank guarantee

or an irrevocable letter of credit issued by a reputable bank located in the purchaser’s country or abroad,

acceptable to the purchaser, in the form provided in the bidding documents or another form acceptable

to the purchaser; or (b) a cashier’s or certified cheque. 7.4 The performance security will be discharged by the purchaser and returned to the supplier not later

than thirty (30) days following the date of completion of the supplier’s performance obligations under

the contract, including any warranty obligations, unless otherwise specified.

8. Inspections, tests and analyses

8.1 All pre-bidding testing will be for the account of the bidder. 8.2 If it is a bid condition that goods to be produced or services to be rendered should at any stage be

subject to inspections, tests and analyses, the bidder or contractor’s premises shall be open, at all


reasonable hours, for inspection by a representative of the purchaser or organization acting on behalf

of the purchaser. 8.3 If there are no inspection requirements indicated in the bidding documents and no mention is made in

the contract, but during the contract period it is decided that inspections shall be carried out, the

purchaser shall itself make the necessary arrangements, including payment arrangements with the

testing authority concerned. 8.4 If the inspections, tests and analyses referred to in clauses 8.2 and 8.3 show the goods to be in

accordance with the contract requirements, the cost of the inspections, tests and analyses shall be

defrayed by the purchaser. 8.5 Where the goods or services referred to in clauses 8.2 and 8.3 do not comply with the contract

requirements, irrespective of whether such goods or services are accepted or not, the cost in

connection with these inspections, tests or analyses shall be defrayed by the supplier. 8.6 Goods and services which are referred to in clauses 8.2 and 8.3 and which do not comply with the

contract requirements may be rejected. 8.7 Any contract goods may on or after delivery be inspected, tested or analysed and may be rejected if

found not to comply with the requirements of the contract. Such rejected goods shall be held at the cost

and risk of the supplier who shall, when called upon, remove them immediately at his own cost and

forthwith substitute them with goods, which do comply with the requirements of the contract. Failing

such removal, the rejected goods shall be returned at the suppliers cost and risk. Should the supplier

fail to provide the substitute goods forthwith, the purchaser may, without giving the supplier further

opportunity to substitute the rejected goods, purchase such goods as may be necessary at the expense

of the supplier. 8.8 The provisions of clauses 8.4 to 8.7 shall not prejudice the right of the purchaser to cancel the contract

on account of a breach of the conditions thereof, or to act in terms of Clause 22 of GCC.

9. Packing

9.1 The supplier shall provide such packing of the goods as is required to prevent their damage or

deterioration during transit to their final destination, as indicated in the contract. The packing shall be

sufficient to withstand, without limitation, rough handling during transit and exposure to extreme

temperatures, salt and precipitation during transit, and open storage. Packing, case size weights shall

take into consideration, where appropriate, the remoteness of the goods’ final destination and the

absence of heavy handling facilities at all points in transit. 9.2 The packing, marking, and documentation within and outside the packages shall comply strictly with

such special requirements as shall be expressly provided for in the contract, including additional

requirements, if any, and in any subsequent instructions ordered by the purchaser.

10. Delivery and documents

10.1 Delivery of the goods and arrangements for shipping and clearance obligations, shall be made by the

supplier in accordance with the terms specified in the contract.

11. Insurance

11.1 The goods supplied under the contract shall be fully insured in a freely convertible currency against

loss or damage incidental to manufacture or acquisition, transportation, storage and delivery in the

manner specified. 12. Transportation 12.1 Should a price other than an all-inclusive delivered price be required, this shall be specified.

13. Incidental Services

13.1 The supplier may be required to provide any or all of the following services, including additional services, if

any: (a) performance or supervision of on-site assembly and/or commissioning of the supplied

goods; (b) furnishing of tools required for assembly and/or maintenance of the supplied goods; (c) furnishing of a detailed operations and maintenance manual for each appropriate unit of the

supplied goods; (d) performance or supervision or maintenance and/or repair of the supplied goods, for a period

of time agreed by the parties, provided that this service shall not relieve the supplier of any warranty

obligations under this contract; and (e) training of the purchaser’s personnel, at the supplier’s plant and/or on-site, in assembly,

start-up, operation, maintenance, and/or repair of the supplied goods.


13.2 Prices charged by the supplier for incidental services, if not included in the contract price for the goods,

shall be agreed upon in advance by the parties and shall not exceed the prevailing rates charged to

other parties by the supplier for similar services.

14. Spare parts

14.1 As specified, the supplier may be required to provide any or all of the following materials, notifications,

and information pertaining to spare parts manufactured or distributed by the supplier: (a) such spare parts as the purchaser may elect to purchase from the supplier, provided that this

election shall not relieve the supplier of any warranty obligations under the contract; and; (b) in the

event of termination of production of the spare parts: (i) advance notification to the purchaser of the

pending termination, in sufficient time to permit the purchaser to procure needed requirements; and (ii)

following such termination, furnishing at no cost to the purchaser, the blueprints, drawings, and

specifications of the spare parts, if requested.

15. Warranty

15.1 The supplier warrants that the goods supplied under the contract are new, unused, of the most recent

or current models, and that they incorporate all recent improvements in design and materials unless

provided otherwise in the contract. The supplier further warrants that all goods supplied under this

contract shall have no defect, arising from design, materials, or workmanship (except when the design

and/or material is required by the purchaser’s specifications) or from any act or omission of the supplier,

that may develop under normal use of the supplied goods in the conditions prevailing in the country of

final destination. 15.2 This warranty shall remain valid for twelve (12) months after the goods, or any portion thereof as the

case may be, have been delivered to and accepted at the final destination indicated in the contract, or

for eighteen (18) months after the date of shipment from the port or place of loading in the source

country, whichever period concludes earlier, unless specified otherwise. 15.3 The purchaser shall promptly notify the supplier in writing of any claims arising under this warranty. 15.4 Upon receipt of such notice, the supplier shall, within the period specified and with all reasonable speed,

repair or replace the defective goods or parts thereof, without costs to the purchaser. 15.5 If the supplier, having been notified, fails to remedy the defect(s) within the period specified, the

purchaser may proceed to take such remedial action as may be necessary, at the supplier’s risk and

expense and without prejudice to any other rights which the purchaser may have against the supplier

under the contract.

16. Payment

16.1 The method and conditions of payment to be made to the supplier under this contract shall be specified. 16.2 The supplier shall furnish the purchaser with an invoice accompanied by a copy of the delivery note

and upon fulfilment of other obligations stipulated in the contract. 16.3 Payments shall be made promptly by the purchaser, but in no case later than thirty (30) days after

submission of an invoice or claim by the supplier. 16.4 Payment will be made in Rand unless otherwise stipulated.

17. Prices

17.1 Prices charged by the supplier for goods delivered and services performed under the contract shall not

vary from the prices quoted by the supplier in his bid, with the exception of any price adjustments

authorized or in the purchaser’s request for bid validity extension, as the case may be.

18. Variation orders

18.1 In cases where the estimated value of the envisaged changes in purchase does not vary more than

15% of the total value of the original contract, the contractor may be instructed to deliver the goods or

render the services as such. In cases of measurable quantities, the contractor may be approached to

reduce the unit price, and such offers may be accepted provided that there is no escalation in price.

19. Assignment

19.1 The supplier shall not assign, in whole or in part, its obligations to perform under the contract, except

with the purchaser’s prior written consent.

20. Subcontracts

20.1 The supplier shall notify the purchaser in writing of all subcontracts awarded under this contracts if not

already specified in the bid. Such notification, in the original bid or later, shall not relieve the supplier

from any liability or obligation under the contract.


21. Delays in the supplier’s performance 21.1 Delivery of the goods and performance of services shall be made by the supplier in accordance with

the time schedule prescribed by the purchaser in the contract. 21.2 If at any time during performance of the contract, the supplier or its subcontractor(s) should encounter

conditions impeding timely delivery of the goods and performance of services, the supplier shall

promptly notify the purchaser in writing of the fact of the delay, its likely duration and its cause(s). As

soon as practicable after receipt of the supplier’s notice, the purchaser shall evaluate the situation and

may at his discretion extend the supplier’s time for performance, with or without the imposition of

penalties, in which case the extension shall be ratified by the parties by amendment of contract. 21.3 The right is reserved to procure outside of the contract small quantities or to have minor essential

services executed if an emergency arises, the supplier’s point of supply is not situated at or near the

place where the goods are required, or the supplier’s services are not readily available. 21.4 Except as provided under GCC Clause 25, a delay by the supplier in the performance of its delivery

obligations shall render the supplier liable to the imposition of penalties, pursuant to GCC Clause 22,

unless an extension of time is agreed upon pursuant to GCC Clause 22.2 without the application of

penalties. 21.5 Upon any delay beyond the delivery period in the case of a goods contract, the purchaser shall, without

cancelling the contract, be entitled to purchase goods of a similar quality and up to the same quantity

in substitution of the goods not supplied in conformity with the contract and to return any goods

delivered later at the supplier’s expense and risk, or to cancel the contract and buy such goods as may

be required to complete the contract and without prejudice to his other rights, be entitled to claim

damages from the supplier.

22. Penalties

22.1 Subject to GCC Clause 25, if the supplier fails to deliver any or all of the goods or to perform the services

within the period(s) specified in the contract, the purchaser shall, without prejudice to its other remedies

under the contract, deduct from the contract price, as a penalty, a sum calculated on the delivered price

of the delayed goods or unperformed services using the current prime interest rate calculated for each

day of the delay until actual delivery or performance. The purchaser may also consider termination of

the contract pursuant to GCC Clause 23.

23. Termination for default

23.1 The purchaser, without prejudice to any other remedy for breach of contract, by written notice of default

sent to the supplier, may terminate this contract in whole or in part: (a) if the supplier fails to deliver any or all of the goods within the period(s) specified in the contract, or

within any extension thereof granted by the purchaser pursuant to GCC Clause 21.2; (b) if the supplier

fails to perform any other obligation(s) under the contract; or (c) if the supplier, in the judgement of the

purchaser, has engaged in corrupt or fraudulent practices in competing for or in executing the contract. 23.2 In the event the purchaser terminates the contract in whole or in part, the purchaser may procure, upon

such terms and in such manner, as it deems appropriate, goods, works or services similar to those

undelivered, and the supplier shall be liable to the purchaser for any excess costs for such similar

goods, works or services. However, the supplier shall continue performance of the contract to the extent

not terminated. 23.3 Where the purchaser terminates the contract in whole or in part, the purchaser may decide to impose

a restriction penalty on the supplier by prohibiting such supplier from doing business with the public

sector for a period not exceeding 10 years. 23.4 If a purchaser intends imposing a restriction on a supplier or any person associated with the supplier,

the supplier will be allowed a time period of not more than fourteen (14) days to provide reasons why

the envisaged restriction should not be imposed. Should the supplier fail to respond within the stipulated

fourteen (14) days the purchaser may regard the supplier as having no objection and proceed with the

restriction. 23.5 Any restriction imposed on any person by the purchaser will, at the discretion of the purchaser, also be

applicable to any other enterprise or any partner, manager, director or other person who wholly or partly

exercises or exercised or may exercise control over the enterprise of the first-mentioned person, and

with which enterprise or person the first-mentioned person, is or was in the opinion of the purchaser

actively associated. 23.6 If a restriction is imposed, the purchaser must, within five (5) working days of such imposition, furnish

the National Treasury, with the following information: (i) the name and address of the supplier and / or person restricted by the purchaser; (ii) the date of commencement of the restriction (iii)the period of restriction; and (iv) the reasons for the restriction. These details will be loaded in the National Treasury’s central

database of suppliers or persons prohibited from doing business with the public sector.


23.7 If a court of law convicts a person of an offence as contemplated in sections 12 or 13 of the Prevention

and Combating of Corrupt Activities Act, No. 12 of 2004, the court may also rule that such person’s

name be endorsed on the Register for Tender Defaulters. When a person’s name has been endorsed

on the Register, the person will be prohibited from doing business with the public sector for a period

not less than five years and not more than 10 years. The National Treasury is empowered to determine

the period of restriction and each case will be dealt with on its own merits. According to section 32 of

the Act the Register must be open to the public. The Register can be perused on the National Treasury

website

24. Antidumping and countervailing duties and rights

24.1 When, after the date of bid, provisional payments are required, or anti-dumping or countervailing duties

are imposed, or the AGREE/DISAGREE of a provisional payment or anti-dumping or countervailing

right is increased in respect of any dumped or subsidized import, the State is not liable for any

AGREE/DISAGREE so required or imposed, or for the AGREE/DISAGREE of any such increase.

When, after the said date, such a provisional payment is no longer required or any such anti-dumping

or countervailing right is abolished, or where the AGREE/DISAGREE of such provisional payment or

any such right is reduced, any such favourable difference shall on demand be paid forthwith by the

supplier to the purchaser or the purchaser may deduct such AGREE/DISAGREEs from moneys (if any)

which may otherwise be due to the supplier in regard to goods or services which he delivered or

rendered, or is to deliver or render in terms of the contract or any other contract or any other

AGREE/DISAGREE which may be due to him.

25. Force Majeure

25.1 Notwithstanding the provisions of GCC Clauses 22 and 23, the supplier shall not be liable for forfeiture

of its performance security, damages, or termination for default if and to the extent that his delay in

performance or other failure to perform his obligations under the contract is the result of an event of

force majeure. 25.2 If a force majeure situation arises, the supplier shall promptly notify the purchaser

in writing of such condition and the cause thereof. Unless otherwise directed by the purchaser in writing,

the supplier shall continue to perform its obligations under the contract as far as is reasonably practical,

and shall seek all reasonable alternative means for performance not prevented by the force majeure

event.

26. Termination for insolvency

26.1 The purchaser may at any time terminate the contract by giving written notice to the supplier if the

supplier becomes bankrupt or otherwise insolvent. In this event, termination will be without

compensation to the supplier, provided that such termination will not prejudice or affect any right of

action or remedy, which has accrued or will accrue thereafter to the purchaser.

27. Settlement of Disputes

27.1 If any dispute or difference of any kind whatsoever arises between the purchaser and the supplier in

connection with or arising out of the contract, the parties shall make every effort to resolve amicably

such dispute or difference by mutual consultation. 27.2 If, after thirty (30) days, the parties have failed to resolve their dispute or difference by such mutual

consultation, then either the purchaser or the supplier may give notice to the other party of his intention

to commence with mediation. No mediation in respect of this matter may be commenced unless such

notice is given to the other party. 27.3 Should it not be possible to settle a dispute by means of mediation, it may be settled in a South African

court of law. 27.4 Notwithstanding any reference to mediation and/or court proceedings herein, (a) the parties shall

continue to perform their respective obligations under the contract unless they otherwise agree; and (b) the purchaser shall pay the supplier any monies due the supplier for goods delivered and / or

services rendered according to the prescripts of the contract.

28. Limitation of Liability

28.1 Except in cases of criminal negligence or wilful misconduct, and in the case of infringement pursuant

to Clause 6; (a) the supplier shall not be liable to the purchaser, whether in contract, tort, or otherwise,

for any indirect or consequential loss or damage, loss of use, loss of production, or loss of profits or

interest costs, provided that this exclusion shall not apply to any obligation of the supplier to pay

penalties and/or damages to the purchaser; and (b) the aggregate liability of the supplier to the

purchaser, whether under the contract, in tort or otherwise, shall not exceed the total contract price,

provided that this limitation shall not apply to the cost of repairing or replacing defective equipment.


29. Governing language

29.1 The contract shall be written in English. All correspondence and other documents pertaining to the

contract that is exchanged by the parties shall also be written in English. 30. Applicable law

30.1 The contract shall be interpreted in accordance with South African laws, unless otherwise specified.

31. Notices

31.1 Every written acceptance of a bid shall be posted to the supplier concerned by registered or certified

mail and any other notice to him shall be posted by ordinary mail to the address furnished in his bid or

to the address notified later by him in writing and such posting shall be deemed to be proper service of

such notice. 31.2 The time mentioned in the contract documents for performing any act after such aforesaid notice has

been given, shall be reckoned from the date of posting of such notice.

32. Taxes and duties

32.1 A foreign supplier shall be entirely responsible for all taxes, stamp duties, license fees, and other such

levies imposed outside the purchaser’s country. 32.2 A local supplier shall be entirely responsible for all taxes, duties, license fees, etc., incurred until delivery

of the contracted goods to the purchaser. 32.3 No contract shall be concluded with any bidder whose tax matters are not in order. Prior to the award

of a bid SARS must have certified that the tax matters of the preferred bidder are in order. 32.4 No contract shall be concluded with any bidder whose municipal rates and taxes and municipal services

charges are in arrears.

33. Transfer of contracts

33.1 The contractor shall not abandon, transfer, cede assign or sublet a contract or part thereof without the

written permission of the purchaser

34. Amendment of contracts

34.1 No agreement to amend or vary a contract or order or the conditions, stipulations or provisions thereof

shall be valid and of any force unless such agreement to amend or vary is entered into in writing and

signed by the contracting parties. Any waiver of the requirement that the agreement to amend or vary

shall be in writing, shall also be in writing.

35. Prohibition of restrictive practices

35.1 In terms of section 4 (1) (b) (iii) of the Competition Act No. 89 of 1998, as amended, an agreement

between, or concerted practice by, firms, or a decision by an association of firms, is prohibited if it is

between parties in a horizontal relationship and if a bidder(s) is / are or a contractor(s) was / were

involved in collusive bidding. 35.2 If a bidder(s) or contractor(s) based on reasonable grounds or evidence obtained by the purchaser has

/ have engaged in the restrictive practice referred to above, the purchaser may refer the matter to the

Competition Commission for investigation and possible imposition of administrative penalties as

contemplated in section 59 of the Competition Act No 89 0f 1998. 35.3 If a bidder(s) or contractor(s)

has / have been found guilty by the Competition Commission of the restrictive practice referred to

above, the purchaser may, in addition and without prejudice to any other remedy provided for,

invalidate the bid(s) for such item(s) offered, and / or terminate the contract in whole or part, and / or

restrict the bidder(s) or contractor(s) from conducting business with the public sector for a period not

exceeding ten (10) years and / or claim damages from the bidder(s) or contractor(s) concerned.


SECTION 1.4: SPECIAL CONDITIONS OF CONTRACT

1.4.1 The panel will be for a period of three (3) years from 1 July 2021 to 30 June 2024.

1.4.2 The Municipality reserves the right to appoint any other service provider and is not bound by the panel for

services and goods advertised in this bid.

1.4.3 Where prices are required they should be valid for a period of three years and include VAT, travelling,

subsistence and any other administrative charges.

1.4.4 All tariffs therefore will be binding upon Service Providers for the duration of the contract.

1.4.5 Tariffs should be based on the maximum that may be charged, i.e. Service Providers may offer

appropriate discounts on receiving instructions.

1.4.6 The Individual (practitioner) Partner or Director (who’s CV was submitted herewith) will be accountable

and expected to sign off all professional mandates when submitting same to the Municipality. Such

Practitioners, when changes, an equivalence of skills and qualifications should be submitted for approval

by the municipality’s relevant department.

1.4.7 The firm will ultimately be liable for the tender contract, but should the Director or Partner leave the Firm,

the municipality must be informed accordingly on who will be replacing that person.

1.4.8 A panel of a contractors will be appointed in accordance with a category they are competent on. No other rates than that quoted in the pricing schedule are allowed. Knysna municipality will not be liable for any omissions made by the service provider which may later lead to incapability to execute the works.

1.4.9 Knysna Municipality reserves the right to downward adjust the scope of work / quantity required to stay

within its budgetary limits.

1.4.10 The panel of contractors may be used for all similar related services not mentioned in the list of categories. The service provider would still however need to submit a quotation to the Municipality. The Municipality reserves the right to accept that quotation.

1.4.11 The service providers are expected to indicate which categories they are tendering on, and submit

relevant evidence for competency in that category. 1.4.12 Failure to indicate which category the service provider is bidding on and failure to submit relevant

evidence will lead to immediate disqualification.

1.4.13 The following criteria will be used to calculate points for the functionality:


EXPRESSION OF INTERESTED CONSTRUCTION FIELD Indicate with a tick () in the table the expressed construction category of interest and with a cross (x) if not

interested.

ITEM SCHEDULE NO.

CONSTRUCTION CATEGORY CIDB REQUIRED

INTERESTED (Mark with “”)

1 Pothole Repairs

CE/SB

2

Block Paving CE

3 Kerbing and channelling

CE

4 Concrete works

CE

5 Miscellaneous Building Works

GB

6 Pipe laying and pipe repairs

CE

7 Miscellaneous Painting

GB

8 Erection of retaining walls

CE

9 Erection of guard rails

SQ

10 Construction of speed humps

CE/SB

11 Removal of Sludge from the Drying Pans

CE

12 Occasional Cleaning of Stormwater Management Facilities

CE

13 Roads & Stormwater Reinstatement CE/SB

14

Road Marking SK

15

AD HOC Labour Provision N/A

16

General Welding & Steel Works N/A

SIGNATURE OF TENDERER:………………………….... DATE: …………………….……...


1. SCHEDULE 1: POTHOLE REPAIRS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING

ENGINEER PROJECT NAME

AND NUMBER VALUE

YEAR COMPLETED

POINTS PER PROJECT

1.

10

2.

10

3.

10

SIGNATURE OF TENDERER:……………………….... DATE: …………………….……...


SCHEDULE 1: POTHOLE REPAIRS CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT

The contractor will be required to list all relevant equipment that he/she will have available for this contract. 100% Points will be allocated for owned plant and 50% point for hired plant respectively. Contractors who intend to hire equipment MUST provide a letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped by the hiring company. The contractor further undertakes that if his tender is accepted, such construction equipment will be on site and available for use on the works and no lower grade or inferior quality will be accepted. All equipment shall be in good working order and safe for use. These items shall be deemed included in the tendered rates stipulated and no additional payment will be made for the use of these tools. Note that inspections will be conducted on site and contractor premises on an ad-hoc basis to confirm whether equipment specified is indeed on site

SIGNATURE OF TENDERER: ………………………….... DATE: …………………….……...

PLANT/EQUIPMENT/TOOLS OWNED HIRED

Spade per employee Compulsory NA

Pick per employee Compulsory NA

Broom Compulsory NA

Block brush Compulsory NA

Builders bucket Compulsory NA

Wheel barrow Compulsory NA

Hand stamper Compulsory NA

Straight Edge Compulsory NA

Compactor Evidence Required Evidence Required

1 ton bakkie Evidence Required Evidence Required

2 x 1m SCHEDULE 19 mm Square tubing Evidence Required Evidence Required

2 x Workmen ahead sign board Evidence Required Evidence Required

2 x red flags Evidence Required Evidence Required

2 x stop-go boards Evidence Required Evidence Required

10 x orange cones or delineators Evidence Required Evidence Required

Generator Evidence Required Evidence Required


SCHEDULE 1: POTHOLE REPAIRS

Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL

The contractor’s supervisory staff needs to have relevant experience in the project of interest. The proposed supervisor must list 3 projects that he/she has completed satisfactorily over the past 5 years with contactable references from the employer or engineer. Site Agent – NQF Level 4 Qualification Foreman/Team Leader – NQF Level 2 Qualification Artisan – N4 TVET Qualification/5 years’ practice experience in the field

EMPLOYER QUALIFICATION YEARS OF

EXPERIENCE SCORE

BIDDER SCORE (FOR OFFICE USE)

Site Agent/Foreman

1 year = 2 points 2 years = 4 points 3 years = 6 points 4 years = 8points 5 years and above = 10 points

Team Leader


Artisan




SCHEDULE 1: FUNCTIONALITY FOR POTHOLE REPAIRS

Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria for the Pothole Repairs

CRITERIA POINTS SCORING WEIGHTING VALUE SCORE

1. Experience List relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer Contractors to provide a list of CONTACTABLE references, if none is supplied no points will be awarded.

0 projects = 0 1 project = 10 2 projects = 20 3 or more projects = 30

30

2. Personnel Site Agent/Foreman Team Leader Artisan

10 10 10

30

3. Contractors Plant and Equipment The contractor will be required to list all relevant equipment that he/she will have available for the relevant contract. Maximum Points will be allocated for owned plant (No points will be awarded if proof is missing) and half points for hired plant respectively (No points will be awarded if letters from hiring companies are not supplied). Hired plant indicated must be accompanied by a letter of support from the hire company as a supplier for this specific project. Contractors who intend to hire equipment MUST provide an original letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped (Original) by the hiring company.

Plant

1 x Walk

behind

vibratory

roller

1 x 1 ton

bakkie

2 x stop-

go boards

Asphalt

Cutter

Own

10

10

5

5

Hired

5

5

2.5

2.5

30

TOTAL 90


2. SCHEDULE 2: BLOCK PAVING EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


AND NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 2: BLOCK PAVING

CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT

The contractor will be required to list all relevant equipment that he/she will have available for this contract. 100% Points will be allocated for owned plant and 50% point for hired plant respectively. Contractors who intend to hire equipment MUST provide a letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped by the hiring company. The contractor further undertake that if his tender is accepted, such construction equipment will be on site and available for use on the works. These items shall be deemed included in the tendered rates stipulated and no additional payment made for the use of these tools. Note that inspections will be conducted on site on an ad-hoc basis to confirm whether equipment specified is indeed on site


PLANT/EQUIPMENT/TOOLS OWNED HIRE



Broom Compulsory NA




Line, Pegs and level Compulsory NA


Heavy Duty Angle Grinder Evidence Required Evidence Required

Plate compactor Evidence Required Evidence Required

Vibratory Roller compactor Evidence Required Evidence Required







SCHEDULE 2: BLOCK PAVING

Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. WHERE BIDDERS WILL BE HIRING THE PLANT AND EQUIPMENT EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 2: FUNCTIONALITY FOR BLOCK PAVING Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria for Paving


1. Experience List relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer Contractors to provide a list of CONTACTABLE references if none are supplied no points will be awarded.


30


10 10 10

30

3. Contractors plant and equipment

The contractor will be required to list all relevant equipment that he/she will have available for the relevant contract. Maximum Points will be allocated for owned plant (No points will be awarded if proof is missing) and half points for hired plant respectively (No points will be awarded if letters from hiring companies are not supplied). Hired plant indicated must be accompanied by a letter of support from the hire company as a supplier for this specific project. Contractors who intend to hire equipment MUST provide an original letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped (Original) by the hiring company.

Plant

1 x Plate

Compactor

1 ton bakkie

2 x stop-go

boards

1 x Angle

Grinder

Own

10

10

5

5

Hired

5

5

2.5

2.5

30

POINTS SCORED BY BIDDER ON FUNCTIONALITY 90


3. SCHEDULE 3: KERBING AND CHANELLING

EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


AND NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10

SIGNATURE OF TENDERER: ………………………….... DATE: …………………….……..


SCHEDULE 3: KERBING AND CHANNELLING


The contractor will be required to list all relevant equipment that he/she will have available for this contract. 100% Points will be allocated for owned plant and 50% point for hired plant respectively. Contractors who intend to hire equipment MUST provide a letter of good standing from the company they intend to hire from. The attached proforma must be signed and stamped by the hiring company. The contractor further undertake that if his tender is accepted, such construction equipment will be on site and available for use on the works. These items shall be deemed included in the tendered rates stipulated and no additional payment made for the use of these tools. Note that inspections will be conducted on site on an adhoc basis to confirm whether equipment specified is indeed on site

SIGNATURE OF TENDERER:……………………….... DATE: …………………….…….





Rubber mallet Compulsory NA

Broom Compulsory NA


Concrete cutter or grinder Evidence Required Evidence Required


Concrete mixer Evidence Required Evidence Required

Roller compactor Evidence Required Evidence Required


Straight Edge Evidence Required Evidence Required

Line, Pegs and level Evidence Required Evidence Required






SCHEDULE 3: KERBING AND CHANNELLING


The contractor’s supervisory staff needs to have relevant experience in the project of interest. The proposed supervisor must list 3 projects that he/she has completed satisfactorily over the past 5 years with contactable references from the employer or engineer. Site Agent – NQF Level 4 Qualification Foreman – NQF Level 2 Qualification Artisan – N4 TVET Qualification/5 years’ practice experience in the field


EXPERIENCE SCORE


Site Agent/Foreman

1 year = 2 points 2 years = 4 points 3 years = 6 points 4 years = 8 points 5 years and above = 10 points

Team Leader


Artisan




SCHEDULE 3: KERBING AND CHANNELLING Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

QUALIFYING CRITERIA FOR KERBING AND CHANNELLING




30


10 10 10

30



Plant

1 x Plate

Compactor

1 x 1 ton bakkie

2 x stop-go

boards

1 x Concrete

Mixer

1 x

Asphalt/Concrete

Cutter

Own

5

10

5

5

5

Hired

2.5

5

2.5

2.5

2.5

30



4. SCHEDULE 4: SMALL CONRETE WORKS AND STORMWATER DRAINS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


AND NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 4: SMALL CONCRETE AND SMALL WORKS AND STORMWATER DRAINS CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT



PLANT/EQUIPMENT/TOOLS OWNED

HIRE

Wheel barrow

Compulsory NA

Broom

Compulsory NA

Spade

Compulsory NA

Pick

Compulsory NA

Level Compulsory NA

Concrete Mixer

Evidence Required Evidence Required

Measuring Tape


Concrete Cutter Evidence Required Evidence Required

Formwork Evidence Required Evidence Required


SCHEDULE 4: SMALL CONCRETE AND SMALL AND STORMWATER DRAINS Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 4: SMALL CONCRETE WORKS AND STORMWATER DRAINS


QUALIFYING CRITERIA FOR SMALL CONCRETE AND STORMWATER DRAINS




30


10 10 10

30

3. Contractors plant and equipment The contractor will be required to list all relevant equipment that he/she will have available for the relevant contract. 2 Points will be allocated for owned plant and 1 point for hired plant respectively. Hired plant indicated must be accompanied by a letter of support from the hire company as a supplier for this specific project.

Contractors who intend to hire equipment MUST provide an original letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped (Original) by the hiring company.

Plant

1 x

Concrete

Cutter

1 x 1 ton

bakkie

2 x stop-go

boards

1 x

Concrete

Mixer

Own

10

10

5

5

Hired

5

5

2.5

2.5

30



SCHEDULE 5: PIPE LAYING AND PIPE REPAIRS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING

ENGINEER PROJECT NAME AND

NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



5. SCHEDULE 5: PIPE LAYING AND PIPE REPAIRS CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT


NOTE: The municipality has many asbestos products in its network (mostly water and sewer pipes) and only registered asbestos handlers will be considered for work on these products. Tenderers need to indicate in the returnable documents if they are registered on not. SIGNATURE OF TENDERER: ………………………….... DATE: …………………….……..




Personal Protective Equipment Compulsory NA



Digger or excavator Evidence Required Evidence Required

Compactor Evidence Required Evidence Required

Pipe lifting equipment Evidence Required Evidence Required

Lines, levels, pegs and survey equipment Evidence Required Evidence Required

3 ton truck or larger for pipe transport Evidence Required Evidence Required






Dewatering equipment (pumps, buckets, etc.) Evidence Required Evidence Required

Roller compactor Evidence Required Evidence Required


SCHEDULE 5: PIPE LAYING AND PIPE REPAIRS Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL

The contractor’s supervisory staff needs to be experience in the project of interest. The proposed supervisor must list 3 projects that he/she has completed satisfactorily over the past 5 years with contactable references from the employer or engineer.

EMPLOYER CONSULTING

ENGINEER NATURE OF

WORKS VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 5: PIPE LAYING AND PIPE REPAIRS




EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 5: PIPE LAYING AND PIPE REPAIRS


Qualifying criteria for Pipe Laying and Pipe Repairs




30


10 10 10

30



Plant

1 x Plate

Compactor

1 ton bakkie

1 x TLB

1 x

Water/Sludge

Pumps

Own

5

10

10

5

Hired

2.5

5

5

2.5

30



6. SCHEDULE 6: ROAD MARKING EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING

ENGINEER PROJECT VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 6: ROAD MARKING CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT

The contractor will be required to list all relevant equipment that he/she will have available for this contract. 100% Points will be allocated for owned plant and 50% point for hired plant respectively. Contractors who intend to hire equipment MUST provide a letter of good standing from the company they intend to hire from. The attached proforma must be signed and stamped by the hiring company. The contractor further undertake that if his tender is accepted, such construction equipment will be on site and available for use on the works. These items shall be deemed included in the tendered rates stipulated and no additional payment made for the use of these tools. Note that inspections will be conducted on site on an adhoc basis to confirm whether equipment specified is indeed on site



Personal Protective Equipment Compulsory N/A

1 Ton Bakkie Evidence Required Evidence Required

Articulated Compressor Sprayer Evidence Required Evidence Required

Sand Blasting Equipment


Generator


Rollers and Bushes Evidence Required Evidence Required

Power tools chipping off stubborn residues Evidence Required Evidence Required


SCHEDULE 6: ROAD MARKING




EXPERIENCE SCORE

BIDDER SCORE (FOR OFFICE

USE)

Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 6: ROAD MARKING Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria for Road Marking




30


10 10 10

30

3. Contractors plant and equipment The contractor will be required to list all relevant equipment that he/she will have available for the relevant contract. Maximum Points will be allocated for owned plant (No points will be awarded if proof is missing) and half points for hired plant respectively (No points will be awarded if letters from hiring companies are not supplied). Hired plant indicated must be accompanied by a letter of support from the hire company as a supplier for this specific project. Contractors who intend to hire equipment MUST provide an original letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped (Original) by the hiring company.

Plant

Articulated

Compressor

Sprayer

1 ton bakkie

1 x Sand

Blaster

Own

10

10

10

Hired

5

5

5

30



7. SCHEDULE 7: ERECTION OF GUARDRAILS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 7: ERECTION OF GUARDRAILS








Broom Compulsory NA









Earth Auger Hole Digger Evidence Required Evidence Required


SCHEDULE 7: ERECTION OF GUARDRAILS




EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 7: FUNCTIONALITY FOR ERECTION OF GUARDRAILS Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

QUALIFYING CRITERIA FOR GUARDRAILS

Criteria Points Scoring Weighting Value Score



30


10 10 10

30



Plant

1 x

Worker

roller

1 x 1 ton

bakkie

1 x Earth

Auger

Hole

Digger

Own

10

10

10

Hired

5

5

5

30



8. SCHEDULE 8: CONSTRUCTION OF SPEED HUMPS & BUMPS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


NUMBER VALUE

YEAR COMPLETE

POINTS PER

PROJECT

1.

10

2.

10

3.

10



SCHEDULE 8: CONSTRUCTION OF SPEED HUMPS & BUMPS








Broom Compulsory NA




Concrete/Asphalt Cutter Evidence Required Evidence Required

Walk behind vibratory roller Evidence Required Evidence Required









SCHEDULE 8: CONSTRUCTION OF SPEED HUMPS & BUMPS Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 8: FUNCTIONALITY FOR CONSTRUCTION OF SPEED HUMPS & BUMPS Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria for Speed hump




30


10 10 10

30


Plant

1 x walk

behind

roller

1 x 1 ton

bakkie

1 x Asphalt

Cutter

Own

10

10

10

Hired

5

5

5

30



9. SCHEDULE 9: REMOVAL OF SLUDGE FROM THE DRYING PANS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


NUMBER VALUE

YEAR COMPLETE

POINTS PER

PROJECT

1.

10

2.

10

3.

10



SCHEDULE 9: REMOVAL OF SLUDGE FROM THE DRYING PANS


The contractor will be required to list all relevant equipment that he/she will have available for this contract. 100% Points will be allocated for owned plant and 50% point for hired plant respectively. Contractors who intend to hire equipment MUST provide a letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped by the hiring company. The contractor further undertake that if his tender is accepted, such construction equipment will be on site and available for use on the works. These items shall be deemed included in the tendered rates stipulated and no additional payment made for the use of these tools. Note that inspections will be conducted on site on an ad-hoc basis to confirm whether equipment specified is indeed on site SIGNATURE OF TENDERER: ………………………….... DATE: …………………….……..




PPE per employee Compulsory NA

6m³ truck Evidence Required Evidence Required

Loader/TLB/Bobcat Evidence Required Evidence Required

Approved disposal site Evidence Required Evidence Required


SCHEDULE 9: REMOVAL OF SLUDGE FROM THE DRYING PANS Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 9: REMOVAL OF SLUDGE FROM THE DRYING PANS Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria - Removal of Sludge for The Drying Pans




30


10 10 10

30


Plant

1 x Skip bin

on

Trailer/Truck

1 x 1 ton

bakkie

1 x

TLB/Bobcat

Own

10

10

10

Hired

5

5

5

30



10. SCHEDULE 10: OCCASIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES


The contractor will be required to list all relevant equipment that he/she will have available for this contract. 100% Points will be allocated for owned plant and 50% point for hired plant respectively. Contractors who intend to hire equipment MUST provide a letter of good standing from the company they intend to hire from. The attached pro-forma must be signed and stamped by the hiring company. The contractor further undertake that if his tender is accepted, such construction equipment will be on site and available for use on the works. These items shall be deemed included in the tendered rates stipulated and no additional payment made for the use of these tools. Note that inspections will be conducted on site on an ad-hoc basis to confirm whether equipment specified is indeed on site.






6m³ truck Evidence Required Evidence Required

Loader/TLB/Bobcat Evidence Required Evidence Required

Approved disposal site Evidence Required Evidence Required

Personal Protective Equipment Evidence Required Evidence Required


SCHEDULE 10: OCCASIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES EVIDENCE OF EXPERIENCE OF THE COMPANY


EMPLOYER CONSULTING

ENGINEER NATURE OF

WORKS VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 10: OCCASIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 10: OCCASIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria - Occasional Riverbed Cleaning


1. Experience List relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer Contractors to provide a list of CONTACTABLE references. If none are supplied no points will be awarded.


30


10 10 10

30



Plant

1 x Skip bin

on

Trailer/Truck

1 x 1 ton

bakkie

1 x

TLB/Bobcat

Own

10

10

10

Hired

5

5

5

30



11. SCHEDULE 11: AD HOC LABOUR PROVISION

EVIDENCE OF EXPERIENCE OF THE COMPANY


EMPLOYER CONSULTING

ENGINEER NATURE OF

WORKS VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 11: AD HOC LABOUR PROVISION CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT







1 Ton Bakkie Evidence Required Evidence Required


SCHEDULE 11: AD HOC LABOUR PROVISION Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 11: AD HOC LABOUR PROVISION Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria - Ad Hoc Labour Provision




30


10 10 10

30


Plant

1 x 1 ton

bakkie

Own

10

Hired

5

10



12. SCHEDULE 12: GENERAL WELDING & STEEL WORK

EVIDENCE OF EXPERIENCE OF THE COMPANY


EMPLOYER CONSULTING

ENGINEER NATURE OF

WORKS VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 12: GENERAL WELDING & STEEL WORK CONSTRUCTION EQUIPMENT AVAILABLE FOR USE ON THIS PROJECT





MIG/TIG/ARC Welder Evidence Required Evidence Required

1 ton bakkie


Angle Grinder


Impact Drill Evidence Required Evidence Required


SCHEDULE 12: GENERAL WELDING & STEEL WORK Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 12: GENERAL WELDING & STEEL WORK Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria - General Welding & Steel Work




30


10 10 10

30


Plant

1 x

MIG/TIG/ARC

Welder

1 x 1 ton

bakkie

1 x Angle

Grinder

1 x Impact

Drill

Own

10

10

5

5

Hired

5

5

2.5

2.5

30



13. SCHEDULE 13: ROADS & STORMWATER REINSTATEMENT EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


NUMBER VALUE

YEAR COMPLETE

POINTS PER

PROJECT

1.

10

2.

10

3.

10



SCHEDULE 13: ROADS & STORMWATER REINSTATEMENT








Broom Compulsory NA




Concrete/Asphalt Cutter Evidence Required Evidence Required

Walk behind vibratory roller Evidence Required Evidence Required









SCHEDULE 13: ROADS & STORMWATER REINSTATEMENT Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE

BIDDER SCORE (FOR OFFICE

USE)

Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 13: ROADS & STORMWATER REINSTATEMENT Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)

Qualifying criteria for Speed hump




30


10 10 10

30


Plant

1 x walk behind

roller

1 x 1 ton bakkie

1 x

Asphalt/Concrete

Cutter

Own

10

10

10

Hired

5

5

5

30



14. SCHEDULE 14: MISCELLANEOUS BUILDING WORKS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


AND NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 14: MISCELLANEOUS BUILDING WORKS







Broom Compulsory NA










Concrete Mixer Evidence Required Evidence Required


SCHEDULE 14: MISCELLANEOUS BUILDING WORKS




EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 14: MISCELLANEOUS BUILDING WORKS Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)





30


10 10 10

30



Plant

1 x Plate

Compactor

1 ton bakkie

1 x

Concrete

Mixer

Own

10

10

10

Hired

5

5

5

30



15. SCHEDULE 15: MISCELLANEOUS PAINTING EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


AND NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 15: MISCELLANEOUS PAINTING






Roller Brushes Compulsory NA

Paint Brushes Compulsory NA

Thinners Compulsory NA

Paint Trays Compulsory NA

Compressor Sprayer Evidence Required Evidence Required


Scaffolding Evidence Required Evidence Required

Ladders Evidence Required Evidence Required


SCHEDULE 15: MISCELLANEOUS PAINTING




EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 15: MISCELLANEOUS PAINTING Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)





30


10 10 10

30



Plant

1 x

Compressor

Sprayer

1 x 1 ton

bakkie

Scaffolding

Own

10

10

10

Hired

5

5

5

30



16. SCHEDULE 16: SIDE WALKS EVIDENCE OF EXPERIENCE OF TENDERER List the relevant projects completed successfully in the past 5 years. Supply contactable references of employer and or engineer. Contractors to provide a list of CONTACTABLE references

EMPLOYER CONSULTING


AND NUMBER VALUE

YEAR COMPLETE

POINTS PER PROJECT

1.

10

2.

10

3.

10



SCHEDULE 16: SIDE WALKS







Broom Compulsory NA















SCHEDULE 16: SIDE WALKS Bidders will be required to fill in the declaration of ownership of plant and equipment, which must be signed by the commissioner of oath. The declaration form is attached in the document. WHERE BIDDERS WILL BE HIRING THE PLANT AND EQUIPMENT EVIDENCE OF EXPERIENCE OF KEY PERSONNEL



EXPERIENCE SCORE


Site Agent/Foreman


Team Leader


Artisan




SCHEDULE 16: SIDE WALKS Bids will be evaluated in terms of the evaluation criteria as set out below. Bids that fail to achieve the minimum qualifying score of 60% for functionality shall not be further evaluated. Technical / Functional score shall be calculated on the following values: (Weight x Value = Score)





30


10 10 10

30



Plant

1 x Plate

Compactor

1 ton bakkie

1 x

Concrete

Mixer

Own

10

10

10

Hired

5

5

5

30



SCHEDULE 16: PORTFOLIO OF EVIDENCE (please complete one page per project – make additional copies if necessary)

Name of client:………………………………………………………………………………………………………………………………… Engineering firm:…………………………………………………………………………………………………………………………….. Project engineer:…………………………………………………………………………………………………………………………….. Project name:………………………………………………………………………..………………………………………………………… Project number:………………………………………………………………………………………………………………………………. Project value:…………………………………………………………………………………………………………………………………… Project Description…………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………

Project report by client or engineer Did the contractor perform to the required quality?

Did the contractor complete the project within the budget?

Did the contractor complete the project within the required time?

Did the contractor complete the project within the requirements of the contract? (eg.

employment of local labour, LIC methods, etc.)

Please qualify any “no” reports below

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

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

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

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

…………………………………………

Would you recommend this contractor for such work in future?

…………………………………………… …………………………………… ……………… Signature Designation Date

yes no

yes no

yes no

yes no

yes no


T59/2020/21: EXPRESSION OF INTEREST FOR MISCELLENEOUS CONSTRUCTION WORKS

C 1.1 WORKS SPECIFICATION

C 1.2 Applicable SANS standards

C 1.3 The SANS 2001 Construction works standards and associated specification data are applicable: None. Not applicable.

Construction works standards and associated specification data will be in accordance with SABS (SANS) 1200, and variations to these standard specifications

C 1.4 Applicable national and international standards

C 1.5 For the purpose of this Contract “SABS” is to be replaced by “SANS” the latest issues of the following Standard Specifications for Civil Engineering Construction, applicable at the date of tender advertisement, shall apply -

SABS 1200: Standardised Specifications for Civil Engineering Construction

1200 A : 1986 : General 1200 AB : 1986 : Engineers Office 1200 C : 1980 : Site Clearance 1200 D : 1990 : Earthworks 1200 DA : 1988 : Earthworks (Small Works) 1200 DB : 1989 : Earthworks (Pipe Trenches) 1200 DK : 1996 : Gabions and Pitching 1200 DM : 1981 : Earthworks (Roads Subgrade) 1200 GA : 1982 : Concrete (Small Works) 1200 GE : 1984 : Precast Concrete (Structural) 1200 L : 1983 : Medium Pressure Pipelines 1200 LB : 1983 : Bedding (Pipes) 1200 LC : 1981 : Cable Ducts 1200 LE : 1982 : Stormwater Drainage 1200 M : 1996 : Roads (General) 1200 ME : 1981 : Subbase 1200 MFL : 1996 : Base 1200 MJ : 1984 : Segmented Paving 1200 MK : 1983 : Kerbing and Channelling

i. : 1984 : Ancillary Roadworks

C.1.5.1 The term “project specifications” appearing in any of the SABS 1200 standardised specifications must be replaced with the terms “scope of work”.


The variations and additions to the standard specifications listed in C 1.4 are as follows:

1. PSA GENERAL C3.15 2. PSAB EMPLOYER’S AGENT’S OFFICE C3.17 3. PSC SITE CLEARANCE C3.19 4. PSD EARTHWORKS C3.22 5. PSDB EARTHWORKS (PIPE TRENCHES) C3.25 6. PSDK GABIONS AND PITCHING C3.28

7. PSDM EARTHWORKS (ROADS, SUBGRADE) C3.29 8. PSGA CONCRETE (SMALL WORKS) C3.32 9. PSGE PRECAST CONCRETE (STRUCTURAL) C3.35 10. PSL MEDIUM PRESSURE PIPELINES C3.36 11. PSLB BEDDING (PIPES) C3.46 12. PSLC CABLE DUCTS C3.47 13. PSLE STORMWATER DRAINAGE C3.48 14. PSM ROADWORKS (GENERAL) C3.52 15. PSME SUBBASE C3.53 16. PSMFL BASE (LIGHT PAVEMENT STRUCTURES) C3.54 17. PSMJ SEGMENTED PAVING C3.55 18. PSMM ANCILLARY ROADWORKS C3.56 19. PSMK KERBING AND CHANNELLING C3.59

standards for internal A grade engineering services, version 002 September SCHEDULE 1914 will also apply.

C 1.6 Additional Specifications not included in the tender document

The following additional specifications relating to Labour Intensive Construction Methods are listed here below as reference documents to assist the Contractor should the Contractor choose to undertake any portions of the works using labour intensive methods. They are by no means mandatory or prescriptive, and are listed merely as reference. It will be the responsibility of the Principal Contractor to determine task work and manage all labour in order to achieve the contractual Contract Participation Goals.

- Labour enhanced construction for bituminous surfacing, Manual 11, March 1993 issued by the Southern African

Bitumen Association

- SANS 1921-5 Earthworks Activities Which are to be Performed by Hand

- Best Practice Guideline – Part 1 - An overview of labour‐based technologies and methods in employment‐intensive

works

- Best Practice Guideline – Part 2‐1 - Labour‐based construction methods for earthworks

- Best Practice Guideline – Part 3‐1 - Precast concrete products, bricks and block making

- Best Practice Guideline – Part 4‐1 - Labour‐based open channel flow technology

- Best Practice Guideline – Part 4‐9 - Labour‐based construction methods for unsealed roads

1. WATER FOR CONSTRUCTION PURPOSES

All water for the Work shall be of adequate quality and ample quantity for the purposes required. The Contractor shall make his own arrangements and be solely responsible for the supply, cartage and storage of water required for the construction of the Works. Where the Employer controls existing water supplies and make these available to the Contractor, the Contractor shall arrange this with the Employer and pay the charges stated by the Employer.


2. KNOWN SERVICES

Certain Works to be constructed under this Contract are in close proximity to existing works, structures, and equipment. This will necessitate great care being taken by the Contractor when constructing the Works to be carried out under this Contract.

Certain Works forming part of this Contract will be carried out in the vicinity of existing services. Great care will have to be taken when working in proximity to these services. Information will be supplied to the Contractor by the Employer’s Agent indicating the approximate positions of these services and the Contractor will be expected to locate these by hand excavation before any excavation operations commence. Any problems encountered shall be immediately brought to the attention of the Employer’s Agent.

The Contractor shall take all necessary steps to ascertain the location of existing services before commencing any section of the Works and shall exercise the greatest care when working in the vicinity of such services. No more than three weeks and not less than one week before commencing his operations in any particular area, the Contractor shall request the latest available drawings showing the location of services already installed.

In addition, certain items of work require to be connected to existing works. The new work must therefore be coordinated and arranged in such a manner so as to cause minimum interference with the existing work and must also be carried out so as to match and blend in with the existing work.

No additional payment will be made for the care required or for any additional costs incurred by the Contractor when constructing in the proximity of existing works or survey pegs, etc., nor will payment be made for connecting any new works to existing works, except where specifically allowed for in the Bills of Quantities. The Contractor must therefore allow for all such costs in his tendered rates in the Bills of Quantities

3. TREATMENT OF EXISTING SERVICES

Where existing services are either indicated on drawings supplied to the Contractor or indicated on site, or in the course of excavation the Contractor shall lay bare any water mains, acid mains, pipes, cables, telegraph cables or telephone poles, or any existing structures, these shall be severely shored, strutted or slung and sufficiently protected to ensure that no damage shall be done to them until filling has been placed around them. In the case of electric and communication cables, if these shall be exposed in the course of excavation, the Contractor shall not refill the excavation around such cables until the cables have been inspected and passed as intact by their respective owners. The costs of exposing these services, protecting, maintaining and repairs necessitated by damage caused by the Contractor must be included in the rates measured as specified in Sub-Clause 8.3.2(a) of SABS 1200 DB.

4. REINSTATEMENT OF SERVICES AND STRUCTURES DAMAGED DURING CONSTRUCTION

The Contractor shall take all necessary steps to protect any existing works whatsoever against damage which may arise as a result of his operations on Site. The Contractor shall bear the cost of the repair of damage to any service, the possible existence of which could reasonably have been ascertained by him in good time.

Where the Contractor is responsible for damage for which repairs have to be carried out by an outside authority, the costs of these repairs will be recovered by means of a deduction from the Contractor's Payment Certificate. The Employer will attend to the payment of monies due to outside authorities.

5. ALTERATIONS, ADDITIONS, EXTENSIONS AND MODIFICATIONS TO EXISTING WORKS

The Contractor must take note that the roads to be upgraded under this contract tie into existing surfaced roads on either end. The Contractor will be required to survey these tie in points to satisfy him that the tie in information contained in the Working Drawings ties in with the status on site. This survey work must be carried out during the initial stages of the contract to allow the Employer’s Agent sufficient time to make any amendments to the Working Drawings. No additional payment will be made to carry out this survey, and the cost thereof is deemed to be included in the Contractor’s individual rates for setting out of the works


6. WORKING WITHIN A BUILT UP ENVIRONMENT

The Contractor must take note that the Works are to be constructed within existing built up areas, with accesses to properties existing off the roads. The Contractor will be required to plan his works to accommodate existing residents and the public in general. The Contractor will be required to carry out a photographic record of the status of the existing accesses and boundary fences prior to commencing the works. On completion of the Works, the Contractor will be required to reinstate the accesses and boundary fences to a state at least equal to the status prior to construction. The Contractor must submit the photographic record to the Employer’s Agent prior to commencement of construction activities. No additional payment will be made for restricted working conditions or accommodating the existing residents or the general public, and the cost thereof is deemed to be included in the Contractor’s Preliminary and General Items and tendered rates for the different elements of the works.

7. TIDYING UP OF THE WORKS

The Contractor shall take note that progressive and systematic finishing and tidying will form an essential part of this

contract. On no account shall spoil, rubble, materials, equipment or unfinished operations be allowed to accumulate in

such a manner as to unnecessarily be a hindrance to or impede the activities of other contractors or service providers or

public. In the event of this occurring, the Employer shall have the right to withhold payment for as long as may be

necessary in respect of the relevant works in the area(s) concerned. In this regard, the Contractor’s attention is drawn to

the National Environmental Management Waste Act 59 of 2008 (NEMWA).

Upon completion of the Works or any portion thereof, the ground, fences, gates and any structures that have been

interfered with are to be carefully restored to their original condition and all rubbish, tools, tackle, plant and material must

be removed so as to leave the Site in a clean and orderly condition. No additional payment shall be made for work set out

above other than what is allowed for under Project Specification PA.


SECTION 1 PSMK KERBING AND CHANNELLING

Clause 1200 MK

Clause No.

Action required

PSMK 1 3.2.1 add: Precast kerbs shall be as per detail drawings.

PSMK 2 5.2 replace: Precast concrete kerbs and cast in-situ concrete channels shall be laid and cast as per the detail drawings in 1m length panels. Panels shall be cast in alternative sections. A 10mm wide softboard joint shall be formed every 9m. The joint shall be raked out to a depth of 25mm and sealed with an approved polysulphide sealant

PSMK 3 5.4 replace:

Cast in-situ concrete kerb and channel combinations shall be cast in 1m length panels. Panels shall be cast in alternative sections. A 10mm wide softboard joint shall be formed every 9m. The joint shall be raked out to a depth of 25mm and sealed with an approved polysulphide sealant.

PSMK 4 5.5 replace:

Cast in-situ concrete chutes, transitions and channel accesses shall be cast in panels. Panels shall be cast in alternative sections. A 10mm wide softboard joint shall be formed at panels as indicated on the detail drawings. The joint shall be raked out to a depth of 25mm and sealed with an approved polysulphide sealant. Trimming for chutes, transitions and channel accesses shall be included in the rate for concrete, and not measured separately.

PSMK 5 5.6 replace:

Cast in-situ concrete lined open drains / channels shall be cast in panels as indicated on the detail drawings for each channel Type. Panels shall be cast in alternative sections. A 10mm wide softboard joint shall be formed at panels as indicated on the detail drawings for each channel type. The joint shall be raked out to a depth of 25mm and sealed with an approved polysulphide sealant. Trimming for channels shall be included in the rate for excavation, and not measured separately.

PSMK 6 5.13 new:

Class 25/19 cast in-situ concrete cut-off beams for concrete paving in terms of 1200 MJ shall be cast in panels of 1m. Panels shall be cast in alternative sections. A 10mm wide softboard joint shall be formed at panels as indicated on the detail drawings for each channel type. The joint shall be raked out to a depth of 25mm and sealed with an approved polysulphide sealant. The rate shall include for excavation in all materials and trimming of excavations, and not measured separately.

PSMK 7 8.2.1 replace: The unit of measurement shall be per meter of precast kerb and cast-in-situ channel measured on the slope. The rate shall include all labour, plant and materials required to construct the precast concrete kerb and adjacent cast in-situ channel as per the detail drawing (this includes any additional materials required to obtain the required strength concrete). Shuttering and jointing will not be measured separately, but will be deemed to be included in the rate.


Clause 1200 MK

Clause No.

Action required

PSMK 7 5.14 new: Class 25/19 cast in-situ concrete for vehicular and pedestrian scoops. The rate

shall include for excavation in all materials and trimming of excavations, and not

measured separately.

PSMK 8 8.2.2 replace: The unit of measurement shall be per meter of cast in-situ kerb and channel measured on the slope. The rate shall include all labour, plant and materials required to construct the edge restraint as per the detail drawing (this includes any additional materials required to obtain the required strength concrete). Shuttering and jointing will not be measured separately, but will be deemed to be included in the rate. No separate item shall be scheduled for curved sections as this will be deemed to be included in the rate for straight sections.

PSMK 9 Replace 8.2.5 & 8.2.6:

The unit of measurement shall be per cubic meter of concrete measured in accordance with the dimensions on the detail drawings for each type of chute, transition or channel access. The rate shall include all labour, plant and materials required to construct the chute, transition or channel access as per the detail drawing (this includes any additional materials required to obtain the required strength concrete and layer works below concrete structures). Shuttering, reinforcing and jointing and any other ancillaries will not be measured separately, but will be deemed to be included in the rate.

PSMK 10 Replace 8.2.7 to 8.2.13 :

The unit of measurement shall be per cubic meter of concrete measured in accordance with the dimensions on the detail drawings for each channel type. The rate shall include all labour, plant and materials required to construct the channels as per the detail drawing for each type of channel (this includes any additional materials required to obtain the required strength concrete). Shuttering, reinforcing and jointing and any other ancillaries will not be measured separately, but will be deemed to be included in the rate.

PSMK 11 New 8.2.14 : The unit of measurement shall be the meter length of concrete cut-off beam measured neat (200mm x 350mm deep). The rate shall include all labour, plant and materials required to construct the cut-off beams (this includes any additional materials required to obtain the required strength concrete). Shuttering, jointing and any other ancillaries will not be measured separately, but will be deemed to be included in the rate.

PSMK 13 New 8.2.15 The unit of measurement shall be per cubic meter of concrete for vehicular and pedestrian scoops measured in place on site after instruction by the Employer’s Agent. The Contractor will be provided with a sketch for each application after consideration of site conditions. The rate shall include all labour, plant and materials required to construct the scoops. Shuttering, reinforcing (mesh Ref. 193) and jointing and any other ancillaries will not be measured separately, but will be deemed to be included in the rate.


ITEM No DESCRIPTION UNIT QUANTITY RATE AGREE/ DISAGREE

5 CONCRETE KERBING & CHANNELING

5,1 CONCRETE KERBING & CHANNELLING

5.1.1 Precast barrier kerb, Type 4 SABS 927 on 50 mm concrete screed, & cast-in-situ 300 mm x 175 mm thick channel in 20 MPa concrete

5.1.1.1 Kerbing on a radius m 1 306,07

5.1.1.2 Straight kerbing m 1 288,49

5.1.2 Precast barrier kerb, as per Item 5.2.1, on 50 mm concrete screed, but excluding channel



5.1.3 Extra-over items 5.2.1 and 5.2.2 for 20 MPa backing concrete m3 1 1091,12

5.1.4 Extruded mountable kerb Type 1 in 20 MPa concrete, as per



5.1.5 Extruded mountable kerb Type 2 in 20 MPa concrete



5.1.6 250 x 125 mm sunken kerb Fig 13. m 1 194,95

5.1.7 75 x 150mm sunken kerb Fig 11 m 1 172,55

5,2 CAST-IN-SITU KERBING

5.2.1 Supply & erect formwork for kerbing m2 1 256,97

5.2.2 Collect & erect formwork supplied by Employer m2 1 191,69

5.2.3 Supply & erect formwork for sidewalks m2 1 249,91

5.2.4 Supply & erect formwork for small structures m2 1 301,35

5.2.5 Cast 20 M Pa concrete to kerbs m3 1 1 159,54

5,3 ANCILLARIES

5.3.1 2 m long transition kerb and channel No. 1 570,48

5.3.2 Remove existing kerbs and cart to spoil m 1 233,16

5.3.3 Tie into existing kerbing No. 1 523,66

5.3.4 Construct residential motorslopes with 3m wide ramp plus splays at 100mm thick

No. 1 2 488,87

5.3.5 Construct residential motorslopes with 3m wide ramp plus splays at 150mm thick

No. 1 3 037,77

5.3.6 Extra-over item 5.3.4 for additional width of ramp m 1 1 059,83

5.3.7 Construct pedestrian ramp, 20MPA 75mm thick

5.3.7.1 with bubble blocks No. 1 1 567,83

5.3.7.2 with floated concrete finish No. 1 1 424,98

5.3.8 Provide concrete in small quantities to foundations, surface slabs, etc.

5.3.8.1 20 MPa strength m3 1 2 931,49

5.3.8.2 25 MPa strength m3 1 3 213,56

5.3.8.3 30 MPa strength m3 1 3 502,97

SUB TOTAL CARRIED TO SUMMARY R


ITEM No DESCRIPTION UNIT QUANTITY RATE AGREE/ DISAGREE

5,4 ASPHALT & CONCRETE SIDEWALKS

5.4.1 Construct 150 mm thick base layer to sidewalks with G4 natural gravel, from a commercial source (53mm max size), compacted to 98% Mod. AASHTO

m2 1 114,50

5.4.2. Supply and Lay Precast Edge Kerbing on 50mm thick concrete screed

m 1 88,00

5.4.3 Construct sidewalks in 20 MPa concrete x 75mm thick, including wood float and coarse broom finish

m2 1 122,00

5.4.4 Construct sidewalks in 20 MPa concrete x 100mm thick, including wood float and coarse broom finish

m2 1 145,00

5.4.5 Supply & lay steel mesh ref. 156 to roadways, sidewalks, walkways and paving areas as instructed by the Engineer

m2 1 75,50

5.4.6 25 MPA cast-in-situ concrete in retaining wall foundations, small steps etc.

m3 1 3 500,00

5.4.7 Supply & install concrete bollards, where directed by Engineer

No. 1 355,00

5.4.8 Prime Coat to sidewalks, using MC 30 SP m2 1 11,50

Asphalt surfacing in Sidewalks

5.4.9 Nominal 7mm Sidewalk Premix (hot mix) 25mm thick, compacted to 95% Marshall.

m2 1 88,00

5.4.10 Extra Over items 2.6.3 & 2.6.4 for 50mm x 50mm thickened edge

m 1 42,00

5,5 SIDE DRAINS

5.5.1 Construct Cast In-situ Concrete Channel complete (800mm wide x100mm deep x1000mm long)

m 1 355,55

5.5.2 Construct Cast In-situ Concrete Channel complete (1000mm wide x100mm deep x1000mm long)

m 1 315,00

5.5.2.1 Type A m 1 188,00

5.5.2.2 Type B m 1 280,00

5.5.2.3 Type C m 1 386,00

5.5.3 E.O. Items 5.1 & 5.2 provide expansion joint in 13 mm jointing board to full depth & seal off top of joint with approved sealant

No. 1

89,75

5,6 SAW CUTTING

5.6.1 (a) Saw-cut joints in existing concrete m 1 44,75

5.6.2 (b) Saw-cut joints in existing premix m 1 42,75



DESCRIPTION UNIT QUANTITY RATE AGREE/ DISAGREE

BLOCK PAVING SIDE WALKS

5.7 SIDE WALKS

5.7.1 Clear and shape existing natural ground m³ 1 150,00

5.7.2 Construct 150mm selected subbase layer for sidewalk from recovered material from existing layer works and compacted to 97% Mod AASHTO Density

m² 1 120,00

5.7.3 Construct 150mm subbase layer for sidewalk with G4 material from commercial sources and compacted to 97% Mod AASHTO Density

m² 1 100,00

5.7.4 Process subbase material by mechanical modification (blending recovered material and G4 material)

m² 1 120,00

5.7.5 Apply 25mm sand base and compact to 90% Modd Aashto m² 1 65,88

5.7.6 Construct 50mm 30 / 2.0 Type S-C interlocking CBP (red) complete as per PSMJ 6

m² 1 145.75

5.7.7 Construct 50mm 30 / 2.0 Type S-C interlocking CBP (grey) complete as per PSMJ 6

m² 1 125.75

5.7.8 Construct 50mm 30 / 2.0 Type S-C interlocking CBP (charcoal) complete as per PSMJ 6

m² 1 145.75

5.7.9 Straight Cutting of Block Pavers m 1 36,45

5.7.10 Circular Cutting of Block Pavers m 1 42,66

5.7.11 Cart away excess materials 1to registered spoil site ton/km 1 50,00



ITEM No


2 ROAD & STORMWATER REINSTATEMENT

2,1 SITE CLEARANCE

2.1.1 Clear site as directed, incl. spoiling material within 1 km freehaul ha 1 11 500,00

2.1.2 Remove topsoil to nominal depth of 150 mm and stockpile m³/km 1 45,00

2,2 EARTHWORKS

2.2.1 ROADBED preparation and compaction of in-situ material to a depth of 150 mm:

2.2.1.1 compact to 90% Mod AASHTO density m3 1 45,00

2.2.1.2 compact to 100% Mod AASHTO density for sand m3 1 50,00

2.2.2 CUT TO FILL within freehaul distance of 1km and;

2.2.2.1 compact to 90% Mod AASHTO density m3 1 55,00

2.2.2.2 compact to 100% Mod AASHTO density for sand m3 1 60,00

2.2.2.3 E.O items 2.2.2.1 and 2.2.2.2 for excavation and breaking down material in hard excavation

m3 1 180,00

Surface finishes

2.2.2.4 (a) Trim, shape and roll verges m2 1 11,50

2.2.2.5 Construct selected subgrade from commercial sources compacted to 93% Mod AASHTO density.

m3 1 180,00

2.2.3 CUT TO SPOIL within freehaul distance of 1 km

2.2.3.1 Soft excavation m3 1 35,00

2.2.3.2 Hard excavation m3 1 180,00

2.2.4 CUT TO STOCKPILE within freehaul distance of 1 km m3 1 45,00

2.2.5 STOCKPILE TO FILL within freehaul distance of 1 km m3 1 45,00

2.2.6 Extra-over items 2.2.1, 2.2.2, 2.2.3, 2.2.4, 2.2.5, 2.3, 2.4 and 2.5 for work to be performed in restricted areas and in roads of width less than 3,0m

m3 1 45,00

2.2.7 Extra-over Items 2.1.1, 2.2.2 & 2.2.3 for overhaul in excess of freehaul distance of 1 km

m3 km 1 11,00

2,3 SUBBASE AND WEARING COURSE

2.3.1 Construct 150mm thick subbase with G4 quality material (min. CBR 80% and PI<6) from commercial sources compacted to 95% mod. AASHTO density:

m3 1 245,00

2.3.2 Construct 150mm thick subbase with natural gravel from commercial sources (G5 quality material, min CBR 45%, PI <10, max. stone size 63 mm), compacted to 95% Mod. AASHTO density

m3 1 204,00

2,4 EMULSION STABILIZATION

2.4.1 Supply and distribute Cationic 60% stable grade emulsion litre 1 25,00

2.4.2 Supply water for dilution of emulsion as required litre 1 12,00

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2,5 BASE

2.5.1 Construct base with G2 quality material from commercial sources (graded crushed stone, PI <6, max.stone size 37,5 mm), compacted to 100% Mod. AASHTO density

2.5.1.1 a) 100mm thick m3 1 305,00

2.5.1.2 b) 150mm thick m3 1 350,00

2.5.2 Construct base with G3 quality material from commercial sources (graded crushed stone, PI <6, max.stone size 37,5 mm), compacted to 98% Mod. AASHTO density

2.5.2.1 a) 100mm thick m3 1 305,00

2.5.2.2 b) 150mm thick m3 1 350,00

2,6 ASPHALT BASE AND SURFACING

2.6.1 Prime Coat, using MC 30 SP m2 1 10,00

2.6.2 Tack coat using 30% cationic emulsion m2 1 10,00

Asphalt surfacing in Roadways

2.6.3 Continuously graded medium asphalt surfacing, using 80/100penetration grade bitumen, at 30mm thickness

m2 1 80,00

2.6.4 Variation in quantities of bituminous binder content litre 1 15,00

2,7 EXISTING SERVICES

2.7.1 Locating and protecting existing services No. 1 320,00

2.7.2 Reset light-duty covers No. 1 550,00

2.7.3 Reset heavy-duty covers No. 1 700,00

2.7.4 Excavate by hand in soft material to locate existing services m3 1 125,00

2.7.5 Protect, cross & work around existing services No. 1 350,00

2.7.6 Protect & work adjacent to existing services m 1 90,00

2.8 SLURRY SEAL

2.8.1 SINGLE SEAL

2.8.1.1 Apply Fog Spray with MC 30 m2 1 10,00

2.8.1.2 Tack coat using 30% cationic emulsion m2 1 10,00

2.8.1.3 Apply 13.2mm/19mm Stone Chips m2 1 25,00

2.8.1.4 Apply fog spray and cover with single slurry seal m2 1 85,00

2.8.2 DOUBLE SEAL

2.8.2.1 Apply Fog Spray with MC 30 m2 1 10,00

2.8.2.2 Tack coat using 30% cationic emulsion m2 1 10,00

2.8.2..3 Apply 13.3mm/19mm Stone Chips m2 1 25,00

2.8.2.4 Apply fog spray mc 30 and cover with double slurry seal m2 1 85,00




6 STORMWATER DRAINAGE

6,1 TRENCHES

Excavate in all materials for trenches, backfill compact and dispose of surplus material within the freehaul distance of 1 km, for the following trench depths:

6.1.1 For pipes up to 600mm dia

6.1.1.1 Depth from 0m to 1.0m m 1 75,65

6.1.1.2 Depth from 1.0m to 2.0m m 1 91,25

6.1.1.3 Depth from 2.0m to 3.0m m 1 128

6.1.2 For pipes greater than 600mm dia

6.1.2.1 Depth from 0m to 1.0m m 1 88,45

6.1.2.2 Depth from 1.0m to 2.0m m 1 105,00

6.1.2.3 Depth from 2.0m to 3.0m m 1 165,00

6.1.3 Extra-over Item 6.1.1 and 6.1.2 for hard rock m3 1 305,00

6.1.4 Extra-over Item 6.1.1 and 6.1.2 for overhaul in excess of 1 km m3km 1 15,75

6.2 BEDDING

6.2.1 Provision of bedding obtained from trench excavations

6.2.1.1 Selected granular material m3 1 205,75

6.2.1.2 Selected fill material m3 1 198,22

6.2.2 Provision of bedding obtained from commercial sources


6.2.2.2 Selected fill material m3 1 198,22

6.2.2.3 Washed 7mm crushed stone m3 1 211,70

6.3 PIPES

Rates to include for wrapping of joints

6.3.1 Supply, lay in Class B bedding and joint for the following:

6.3.1.1 R.C. Class 50-D Ogee pipes:

6.3.1.2 375mm dia m 1 309,20

6.3.1.3 450mm dia m 1 380,51

6.3.1.4 525mm dia m 1 470,95

6.3.1.5 600mm dia m 1 539,32

6.3.1.6 900mm dia m 1 976,99

6.3.2 R.C. Class 100-D Ogee pipes:

6.3.2.1 375mm dia m 1 369,28

6.3.2.2 450mm dia m 1 438,40

6.3.2.3 525mm dia m 1 564,93

6.3.2.4 600mm dia m 1 670,22

6.3.2.5 900mm dia m 1 1 218,05

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ITEM No


3 PIPE LAYING & PIPELINES & SEWERS

3.1 EARTHWORKS (PIPE TRENCHES)

3.1.1 Excavate in all materials for trenches, backfill compact and dispose of surplus material within the freehaul distance of 1 km, for pipes up to & including 150mm dia. for depths:

3.1.1.1 0m to 1m m 1 142,00

3.1.1.2 Over 1m to 2m m 1 156,00

3.1.1.3 Over 2m to 3m m 1 182,00

3.1.2 Extra over 3.1.1 to 3.1.5 for hard rock excavation (Ref. PSDB 3.1)

m3 1 331,00

3.1.2.1 Clear and grub m 1 11,75

3.1.3 Excavate unsuitable material from bottom of trench, incl. backfill compact and dispose of surplus material within freehaul distance of 1 km

m3 1 66,00

3.1.4 Extra-over 3.1.1 to 3.1.5 for hand excavations m3 1 79,00

Excavation ancillaries

3.1.5 Make up deficiency in backfill material, by importation from commercial sources selected by Contractor

m3 1 150,00

Compaction in road reserves (ref. PSDB 3.5)

3.1.6 Compact to 95% Mod AASHTO m3 1 44,00

3.1.7 Extra-over Items 3.1.1 to 3.1.7 for overhaul, in excess of freehaul distance of 1 km

m3km 1 18,00

3.2 BEDDING

3.2.1 Supply only of imported bedding from commercial sources


3.2.1.2 Selected fill m3 1 198,22

3.2.1.3 6,7mm Crushed Stone m3 1 420,00

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3.3 SEWERS (PIPEWORK)

3.3.1 Supply lay joint bed on Class B bedding and test the following pipes, incl. couplings:

3.3.1.1 100 mm diam. AC Series 4 (erf connections) m 1 262,10

3.3.1.2 150mm dia. AC Series 4 m 1 290,00

3.3.1.3 110mm dia. uPVC m 1 254,00

3.3.1.4 160mm dia. uPVC m 1 300,00

600 mm dia 100D PVC lined pipe m 1 1 500,00

3.3.1.5 Nominal 150/100 pipe Y-junctions. No. 1 252,00

3.3.1.6 Nominal 100 mm diam. 45 o bend. No. 1 291,00

3.3.1.7 Nominal 100 mm diameter end cap. No. 1 276,00

3,4 MANHOLES

3.4.1 Construct manholes to, with Type 4 cover & frames, for depths:

3.4.1.1 Over 0 to 0,5m No. 1 9 720,00

3.4.1.2 Over 0,5 to 1m No. 1 11 300,00

3.4.1.3 Over 1m to 1,5m No. 1 15 150,00

3.4.1.4 Over 1,5m to 2m No. 1 19 000,00

3.4.1.5 Over 2m to 2,5m No. 1 21 000,00

3.4.1.6 Over 2,5m to 3m No. 1 23 000,00

3.4.1.11 Extra over 3.3.5 to 3.3.14 for Type 2A cover No. 1

3.4.2 Testing water tightness of manhole No. 1 1 124,00

3.4.3 Shoring of trenches (both sides) m 1 395,00

3.4.4 Cater for existing flow when connecting into existing sewer No. 1 8 000,00

3.4.5

SUB TOTAL CARRIED TO SUMMARY


ITEM No


4 PIPE LAYING & PIPELINES 4.2 WATER RETICULATION

4.1 EARTHWORKS (PIPE TRENCHES)

Excavate in all materials for trenches, backfill compact and dispose of surplus material within the freehaul distance of 1 km, for the following trench widths & depths:

Trenches 500 mm wide for pipes up to 50mm diam.:

4.1.1 Depth up to 1m m 1 41,20

4.1.2 Depth over 1m to up to 2m m 1 65,95

Trenches 900 mm wide for pipes greater than 50mm diameter up to and including 315mm diameter.

4.1.3 Depth up to 1m m 1 62,33

4.1.4 Depth over 1m to up to 2m m 1 82,31

4.1.5 Extra-over items 4.1.1 to 4.1.4 for hard rock m3 1 254,42

4.1.6 Excavate and dispose of unsuitable material from trench bottom m3 1 68,19

4.1.7 Extra-over items 4.1.1 to 4.1.4 for hand excavation m3 1 129,45

4.1.8 Extra-over Items 4.1.1 to 4.1.6 for overhaul, in excess of freehaul distance of 1 km

m3km 1 26,50

Excavation ancillaries

4.1.9 Make up deficiency in backfill material, by importation from commercial sources selected by Contractor

m3 1 142,32

4.1.10 Compaction in road reserves (ref. PSDB 3.5)

Compact to 95% Mod AASHTO m3 1 49,82

4.2 BEDDING (PIPES)

Supply only of imported bedding

4.2.1 Selected granular material m3 1 205,75

4.2.2 Selected fill material m3 1 198,22

4.3 MEDIUM PRESSURE PIPELINES

Supply, lay, bed and test pipes complete with couplings:

(a) uPVC Class 9 Pipes, to SABS 966-1:

4.3.1 63mm diam. m 1 83,22

4.3.2 90mm diam. m 1 98,24

4.3.3 110mm diam. m 1 103,35

4.3.4 160mm diam. m 1 216,47

4.3.5 200mm diam. m 1 409,28

4.3.6 315mm diam. m 1 685,94

(b) HDPE Type IV Class10 pipes

4.3.14 63mm diam. m 1 97,58

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ITEM No


(c) FC Bitumen- dipped pipe:

4.3.15 50mm diam. Class F m 1 37,06

4.3.16 75mm diam. Class C m 1 39,95

4.3.17 100mm diam. Class C m 1 43,82

4.3.18 150mm diam. m 1 53,05

4.3.19 250mm diam. m 1 66,39

4.3.20 300mm diam. m 1 86,78

4.3.21 Extra-over 4.3.1 to 4.3.26 for collection, laying & bedding of cast iron specials supplied by the Municipality, incl. Short collar joints, bends, elbows etc. for diameters 50 to 315mm.

No. 1 146,46

Extra-over 4.3.1 to 4.3.26 for fixing & bedding valves & hydrants as supplied by the Municipality

(a) Valves

4.3.22 50 to 90mm diam. No. 1 187,99

4.3.23 100 to 160mm diam. No. 1 269,86

4.3.24 200 to 315mm diam. No. 1 451,58

4.3.25 (b) Hydrants, incl. Fitting of flanged distance piece No. 1 348,71

4.3.26 Anchor/thrust blocks and pedestals, incl. Formwork No. 1 1 005,39

Supply and install valve & hydrant chambers with thermoplastic covers:

4.3.27 Valve chambers No. 1 1 020,70

4.3.28 Hydrant chambers No. 1 1 017,58

Supply and install valve & hydrant markers:

4.3.29 Valve markers No. 1 409,61

4.3.30 Hydrant markers No. 1 409,61

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DESCRIPTION UNIT QUANTITY RATE AGREE/DISAGREE

4.4. ERF CONNECTIONS

Provide erf connections complete

(a) 20mm int. diam polypropylene erf connection of standard length 1,5 m off AC or uPVC pipe, of the following diameters:

4.4.1 50 to 75mm diam. No. 1 321,58

4.4.2 90 to 110mm diam. No. 1 351,04

4.4.3 150 to 160mm diam. No. 1 489,03

4.4.4 200 to 315mm diam. No. 1 911,90

4.4.5 Extra-over items 4.4.1 to 4.4.4 for additional length of communication pipe

m 1 321,58

(b) 25mm int. diam polypropylene erf connection of standard length 1,5 m off AC or uPVC pipe, of the following diameters:

4.4.6 50 to 75mm diam. No. 1 336,96

4.4.7 90 to 110mm diam. No. 1 369,41

4.4.8 150 to 160mm diam. No. 1 496,29

4.4.9 200 to 315 diam. No. 1 938,42


m 1 68,07

(c) 25mm external diam "HDPE" erf connection of standard length 1,5 m off AC or uPVC pipe, of the following diameters:

4.4.11 50 to 75mm diam. No. 1 327,95

4.4.12 90 to 110mm diam. No. 1 361,07

4.4.13 150 to 160mm diam. No. 1 490,75

4.4.14 200 to 315mm diam. No. 1 937,88


m 1 65,18

(d) 32mm external diam "HDPE" erf connection of standard length 1,5 m off AC or PVC-u pipe, of the following diameters:

4.4.16 50 to 75mm diam. No. 1 349,89

4.4.17 90 to 110mm diam. No. 1 385,68

4.4.18 150 to 160mm diam. No. 1 513,81

4.4.19 200 to 315mm diam. No. 1 952,62


m 1 70,92

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e) Provide erf connections complete

4.4.21 (i) 25mm external diam "HDPE" erf connection of standard length 1,5 m off 63 mm diam. HDPE pipe:

No. 1 343,92

4.4.22 Extra-over item 4.4.17 for additional length of communication pipe

m 1 124,23

4.4.23 (ii) 32mm external diam "HDPE" erf connection of standard length 1,5 m off 63 mm diam. HDPE pipe:

No. 1 367,50

4.4.24 Extra-over item 4.4.19 for additional length of communication pipe

m 1 127,69

Supply & install saddles to pipes, complete as specified:

a) Loop clamp saddle with compression fittings & four stainless steel bolts:

4.4.25 110mm with 40mm diam. HDPE outlet No. 1 279,91




b) Magnum clamp saddle with compression fittings & four stainless steel bolts:





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6.4 MANHOLES AND CATCHPITS

6.4.1 Supply and install complete the following standard manholes or catchpits for pipe diamters less than or equal to 600mm:

6.4.1.1 Type A1 catchpit, nominal depth 1,5 m No. 1 7 997,67


6.4.1.3 Type B catchpit, nominal depth 1,5 m with hinged steel grates No. 1 8 906,23

6.4.1.4 Type C manhole nominal depth 1,5m No. 1 8 246,55

6.4.2 Supply and install complete the following standard manholes or catchpits for pipe diamters greater than 600mm:



6.4.2.3 Type B catchpit, nominal depth 1,5 m with hinged steel grates No. 1 9 953,51

6.4.2.4 Type C manhole nominal depth 1,5m No. 1 9 223,77

6.4.3 Variation in manhole or catchpit depths:

6.4.3.1 Extra-over items 6.4.1 for variation in depth from the nominal depth m 1

6.4.3.2 Extra-over items 6.4.2 for variation in depth from the nominal depth m 1

6.4.4 Replace existing concrete covers & frames, or loose steel covers & frames, with hinged steel grates & frames:

6.4.4.1 (a) Single No. 1 2 927,79

6.4.4.2 (b) Double No. 1 3 940,86

6.4.5 Break into existing manhole or catch-pit & make good No. 1 1 968,33

6.6 ENCASEMENT

6.6.1 Encasement of pipes using 20 MPa concrete m3 1 2 055,69



SECTION 8 SMM Ancillary Roadworks

Clause 1200 MM Clause

No. Action required

PSMM 1 3.1.1 add:

5.1.2.1 add:

Guard rails to be: Armco Flex-beam Standard W – sections 2,8 mm thick, galvanised (or similar and approved) erected in accordance with manufacturer's specification.

PSMM 2 3.1.2.1 add: Timber to be used: Eucalyptus in accordance with SABS 754.

PSMM 3 3.2.2 add: Grade steel to be used: Gr 43. All steel to be galvanised.

Post shall be 62 mm galv tubing to BS 1387.

PSMM 4 3.2.5 add: No composite or particle boards shall be used.



INSTALLATION OF GUARD RAILS

8.1 Supply Auger Earth Drill Rate/Day 1 1 800,00

8.2 Drill Hole to 1000mm No. 1 66,00

8.3 Install 1600mm long x 175-200mm thick to 600mm above ground and compact with G5 Material from commercial source

No. 1 145,88

8.5 Fix w-shape 3800mm long x 300m wide guard rail with reflectors m 1 1175,66

8.7 Reinstate the environment Sum 1 2 500,00




OCCASIONAL CLEANING OF STORMWATER MANAGEMENT FACILITIES

9.1 Provision of a team of 10 labourers to clean the river bed for period of 10 days

Sum/day 1 3 000,00

9.2 Provision of PPE, tools and equipment for 10 labourers Sum 1 3 000,00

9.3 Allow for 10 loads of rubble with 8 ton truck Sum 1 12 000,00

9.4 TLB for 5 days for loading of rubble to the truck Sum 1 18 000,00




CLEANING OF SLUDGE DRYING PANS

10.1 Supply TLB with plain scoop Rate/day 1 5 000,00

10.2 Excavate and load 100m³ of rubble from the sludge drying beds m³ 1 15 000,00

10.3 Supply 10 m³ tipper truck Rate/day 1 4 500,00

10.4 Haul the rubble to a licensed hazardous dumping site (Max 300km) m³/km 1 45,00

10.5 Clean the site using 10 labourers Rate/day 1 3 000,00




MISCELLENEOUS BUILDING WORKS

11.1 BRICK WORKS

11.1.1 110MM Brickwork (Min 7MPA) laid stretcher bond, bedded in 1:5 cement mortar

m² 1 166,00

11.1.2 220MM Brickwork (Min 7MPA) laid stretcher bond, bedded in 1:5 cement mortar

m² 1 332,00

11.1.3 Labour Cost m² 1 15,00

11.1.4 Cartage of bricks ton/km 1 50,00

11.2 PLASTERING

11.2.1 Cement plaster to walls m² 1 45,00

11.2.2 Cement Plaster to patching/remedial work/narrow m² 1 22,00

6.5 HEADWALLS

6.5.1 Construct headwalls as per PSLE 9/1 or 9/2, for the following pipe sizes:

6.5.1.1 300 to 600mm dia. No. 1 3 969,75

6.5.1.2 600 to 900mm dia. No. 1 5 052,83

6.5.1.3 Greater than 900mm dia. No. 1 6 140,05




MISCELLENEOUS PAINTING

12.1 PAINTING

12.1.1 Prepare Surface m² 1 56,76

12.1.2 Apply one Plaster Primer Coat m² 1 27,55

12.1.3 Apply one Coat of Acrylic PVA Undercoat m² 1 22,44

12.1.4 Apply Two Coats Wash And Wear Acrylic PVA To Walls m² 1 44,75

12.2.5 Apply Two Coats of Non –Grip, Non Stick Velvaglo m² 1 55,65

12.2.6 Cement Backwash on walls m² 1 22,75




SPEED BUMPS AND SPEED HUMPS

13.1 PAINTING

13.1.1 Straight cutting of existing asphalt surface m 1 21,88

13.1.2 Remove existing asphalt surface using 5 labourers m² 1 66,88

13.1.3 Construct table-top speed bump referring to municipal details m² 1 556,77

13.1.4 Cart away the rubble to a registered spoil site ton/km 1 50,00

13.2.5 Apply marking in according with the SANS 1200 standards m² 1 44,00




No. Action required

PSMM 5 3.3.2 replace: All road marking paint for use on this contract shall be thermoplastic as follows;

Thermoplastic road marking material shall comply with the requirements of EN 1436, and EN 1423: 1998 for drop-on glass beads for road marking and anti-skid aggregates and mixtures thereof. Blending of thermoplastic road marking material and glass beads shall comply with EN 1424: 1998.

The binder shall be an elasticized synthetic resin and the material shall be reflectorized by mixing in 25% by mass Class A glass beads in accordance with EN 1424: 1998. An additional topping of glass beads shall be applied to the hot surface of the material for instant retro-reflectivity.

The white road marking material shall contain 6% by mass minimum titanium dioxide content and shall have a skid resistance of 45 S.R.T. – units or higher. SABS Method 1248: 1995 shall be used for determination of traffic wear index; indication of durability.

The following minimum lumination values are required for the completed product:

250 mcd/m2.lux & 120 mcd/m2.lux for white & yellow lines respectively, at 30 days after application.

150 mcd/m2.lux & 75 mcd/m2.lux for white & yellow lines respectively, at 12 months after application.

Determination of coefficient of retro-reflected luminance by means of portable retro-reflectometer shall be carried out using SANS 6261: 2008. Application of the permanent road marking will thus have to be performed just prior to the commencement of the defects liability period. The measurement of the retro-reflected luminance must then be carried out by the Contractor at the end of the defects liability period.



No. Action required

Should the coefficient fall below the requirements, the Contractor will be required to remedy the defective sections prior to the final release of retention. The costs for the above must be included in the Contractors rates for the application of road marking. No additional costs will be entertained as a result of this requirement.

Two-component cold plastic road marking material shall be used for symbols, arrows and letters (hand painted markings) unless otherwise instructed by the Engineer.”

PSMM 6 5.2.4.1 add: Supports shall be installed in holes at least 800 mm deep and backfilled with 1:12 cement: Soil mixture as specified.

PSMM 7 5.3.4.3 replace: Thermoplastic road marking shall be applied at a nominal rate of 2,5 kg/m2 to achieve a minimum thickness of 1,25mm to 1,5mm or as directed by the Engineer. The two-component road marking material shall be applied by hand by means of a trowel. The desired symbol or line shall be marked with a tape or a template on the road surface. Thereafter apply the required volume of material and spread uniformly over the entire area. When dry/set, remove the tape or template. A spreading rate of 4,5kg/m2 is estimated to achieve a 2,0mm material thickness.

PSMM 8 5.3.5 replace: The thermoplastic road marking material and two-component road marking material shall contain insitu glass beads of minimum content of 25% in order to obtain night visibility (reflectivity). The contractor shall immediately apply additional glass beads at 400g/m2 to obtain immediate reflectivity. The beads shall be sprayed onto the road marking layer by means of a pressure sprayer. Where letter, symbol, traverse line and island road marking is undertaken by hand, the glass beads may be applied by hand if approved by the Engineer. Prior to any hand application work, the contractor shall first request approval from the Engineer. Beads shall be applied in accordance with EN 1424.

PSMM 9 7.1 add: Before painting any permanent road markings, the Contractor shall satisfy himself and the Engineer, by painting test lines on a section of pavement other than the section required to be marked:

(i) that the painting machine is in good working order and properly adjusted;

(ii) that the operator is fully experienced; and

(iii) that the machine sprays at the specified rate of paint application.

The Contractor shall bear the cost of all materials and workmanship required for the above plant tests.



No. Action required

In addition, the Contractor shall conduct random paint thickness tests and dip/spread tests as required by the Employer’s Agent.

PSMM 10 8.3 add: Payment shall be per unit supplied and erected inclusive of all materials, labour, etc. necessary to complete the sign.

PSMM 11 8.3 replace: Payment shall be per unit supplied and erected inclusive of all materials, labour, etc. necessary to complete the sign.

PSMM 12 8.4.1 replace the heading:

Thermoplastic paint with glass beads as per PSMM 5, 7, 8 & 9.

PSMM 13 8.4.2 replace: No variations from the application rates stated in the project specifications will be entertained. Any variations must be included in the tendered rates under 8.4.1.


ROADMARKING

14.1 Thermoplastic paint with glass beads as per PSMM 5, 7, 8 & 9

14.1.1 White lines (unbroken) 100mm wide m 1 27,85

14.1.2 Yellow lines (unbroken) 100mm wide m 1 29,75

14.1.3 White lines characters and symbols m² 1 156,75

14.1.4 Yellow lines characters and symbols m² 1 166,85

14.2.5 Traffic island markings (any colour) m² 1 128,66



SECTION 15 PSMJ Segmented Paving

Clause 1200 MJ Clause No.

Action required

PSMJ 1 3.1.2 add : Blocks shall be 60-80mm thick shape S-A Class 1 in herringbone laying pattern in accordance with SANS 1058: 2012 for Roadworks and Parking Areas.

Blocks shall be 50mm thick shape S-C Class 2 in herringbone laying pattern in accordance with SANS 1058: 2012 for sidewalks. Colours and colour combinations as indicated on the drawings

PSMJ 2 3.3 add : The grading of the sand as specified shall be strictly adhered to, sand shall be tested on a continuous and regular basis and the results submitted to the Employer’s Agent for approval.

PSMJ 3 5.1.1 add : The tolerance requirements of Clause 6.2 for Degree I Accuracy shall apply.

PSMJ 4 5.4 add : Only competent, qualified and fully trained pave layers shall be permitted to undertake the laying of the paving units.

PSMJ 5 8.2.1 to 8.2.4 replace :

The unit of measurement

The unit of measurement shall be m² for each type of paver and shall cover the following operations:

Supply and laying of the pavers on a 25mm sand bedding layer, compacted to 20mm. Including vibrating and brooming in of sand to lock up the blocks, and rolling the finished product for final lock up using a 5-10t PTR roller on Roadworks. Lock up on sidewalks is not required.

Cutting and filling in gaps with concrete will not be measured separately and shall be included in the rate to supply and lay. No additional costs will be entertained.

Paving edge restraints (kerbing and channels) and concrete cut-off beams will be measured separately under kerbing & channelling where necessary.

An extra over item will be provided in the BOQ to vary the laying pattern and colour combinations for the sidewalks. This item to include for instances where more than one and up to 3 different colours are used with each colour making up at least 5% of the nett area of the section under consideration. Where a single colour is used, no additional payment will be made.



BLOCK PAVING

15.1 Block Paving

15.1.1 Apply 25mm sand base and compact to 90% Modd Aashto m² 1 65,88

15.1.2 Construct 60-80mm .0 Type S-A Class 1 herringbone (red) m² 1 165,88

15.1.3 Construct 60-80mm .0 Type S-A Class 1 herringbone (grey) m² 1 155,00

15.1.4 Construct 60-80mm .0 Type S-A Class 1 herringbone (charcoal) m² 1 165,88

15.1.5 Straight Cutting of Block Pavers m 1 44,65

15.2.6 Circular Cutting of Block Pavers m 1 66,75

15.2.7 Cart away excess material to registered spoil site ton/km 1 50,00




SMALL CONCRETE WORKS

12.1 CONCRETE WORKS

12.1.1 Break existing concrete using hand tools m³ 1 75,55

12.1.2 Clear and shape existing natural ground m³ 1 55,88

12.1.3 Straight Cutting of existing concrete m 1 44,75

12.1.4 Circular Cutting of existing concrete m 1 42,75

12.2 CAST-IN-SITU CONCRETE

12.2.1 Supply & erect formwork for straight structures less than 500mm m2 1 256,97

12.2.2 Collect & erect formwork for circular structures less than 500mm m2 1 291,69

12.2.3 Supply & erect formwork supplied deeper than 500mm m2 1 249,91

12.2.4 Install expansion material m 1 19,65

12.2.5 Cart away excess materials 1to registered spoil site ton/km 1 50,00

12.3 Construct pedestrian ramp, 20MPA 75mm thick

12.3.1 with bubble blocks No. 1 1 567,83

12.3.2 with floated concrete finish No. 1 1 424,98

12.4 Provide concrete in small quantities to foundations, surface slabs, etc.

12.4.1 20 MPa strength m3 1 2 931,49

12.4.2 25 MPa strength m3 1 3 213,56

12.4.3 30 MPa strength m3 1 3 502,97

12.4.4 Construct pedestrian ramp, 20MPA 75mm thick m2 1 115,25




AD HOC LABOUR PROVISION

13.1 SIDE WALKS

13.1.1 Provision of a team of 10 labourers to perform any task as identified by the municipality

Sum/day 1 3 000,00

13.1.2 Provision of PPE, tools and equipment for 10 labourers Sum 1 3 000,00




GENERAL WELDING & STEELWORKS

14.1 GENERAL WELDING & STEELWORKS

14.1.1 Clear and dismantle existing steel works Sum 1 4 000,00

14.1.2 Cart away excess materials to registered spoil site ton/km 1 50,00

14.1.3 Apply welding to steel material provided by the municipality using Arc Welding (paid per kg rods used)

Rate/kg 1 250,00

14.1.3 Apply welding to steel material provided by the municipality using MIG Welding (paid per kg wire used)

Rate/kg 1 380,00



ITEM No

DESCRIPTION UNIT QUANT RATE AGREE/DISAGREE

1 SECTION 1:PRELIMINARY & GENERAL

Note:The quantities provided in this Bill are fictitious and bear no resemblance to the quantities which may appear in an Assignment.

The Quantities are used for the sole purpose of adjudicating the tenders.

1,1 Facilities for Engineer:

1.1.1 Provide office, as required by Engineer (Ref PSAB 3.4) month 0 5 000,00 0,00

1.1.2 Provide cell-phone for use by Engineer (Ref PSAB 4.1) month 0 2 000,00 0,00

1,2 Facilities for Contractor: Value-Related Items

Assignment Value Categories:

1.2.1 From R 0 to R2 000 000 % 20,00 } To be

1.2.2 From R2 000 000 to R5 000 000 % 20,00 } calculated

1.2.3 Over R5 000 000 % 20,00 } by Employer

1,3 DISTANCE MARKUP

Address of Contractor's Depot:

Street:

Suburb:

City:

1.3.1 Mark-up: Over 30 up to 50km from Depot % 0,00 Rate Only

1.3.2 Mark-up: Over 50km from Depot % 0,00 Rate Only

1,4 DAYWORK

(a) Personnel : Rates shall include for on-costs

1.4.1 General worker hr 0 26,00

1.4.2 Artisan hr 0 40,00

1.4.3 Gang supervisor hr 0 40,00

1.4.4 Construction foreman hr 0 140,00

1.4.5 Survey assistant hr 0 30,00

1.4.6 (b) Materials sum 0 1

1.4.7 Add percentage adjustment to item 1.4.6 for on-cost etc. % 0 0,200

(c) Plant: (Rates shall include for on-cost)

1.4.8

Rubber tyre front-end loader, min. 90 kW (Cat. 950 or equivalent) hr 0

450,00

1.4.9 Excavator/backhoe, min.75 kW (Cat. 215 or equivalent) hr 0 800,00

1.4.10 2000 cc Bakkie hr 0 90,00

1.4.11 7 000 litre Water cart hr 0 450,00

1.4.12 10 t Tip truck hr 0 450,00

1.4.13 1t Pedestrian roller hr 0 220,00

1.4.14 2 -5 t Flat wheeled roller hr 0 250,00

1.4.15 6-10t Flat wheeled roller hr 0 380,00

1.4.16 Compressor: min 250 cfm hr 0 220,00

After-hours call-out


1.4.16 Mark-up on Daywork rates for call-out after hours % 250,00 Rate Only

1,5 TEMPORARY WORKS

1.5.1 Dealing with water on site. week 0,00 8 000,00

CARRIED FORWARD NEXT PAGE R


DESCRIPTION UNIT QUANT RATE AGREE/DISAGREE

1,6 ACCOMMODATION OF TRAFFIC

1.6.1 Flagman day 0 250,00

1.6.2 Portable STOP/GO-RY signs: Set of 2 No. 0 1 500,00

1.6.3 Temporary command signs 610 mm dia. No. 0 800,00

1.6.4 As above 1200mm dia. No. 0 1 500,00

1.6.5 Temporary warning signs 914mm dia. No. 0 1000,00

1.6.6 As above - 1624mm sides No. 0 1 500,00

1.6.7 Danger plates and delineators No. 0 180,00

1.6.8 Moveable barricades (Road closed & Chevron types) No. 0 1 500,00

1.6.9 Drums No. 0 120,00

1.6.10 Amber flicker lights No. 0 1 500,00

1.6.11 Plastic traffic cones (large) No. 0 120,00

1.6.12 Road signs R-series1200mm dia. No. 0 1 500,00

1.6.13 Road signs W-series 1524mm sides No. 0 3 500,00

1.6.14 Road signs G-series (excluding G49) No. 0 3 500,00

1.6.15 Moveable barricades No. 0 3 500,00

1,7 TESTING OF MATERIALS & WORKMANSHIP

Arrange for tests to be carried out, as required by the Engineer:

Testing of Aggregate:

1.7.1 Determination of Grading & Plasticity Index No. 0 600,00

1.7.2 Determination of Maximum Dry Density & Optimum Moisture Content of gravels and soils No. 0

800,00

1.7.3 Determination of the California Bearing Ratio of gravels & soils No. 0 1 500,00

1.7.4 Determination of in-situ dry density of gravels or soils by sand replacement or nuclear gauge method. No. 0

800,00

Testing of Asphalt & Slurry

1.7.5 Determination of binder content, Marshall density & gradings of asphalt No. 0

2 000,00

1.7.6 Determination of binder content & gradings of slurry No. 0 2 000,00

1.7.7 Drilling & determination of core thickness and core density, of 100 mm diameter asphalt cores No. 0

500,00

Testing of Concrete

1.7.8 Making, curing and determining the compressive strength of 150 mm concrete cubes No. 0

400,00

1.7.9 Determination of slump of freshly-mixed concrete No. 0 400,00

1.7.10 Drilling & determining compressive strength of 100 mm diameter concrete cores No. 0

400,00

1,8 HEALTH AND SAFETY

1.8.1 Contractor's initial obligation in respect to the Occupational Health

and Safety Act and Construction Regulations, including the preparation of a Health & Safety Plan.

Sum / Assignment 0

10 000,00

1.8.2 Contractor's time-related obligations in respect of complying with the Occupational Health and Safety Act and Construction Regulations. Week 0

3 000,00


1.8.3 Provision of Part-Time Health & Safety Officer. Week 0 3 000,00



C3.5.1.2 Particular or Generic specifications

a) The following SABS 1200 standardised specifications for civil engineering construction are applicable:

i) SABS 1200 A : General ii) SABS 1200 AB : Engineer’s office

b) The provisions of SABS 1200 A and SANS 1200 AB take precedent over the provisions of any part of SANS 2001 that is applicable to the Contract. The variations and additions to these specifications are described in section C3.4.1.2 (applicable SABS 1200 standardised specifications)

C3.5.1.3 Software application for programming

In preparing the Construction Programme, the Contractor can either use Microsoft Excel, or Microsoft Projects.

C3.5.1.4 Methods and procedures

C3.5.1.4.1 Management and disposal of water (Read with SANS 1921 - 1: 2004 clause 4.6)

The Contractor shall pay special attention to the management and disposal of water and stormwater on the site. It is essential that all completed works or parts thereof are kept dry and properly drained. Claims for delay and for repair of damage caused to the works as a result of the Contractor’s failure to properly manage rain and surface water, will not be considered.

C3.5.1.4.2 Testing (Read with SANS 1921 – 1: 2004 clause 4.11)

Process control

The Contractor shall arrange for all tests required for process control to be done by an accredited laboratory acceptable to and approved by the Employer’s Agent.

The Contractor may establish his own laboratory on site or he may employ the services of an independent commercial laboratory. Whatever method is used, the Contractor must submit the results of tests carried out on materials and workmanship when submitting work for acceptance by the Employer’s Agent. The costs for these tests shall be deemed to be included in the relevant rates and no additional payment will be made for testing as required.

Acceptance control

The process control test results submitted by the Contractor for approval of materials and workmanship may be used by the Employer’s Agent for acceptance control. However, before accepting any work, the Employer’s Agent may have further control tests carried out by a laboratory of his choice. The cost of such additional tests will be covered by a provisional sum provided in the schedule of quantities, but tests that failed to confirm compliance with the specifications, will be for the account of the Contractor.

C3.5.1.4.3 "As built" Information

As the work progresses, the Contractor shall keep full records of all amendments to and deviations from the drawings as issued to the Contractor at the start of the contract. The true positions, invert levels and ground levels of all services shall be surveyed after construction and indicated on the drawings, for which purpose the Contractor shall receive a separate complete set of drawings at no cost, from the Employer’s Agent. The Contractor must provide as-built survey information in digital format. In addition, the Contractor shall provide a copy of all quality control test results signed off by the Employer’s Agent as part of the as-built information submission.


The Completion Certificate shall only be issued after the Employer’s Agent has received a properly completed set of "As Built" drawings and signed off test results from the Contractor. This set of information shall be approved and signed by the Contractor’s Contracts Manager. A separate measurement item has been allowed for under Section 1 of the Bill of Quantities to fulfil the requirements of this clause. No additional payment will be entertained as a result of this requirement.

C3.5.1.4.4 Security of Contractor's Site

The provision of security for the Contractor's Site Establishment (including the Employer’s Agent’s facilities) shall be his own responsibility and no claims for additional security measures taken during the currency of the Contract will be considered.

C3.5.1.4.5 Information supplied by Employer

Certain information contained in these Contract Documents, or provided separately, is being offered in good faith. However, in the circumstances pertaining to the type of information supplied, no guarantee can be given that all the information is necessarily correct or representative. More specifically this applies to all material surveys and reports and similar information, the accuracy of which is necessarily subject to the limitation of testing, sampling, the natural variation of material or formations being investigated and the measure of confidence with which conclusions can be drawn from any investigations carried out. It also applies to the positions of existing services as indicated on the Tender Drawings.

C3.5.1.4.6 Finishing and Tidying

In view of the intense concentration of construction activities likely to be experienced during the Contract period, progressive and systematic finishing and tidying will form an essential part of this Contract. On no account must spoil, rubble, materials, equipment or unfinished operations be allowed to accumulate in such a manner as to unnecessarily impede the activities of others, and in the event of this occurring, the Employer shall have the right to withhold payment for as long as may be necessary in respect of the relevant Works in the area(s) concerned without thereby prejudicing the rights of others to institute claims against the Contractor on the ground of unnecessary obstruction.

All finishing and tidying shall be carried out to the best advantage of the project as a whole and in the closest co-operation with other Contractors.

C3.5.1.4.7 Co-operation with other Authorities

In general, services by others will be relocated prior to work commencing or installed after the Contractor has substantially completed the work covered by this Contract. However, should it be deemed by the Employer’s Agent that it would be in the best interest of the Employer that the installation of services by others in any sector should be permitted to proceed, before the Contractor has substantially completed his own work under the Contract, he shall afford all reasonable facilities by way of access and working space to the parties responsible for the installation of these services.

It will be necessary also to install ducts under roads for the accommodation in the future of electrical and telephone service cables. The marking and positive identification of such ducts, in co-operation with the authorities concerned, is to be considered as one of the responsibilities of the Contractor.


C3.5.1.4.8 Quality plans and control

(Read with SANS 1921 – 1: 2004 clause 4.4)

The Contractor will be solely responsible for the production of work that complies with the Specifications to the satisfaction of the Employer’s Agent. To this end it will be the full responsibility of the Contractor to institute an appropriate Quality Assurance (QA) plan on site. This QA Plan must be submitted to the Employer’s Agent for approval in terms of the contract data. The Employer’s Agent will audit the Contractor's quality assurance (QA) Plan on a regular basis to verify that adequate independent checks and tests are being carried out and to ensure that the Contractor's own control is sufficient to identify any possible quality problems which could cause a delay or failure. The Contractor shall ensure that efficient supervisory staff, the required transport, instruments, equipment and tools are available to control the quality of his own workmanship in accordance with his QA Plan. His attention is drawn to the fact that it is not the duty of the Employer’s Agent or the Employer’s Agent’s representative to act as foreman or surveyor.

C3.5.1.5 Environment

C3.5.1.5.1 Management of the environment (Read with SANS 1921 - 1: 2004 clause 4.19)

The Contractor shall pay special attention to the following:

(a) Natural Vegetation

The Contractor shall confine his operation to as small an area of the site as may be practical for the purpose of constructing the works.

Only those trees and shrubs directly affected by the works and such others as the Employer’s Agent may direct in writing shall be cut down and stumped. The natural vegetation, grassing and other plants shall not be disturbed other than in areas where it is essential for the execution of the work or where directed by the Employer’s Agent.

(b) Fires

The Contractor shall comply with the statutory and local fire regulations. He shall also take all necessary precautions to prevent any fires. In the event of fire the Contractor shall take active steps to limit and extinguish the fire and shall accept full responsibility for damages and claims resulting from such fires which may have been caused by him or his employees.

Employees of his subcontractors are able to identify themselves as members of the construction team. In addition to the above, the Contractor’s attention is also drawn to Appendix C – Environmental Management Programme of this Tender Document.

C3.5.1.6 Accommodation of traffic on public roads occupied by the Contractor

Where the Work borders on or join into existing roads and where the works affect the operation and / or safety of road-users, the Contractor shall erect adequate traffic signs that conform to the requirements of the latest edition of the S.A. Road Traffic Signs Manual, maintain and keep them in good order.

The operation of construction vehicles on existing roads shall be limited to traffic with an axle load not exceeding that

allowed by the Road Traffic Ordnance of the authority concerned, or any amendment thereof.

If the Contractor use existing roads for the hauling of materials to or from site, he shall be held responsible to clear

any spillage caused by his activities on or near the roads by whatever means necessary and immediately. No

additional payment will be made for the clearance of spillage and all other relevant costs.


Where work is to be executed close to or within existing properties, the Contactor shall ensure that at all times

pedestrian and vehicle access are provided for property owners. Where crossing of existing accesses are to be done,

the Contractor must liaise with the relevant property owners regarding the time and period when such access will not

be available. However, access shall be made available between 17:00 and 07:00 on weekdays and on Saturdays

and Sundays.

C3.5.1.7 Other Contractors on site

Due to the fact that there are existing services in the area, the following services operated by Government Departments may be required to work within the site during the construction period. These services may affect the Works:

(a) Contractor for the same project (Year 1) (b) Electricity underground cables and / or overhead lines (c) Telephone underground cables and / or overhead lines (d) Water Reticulation (e) Stormwater lines (f) Sewer Lines (g) Road maintenance teams

C3.5.1.8 Testing, completion, commissioning, and correction of defects

In terms of the Contract Data, the Works are to be constructed using the General Conditions of Contract for Construction Works (2015) published by the South African Institution of Civil Engineering (SAICE). In terms of Clause 5.14.2, a Practical Completion Certificate will only be issued once all of the works are practically complete for their intended use. For the purposes of this project, no partial completion will be entertained.

Once Completion has been reached in terms of Clause 5.14.4, the works will be handed over to the Knysna Municipality. A Completion Certificate will only be issued once all of the snags listed in the Practical Completion Certificate (including all As-built Information in terms of C3.5.1.4.3 above).

In terms of the Contract Data, the Defects Liability Period is 12 months from the date of Completion of the Works in terms of Clause 5.14.4. Any defects which may be discovered during the Defects Liability Period or at the end of the Defects Liability Period will be remedied in terms of Clause 7.8 of GCC 2015.

C3.5.1.9 Recording of Weather

Adverse Weather Conditions

The numbers of days per month on which work is expected not to be possible as a result of normal rainfall, for which the Contractor shall make provision, is given in item No. 28 of the Contract Data (C.1.2) of this Tender Document. The method whereby an extension of time due to abnormal rainfall will be determined is as follows:

(1) Abnormal rainfall for each calendar month shall be the total working days in the month under consideration during which the Contractor is unable to proceed with his operations as specified under (2) below, less the number of days (from the Contract Data) representing normal rainfall for the month under consideration

(2) The claim for extension of time shall be the sum of all the positive monthly totals for the Contract Period. Negative monthly totals shall be disregarded. A day shall be considered as lost when the Employer’s Agent agrees that no work was done or was capable of being done on any item shown on the critical path of the updated construction programme. Items which are not shown on the critical path and have been affected by abnormal climatic conditions shall not be considered for extension of time. Annual


holidays, Sundays and the special non-working days as listed in the Contract Data, shall be considered as non-working days.

C3.5.1.10 Format of communications

The Contract shall keep a triplicate Site Instruction Book and separate Site Diary on site. Site Instructions will be issued to the Contract by the Employer’s Agent or his designated representative. The Site Instruction Book is for the sole use of the Employer’s Agent, and the Contractor will not be permitted to communicate via this book. The Contractor will be required to complete the Site Diary for each and every day of the contract, from the commencement date through to the day that the Contractor de-establishes. The Contractor must record the following information in the Site Diary:

Date

Weather conditions

Plant and labour on site

Daily activities

Information required

Frustrations

Requests for inspections

Incidents

Under no circumstances will the Contractor be permitted to communicate directly with the Employer or the public. All correspondence for the contract must be directed through the Employer’s Agent.

C3.5.1.11 Key personnel

The Contractor will be required to submit Curriculum Vitae of all Key personnel for approval by the Employer’s Agent prior to commencing duties on site. Any changes to personnel must be approved by the Employer’s Agent.

In addition, the Contractor must provide the Employer’s Agent with a schedule of plant and labour on site. This schedule must be submitted to the Employer’s Agent at the beginning of each and every Site Meeting.

C3.5.1.12 Management meeting

Monthly Site Meetings will take place during the contract duration. The Contractor must ensure that his Contract Manager attends the Site Meetings. Should the Contracts Manager for the contract be unable to attend, then a nominated representative with equal authority must attend instead. This person must have the necessary authority to make any decision which could be made by the “responsible person”.

The attendance of Site Meetings by Sub-Contractors will only be permitted by special written request by the Contractor, or specifically requested by the Employer’s Agent.

C3.5.1.13 Forms for contract administration

Standard forms for payment certificates and reporting will be issued to the Contractor during the course of the Contract.

C3.5.1.14 Electronic payments

Arrangements for electronic payment of payment certificates will be made between the Contractor and Employer during the Site Handover Meeting.


C3.5.1.15 Daily records

C3.5.1.15.1 Instructions by the Employer’s Agent

Site instructions by the Employer’s Agent, addressed to the Contractor at his works office on site will be numbered consecutively in a triplicate book supplied by the Contractor and will be deemed to have been received by the Contractor's representative unless a break in the sequence of numbers is brought to the notice of the Employer’s Agent in writing immediately.

C3.5.1.15.2 Site Diary

The Contractor must keep a triplicate site diary on site, which must record the daily site activities, plant, site supervision, rainfall, site visitors, etc. This diary must be filled in daily and signed by the Contractor’s Representative. Failure on the Contractor’s part to keep proper records will count heavily against him in assessing any claims, which may occur during the contract period.

C3.5.1.16 Bonds and guarantees

The Performance Guarantee shall be as stated in the Contract Data (C.1.2 & C.1.3). 1 x copy of the guarantee is to be submitted to the Employer’s Agent. Once approved, the Employer’s Agent will then submit the guarantee to the Client for final approval.

C3.5.1.17 Payment certificates

The Contractor will be allowed to submit a payment certificate on a monthly basis in terms of CGG (2015), Clause 6.10.1. Measurements must be agreed with the Employer’s Agent’s Representative by the 20th of each month, and the payment certificate submitted to the Employer’s Agent by the 25th of each month.

C3.5.1.18 Permits

None required.

C3.5.1.19 Proof of compliance with the law

In terms of the Contract Data, the governing law is the law of South Africa. Should it be necessary during the Construction or Defects Liability Period for the Contractor to prove that he is abiding by the applicable law in terms of the Contract Data; the Contractor will be required to submit in writing to the Employer’s Agent such proof.

C3.5.1.20 Insurance provided by the Employer

None, Contractor to provide insurance.

C3.5.1.21 Neatness of the Site

Progressive and systematic finishing and tidying will form part of this contract. Spoil, rubble, materials, equipment

or unfinished operations shall not be allowed to accumulate unnecessarily and in the event of this happening, the

Employers Agent shall have the right to withhold payment for as long as the condition prevails in respect of the

relevant works in the area(s) concerned.

The general neatness and tidiness of the site is of particular concern. The Contractor shall therefore, on a day-to-

day basis, keep the Works in a condition acceptable to the Employers Agent.


C3.5.1.22 Maintenance of Access and Streets

The operation of construction vehicles on existing roads or streets shall be limited to traffic with an axle load not

exceeding that allowed by the Road Traffic Ordinance of the authority concerned, or any amendment thereof.

All access roads used by the Contractor shall be maintained for the duration of the contract and shall be

rehabilitated to their original condition on completion of the contract. The Contractor must note that no additional

payment will be made for construction, maintenance and rehabilitation of any access roads to the site.

C3.5.1.23 Protecting the Site

The Contractor shall be solely responsible for the protection of the Site against all damage to property, services,

terrain, trees etc. If in the normal execution of this Contract, disturbance to the Site of the Works is necessary, the

Contractor shall obtain the prior permission of the Employers Agent. After completion of this work, the Contractor

shall reinstate the area concerned to its original condition at his own cost or as covered under the rates in the Bill

of Quantities. The Employers Agent ruling of what was the original condition of the Site or part thereof shall be

final.

If the Contractor fails to reinstate the Site, the Employer shall do the reinstatement and the Employers Agent shall

establish the extent of the work as well as its costs. The Employers Agent ruling shall be final and payment for the

work will be deducted from the Contractor’s monthly certificate.

The Contractor shall ensure that his actions do not cause any nuisance to the public. Should spillages occur, the

Contractor must adequately disinfect the work site, including the contaminated area.

HEALTH AND SAFETY

C3.5.2 Health and safety requirements and procedures

a) In terms of the provisions of Section 37(2) of the Occupational Health and Safety Amendment Act, 1993 (Act 85 of

1993) hereinafter referred to as the Act, the following arrangements and procedures shall apply between the Contractor and the Employer to ensure compliance by the Contractor with the provisions of the Act:

(i) The Contractor undertakes to acquaint the appropriate officials and employees of the Contractor with all relevant provisions of the Act and the Regulations promulgated in terms of the Act.

(ii) The Contractor undertakes that all relevant duties, obligations and prohibitions imposed in terms of the Act and Regulations on the Contractor will be fully complied with.

(iii) The Contractor accepts sole liability for such due compliance with the relevant duties, obligations and prohibitions imposed by the Act and Regulations and expressly absolves the Employer from himself being obliged to comply with any of the aforesaid duties, obligations and prohibitions, with the exception of such duties, obligations and prohibitions expressly assigned to the Employer in terms of the Act and its associated Regulations.

(iv) The Contractor agrees that any duly authorised officials of the Employer shall be entitled, although not obliged, to take such steps as may be necessary to monitor that the Contractor has conformed to his undertakings as described in paragraphs (i) and (ii) above, which steps may include, but will not be limited to, the right to inspect any appropriate site or premises occupied by the Contractor, or any appropriate records or safety plans held by the Contractor.

(v) The Contractor shall be obliged to report forthwith to the Employer and Employer’s Agent any investigation, complaint or criminal charge which may arise as a consequence of the provisions of the Act and Regulations, pursuant to work performed in terms of this Contract, and shall, on written demand, provide full details in writing, to the Employer and Employer’s Agent, of such investigation, complaint or criminal charge.


(vi) The Contractor shall furthermore, in compliance with Construction Regulations 2014 to the Act acquaint himself with the requirements of the Employer’s health and safety specification as laid down in regulation 4(1) (a) of the Construction Regulation 2014, and prepare a suitably and sufficiently documented health and safety plan as contemplated in regulation 5(1) of the Construction Regulation 2014 for approval by the Employer or his assigned agent. The Contractor's health and safety plan and risk assessment shall be submitted for approval, to the Employer or his agent, within 14 days of the Commencement Date and shall be implemented and maintained from the commencement of the Works.

The Contractor shall at all times be responsible for full compliance with the approved plan as well as with the Construction Regulations and no extension of time will be considered for delays due to non-compliance with the abovementioned plan or regulations.

(vii) The Employer, or his assigned agent, reserves the right to conduct periodic audits, as contemplated in the Construction Regulations 2014, to monitor that the Contractor is compliant in respect of his obligations. Failure by the Contractor to comply with the requirements of these Regulations shall entitle the Employer’s Agent, at the request of the Employer or his agent, to suspend all or any part of the Works, with no recourse whatsoever by the Contractor for any damages incurred as a result of such suspension, until such time that the Employer or his agents are satisfied that the issues in which the Contractor has been in default have been rectified.

(viii) The proposed type of work, materials to be used and potential hazards likely to be encountered on this Contract are detailed in the C3.3 : Construction, the Bill of Quantities, the Drawings, and in the Employers' health and safety specification (regulation 4(1) of the Construction Regulations 2014), which is attached as Appendix B.

Payment items are included in the Bill of Quantities to cover the Contractor's cost for compliance with the OHS Act and the abovementioned regulations.

C3.5.2.1 Protection of the public

The Contractor shall at all times ensure that his operations do not endanger any member of the public.

As the area is adjacent to a residential area the Contractor shall take special precautions to prevent public access to any danger areas on the Works, e.g. by temporary barricades and/or fencing. The Contractor shall maintain barricades and/or fencing for the duration of the Contract.

C3.5.2.2 Traffic control on roads

Where the work borders on or join into existing roads and where the works affect the operation and / or safety of road-users, the Contractor shall erect adequate traffic signs that conform to the requirements of the latest edition of the S.A. Road Traffic Signs Manual, maintain and keep them in good order.

The Contractor shall take the necessary care at all times in all his operations and use of his equipment to protect the public and to facilitate the movement of traffic – Clause 5.1.1.1 SABS 1200 DA has reference.

The Contractor will be required to submit to the Employer’s Agent for approval a layout plan indicating traffic accommodation for the works for each set up. Approval of each set up by the Employer’s Agent will not in any way preclude the Contractor from his responsibilities regarding traffic accommodation. The Contractor must employ a full time traffic and safety officer for the duration of the contract. The officer will be responsible for all safety and traffic accommodation related matters.


SMALL PLANT/EQUIPMENT OWNERSHIP DECLARATION FORM

Note: Fill this Form for each chosen Works Category

Name of Company

Director

Municipal Area

Ward

ASSET 1

Asset Type: ……………………………

Year of Purchase: …………………………...

Current Condition: ……………………………

I, ……………………………declare that the above asset is

owned by…………………………

Signature…………………………….Date…………………..

ASSET 3

Asset Type: …...………………………….

Year of Purchase: ……………………………….

Current Condition: ……………………………….


owned by…………………………

Signature…………………………….Date…………………..

ASSET 3

Asset Type: ………………………………

Year of Purchase: ……………………………...

Current Condition: ……………………………...


owned by…………………………….

Signature…………………………….Date…………………..

ASSET 4

Asset Type: ……………………………

Year of Purchase: …………………………….

Current Condition: ……………………………


owned by………………………………..

Signature…………………………….Date…………………..

Commissioner of Oath

Note: Failure to complete this form in the presence of Commissioner of Oath will lead to loss of points for the relevant section.


SCHEDULE 15: LETTER OF GOOD STANDING FROM HIRE COMPANY We ………………………………………………………………………………………………………………………. hereby confirm that the following contractor has in the past done business with our company and have conducted itself as follows: Name of contractor:……………………………………………………………………………………………………………….

Plant hired Returned on time (y/n)

Returned in good condition (y/n)

Payments made on time (y/n)

Other comments

We hereby confirm that we will hire the required plant to this contractor (y/n) ………………………………………………………………………… ………………………………………. Signed by the manager Date

Company stamp