bill no. 1 preliminaries - mca · pdf filebill no. 1 preliminaries ... (fidic), first edition...

RFP2013-46BOQTENDER DOCUMENT

Item Quantity Rate AmountNo

BILL NO. 1

PRELIMINARIES

NOTES:

i ) The Conditions of Contract for Construction forBuilding and Engineering WorksDesigned by the Employer as issued by theFederation Internationale desIngenieurs-Conseils (FIDIC), First Edition 1999,shall be the applicable contract for theexecution of the Works.

ii) The Model Preliminaries as recommended andpublished by the Association of South African QuantitySurveyors, 1988 edition shall be deemed to beincorporated herein.All references to the "Architect" in The ModelPreliminaries, shall be deemed to be the "Engineer" forthe purposes of this contract.

In addition, the items in these Bills of Quantities aredeemed to be read and priced in conjunction with andthe descriptions regarded as amplified by theModel Preambles for Trades, as recommended andpublished by the Association of South AfricanQuantity Surveyors (2008 Edition).

Supplementary Preambles as well as Project Specifications attached to this Tender document,amending/supplementing standard clauses in theModel Preambles for Trades with regard to items of ageneral nature and/or specific materials and/ormodes of procedure are incorporated in these Bills ofQuantities to fulfill the requirements of these buildingworks.

No claim arising from brevity of description of itemsfully described in the said Model Preambles forTrades and/or Supplementary Preambles and/orProject.

Carried to Collection N $ Section No. 1Bill No. 1PRELIMINARIESMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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iii) Tenderers are referred to the abovementioneddocuments for the full intent and meaning of eachclause thereof (hereinafter referred to by heading andclause number only) for which such allowance must bemade as may be considered necessary.

All references in the above mentioned documents andthis Preliminaries Bill to "Architect"/"Principal Agent"are deemed to be references to "The Engineer"

iv) Where standard clauses or alternatives are notapplicable to this contract such modifications,corrections or supplements as will apply are givenunder each relevant clause heading.

v) Where N/A appears opposite any clause, such clauseas detailed in the standard documents referred to isNOT APPLICABLE to this contract.

The following documents will form the basis of theTender and Contract:-

1. The Conditions of Contract for Construction for Building andEngineering Works Designed by the Employer as issued by theFederation Internationale des Ingenieurs-Conseils (FIDIC),First Edition 1999,

2. Form of Tender

3. Project drawings

4. Bills of Quantities (fully priced out)

5. Model Preliminaries (1988 Edition)

6. Model Preambles for Trades (2008 Edition) withsupplementary Project Specifications (where applicable)

The Contractor is advised to examine the above documentsand make himself thoroughly acquainted with the nature andrequirements of the work, as no claim for extra payment inthis connection will afterwards be entertained. Should any partsof the documents or drawings not be clearly intelligible to theContractor, he must, before submitting his tenderobtain clarification from the Engineer.


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SECTION A : CONDITIONS OF CONTRACT FORCONSTRUCTION FOR BUILDING AND ENGINEERINGWORKS

A.1 - GENERAL PROVISIONS

1 Clause 1.1: Definitions Item

2 Clause 1.2: Interpretation Item

3 Clause 1.3: Communications Item

4 Clause 1.4: Law and Language Item

The language to be used in all matters pertaining to thiscontract shall be in English. The law of the Republic of Namibiashall be applicable to this contract.

5 Clause 1.5: Priority of Documents Item

6 Clause 1.6: Contract Agreement Item

7 Clause 1.7: Assignment Item

8 Clause 1.8: Care and Supply of Documents Item

9 Clause 1.9: Delayed Drawings or Instructions Item

10 Clause 1.10: Employer's Use of Contractor's Documents Item

11 Clause 1.11: Contractor's Use of Employer's Documents Item

12 Clause 1.12: Confidential Details Item

13 Clause 1.13: Compliance with Laws Item

i) Contractor to comply with the Namibia EnvironmentalManagement Act No.7 of year 2007 as well as theEnvironmental Assessment Policy of year 1995 byimplementing the Environmental Management Plans (EMP)documented separately as part of this contract.

ii) Contractor to comply with the Namibia Public Health andSafety Management Policy under Act No. 11 of year 2007 byimplementing the Public Health and Safety Awareness Plan(PHSAP) documented separately as part of this contract.


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14 Clause 1.14: Joint and Several Liability Item

A.2 - THE EMPLOYER

15 Clause 2.1: Right of Access to the Site Item

16 Clause 2.2: Permits, Licences of Approvals Item

17 Clause 2.3: Employer's Personnel Item

18 Clause 2.4: Employer's Financial Arrangement Item

A.3 - THE ENGINEER

The Engineer shall be deemed for the purposes of this contract,to be the Principal Agent, Architect or any other personappointed by the Employer to fulfill such duties.

19 Clause 3.1: Engineer's Duties and Authority Item

20 Clause 3.2: Delegation by the Engineer Item

21 Clause 3.3: Instructions of the Engineer Item

22 Clause 3.4: Determinations Item

A.4 - THE CONTRACTOR

23 Clause 4.1 - Contractor's General Obligations Item

24 Clause 4.2 - Performance Security Item

25 Clause 4.3 - Contractor's Security Item

26 Clause 4.4 - Sub-Contractors Item

27 Clause 4.5 - Assignment of Benefit of Sub-contract Item

28 Clause 4.6 - Co-operation Item

29 Clause 4.7 - Setting out Item

30 Clause 4.8 - Safety Procedures Item

31 Clause 4.9 - Quality Assurance Item

32 Clause 4.10 - Site Data Item


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33 Clause 4.11 - Sufficiency of accepted Contract Amount Item

34 Clause 4.12 - Unforeseeable Physical Conditions Item

35 Clause 4.13 - Right of Way and Facilities Item

36 Clause 4.14 - Avoidance of Interference Item

37 Clause 4.15 - Access Route Item

38 Clause 4.16 - Transport of Goods Item

39 Clause 4.17 - Contractor's Equipment Item

40 Clause 4.18 - Protection of the Environment Item

41 Clause 4.19 - Electricity, Water and Gas Item

42 Clause 4.20 - Employer's Equipment and Free-issue Material Item

43 Clause 4.21 - Progress Reports Item

44 Clause 4.22 - Security of the Site Item

45 Clause 4.23 - Contractor's Operations on Site Item

46 Clause 4.24 - Fossils Item

A.5 - NOMINATED SUB-CONTRACTORS

47 Clause 5.1 - Definition of "Nominated Sub-Contractor" Item

48 Clause 5.2 - Objection to Nomination Item

49 Clause 5.3 - Payments to Nominated Sub-Contractors Item

50 Clause 5.4 - Evidence of Payments Item

A.6 - STAFF AND LABOUR

51 Clause 6.1 - Engagement of Staff and Labour Item

52 Clause 6.2 - Rates of Wages and Conditions of Labour Item

53 Clause 6.3 - Persons in the Service of the Employer Item

54 Clause 6.5 - Working Hours Item


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55 Clause 6.6 - Facilities for Staff and Labour Item

56 Clause 6.7 - Health and Safety Item

57 Clause 6.8 - Contractor's Superintendence Item

58 Clause 6.9 - Contractor's Personnel Item

59 Clause 6.10 - Records of Contractor's Personnel andEquipment Item

60 Clause 6.11 - Disorderly Conduct Item

A.7 - PLANT, MATERIALS AND WORKMANSHIP

61 Clause 7.1 - Manner of Execution Item

62 Clause 7.2 - Samples Item

63 Clause 7.3 - Inspection Item

64 Clause 7.4 - Testing Item

65 Clause 7.5 - Rejection Item

66 Clause 7.6 - Remedial work Item

67 Clause 7.7 - Ownership of Plant and Material Item

68 Clause 7.8 - Royalties Item

69 A.8 - COMMENCEMENT, DELAYS AND SUSPENSION Item

70 Clause 8.1 - Commencement of Works Item

71 Clause 8.2 - Time for Completion Item

72 Clause 8.3 - Programme Item

73 Clause 8.4 - Extension of Time for Completion Item

74 Clause 8.5 - Delays caused by Authorities Item

75 Clause 8.6 - Rate of Progress Item

76 Clause 8.7 - Delay Damages Item


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77 Clause 8.8 - Suspension of Work Item

78 Clause 8.9 - Consequences of Suspension Item

79 Clause 8.10 - Payment for Plant and Materials in Event ofSuspension Item

80 Clause 8.11 - Prolonged Suspension Item

81 Clause 8.12 - Resumption of Work Item

82 A.9 - TESTS ON COMPLETION Item

83 Clause 9.1 - Contractor's Obligation Item

84 Clause 9.2 - Delayed Tests Item

85 Clause 9.3 - Retesting Item

86 Clause 9.4 - Failure to pass Tests on Completion Item

87 A.10 - EMPLOYER'S TAKING OVER Item

88 Clause 10.1 - Taking over of the Works and Sections Item

89 Clause 10.2 - Taking over of parts of the works Item

90 Clause 10.3 - Interference with Tests on Completion Item

91 Clause 10.4 - Surfaces requiring Reinstatement Item

92 A.11 - DEFECTS LIABILITY Item

93 Clause 11.1 - Completion of Outstanding work and RemedyingDefects Item

94 Clause 11.2 - Cost of Remedying Defects Item

95 Clause 11.3 - Extension of Defects Notification Period Item

96 Clause 11.4 - Failure to Remedy Defects Item

97 Clause 11.5 - Removal of Defective Work Item

98 Clause 11.6 - Further Tests Item

99 Clause 11.7 - Right of Access Item


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100 Clause 11.8 - Contractor to Search Item

101 Clause 11.9 - Performance Certificate Item

102 Clause 11.10 - Unfulfilled Obligations Item

103 Clause 11.11 - Clearance of Site Item

A.12 - MEASUREMENT AND EVALUATION LIABILITY

104 Clause 12.1 - Works to be measured Item

105 Clause 12.2 - Method of Measurement Item

106 Clause 12.3 - Evaluation Item

107 Clause 12.4 - Omissions Item

108 A.13 - VARIATIONS AND ADJUSTMENTS Item

109 Clause 13.1 - Right to vary Item

110 Clause 13.2 - Value Engineering Item

111 Clause 13.3 - Variation Procedure Item

112 Clause 13.4 - Payment in Applicable Currencies Item

113 Clause 13.5 - Provisional Sums Item

114 Clause 13.6 - Daywork Item

115 Clause 13.7 - Adjustments for Changes in Legislation Item

116 Clause 13.8 - Adjustments for Changes in Cost Item

117 A.14 - CONTRACT PRICE AND PAYMENTS Item

118 Clause 14.1 - The Contract Price Item

119 Clause 14.2 - Advance Payment Item

120 Clause 14.3 - Application for interim Payment Certificates Item

121 Clause 14.4 - Schedule of Payments Item

122 Clause 14.5 - Plant and materials intended for the works Item


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123 Clause 14.6 - Issue of interim Payment Certificates Item

124 Clause 14.7 - Payment Item

125 Clause 14.8 - Delayed Payment Item

126 Clause 14.9 - Payment of Retention Money Item

127 Clause 14.10 - Statement at Completion Item

128 Clause 14.11 - Application for Final Payment Certificate Item

129 Clause 14.12 - Discharge Item

130 Clause 14.13 - Issue of Final Payment Certificate Item

131 Clause 14.14 - Cessation of Employer's liability Item

132 Clause 14.15 - Currencies of Payment Item

133 A.15 - TERMINATION BY EMPLOYER Item

134 Clause 15.1 - Notice to Correct Item

135 Clause 15.2 - Termination by Employer Item

136 Clause 15.3 - Valuation at Date of Termination Item

137 Clause 15.4 - Payment after Termination Item

138 Clause 15.5 - Employer's Entitlement to Termination Item

139 A.16 - SUSPENSION AND TERMINATION BYCONTRACTOR Item

140 Clause 16.1 - Contractor's Entitlement to suspend Work Item

141 Clause 16.2 - Termination by Contractor Item

142 Clause 16.3 - Cessation of Work and removal of Contractor'sEquipment Item

143 Clause 16.4 - Payment and Termination Item

144 A.17 - RISK AND RESPONSIBILITY Item

Clause 17.1 - Indemnities Item


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145 Clause 17.2 - Contractor's Care of the Works Item

146 Clause 17.3 - Employer's Risks Item

Clause 17.4 - Consequences of Employer's risks Item

Clause 17.5 - Intellectual and Industrial Property Rights Item

147 Clause 17.6 - Limitation of Liability Item

A.18 - INSURANCE

148 Clause 18.1 - General Requirements for Insurance Item

149 Clause 18.2 - Insurance for Works and Contractor's Equipment Item

150 Clause 18.3 - Insurance against Injury to Persons and Damageto Property Item

151 Clause 18.4 - Insurance for Contrcator's Personnel Item

A.19 - FORCE MAJEURE

152 Clause 19.1 - Definition of Force Majeure Item

153 Clause 19.2 - Notice of Force Majeure Item

154 Clause 19.3 - Duty to minimise delay Item

155 Clause 19.4 - Consequences of Force Majeure Item

156 Clause 19.5 - Force Majeure affecting Sub-Contractor Item

157 Clause 19.6 - Optimal termination, payment and release Item

158 Clause 19.7 - Release from performance under the law Item

A.20 - CLAIMS, DISPUTES AND ARBITRATION

159 Clause 20.1 - Contractor's Claim Item

160 Clause 20.2 - Appointment of the Dispute Adjudication Board Item

161 Clause 20.3 - Failure to agree to Dispute Adjudication Board Item

162 Clause 20.4 - Obtaining Dispute Adjudication Board's decision Item


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163 Clause 20.5 - Amicable settlement Item

164 Clause 20.6 - Arbitration Item

165 Clause 20.7 - Failure to comply to Dispute Adjudication Board'sdecision Item

166 Clause 20.8 - Expiry of Dispute Adjudication Board'sappointment Item

SECTION B : MODEL PRELIMINARIES

Bl: Supplementary documentation

167 B1.1: Bills of Quantities

These Bills of Quantities have been prepared in accordancewith the sixth edition (revised) of the Standard System ofmeasuring Building Work including all amendments andaddendum thereto as issued by the Association of SouthAfrican Quantity Surveyors.

Any remeasurement of work required during the contract will besimilarly remeasured in accordance with the above system ofmeasurement.

In addition, the items in these Bills of Quantities are deemed tobe read and priced in conjunction with and the descriptionsregarded as amplified by the Model Preambles for Trades asrecommended and published by the Association of SouthAfrican Quantity Surveyors (2008 Edition) and no claim arisingfrom brevity of description of items fully described in the saidModel Preambles for Trades will be entertained. Item

168 B1.2: Provisional bills of quantities N/A

169 B1.3: Availability of construction documentation for contractsbased on bills of quantities Item


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170 B1.4: Name of Architect, Quantity Surveyor and otherconsultants:

ENGINEER/PRINCIPAL AGENT

Mott MacDonald South Africa (Pty) LtdMott MacDonald House359 Rivonia Boulevard,Rivonia 2128,South AfricaTelephone No. : +27 (0) 31 566 4368Facsimile No. : +27 (0) 86 573 3708

ELECTRICAL AND MECHANICAL ENGINEERS


CIVIL AND STRUCTURAL ENGINEERS


in association with:

ARCHITECT

Hugo Scheepers ArchitectsP O Box 90201WindhoekTelephone No. : (061) 221 725Facsimile No. : (061) 221 799

QUANTITY SURVEYORS

Richard Frankle & PartnersP O Box 40296AUSSPANPLATZWINDHOEK


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Telephone No. : (061) 223 991Facsimile No. : (061) 221 130 Item

171 B1.5: Lodging and scrutiny of priced bills of quantities Item

The attention of the Tenderer is directed to the fact that hisoriginal priced Bills of Quantities used for tenderingpurposes must be completed in black ink and must besubmitted together with the Form of Tender.

The use of correcting fluid and failure to initial every pagemay result in the disqualification of the Tender.

172 B1.6: Meaning of words Item

173 B1.7: Performance guarantee by the Contractor Item

The full security for the due fulfilment of all obligations underthis contract is to remain in force after the 60 (sixty) days a f t e rthe issue of the Practical Completion certificate.

No guarantee containing any clause which allows the financialinstitution providing such guarantee to withdraw from theirundertaking before 60 (SIXTY) calender days after the dateof issue of the Practical Completion Certificate by the PrincipalAgent nor any guarantee stipulating an expiry date, will beacceptable by the Employer.

Notwithstanding the above, the guarantee will only bereturned to the contractor after receipt of satisfactoryproof that the contractor has met all his obligations underany and all selected and nominated sub-contractagreements applicable to this contract.

174 B1.8: Payment guarantee by Employer N/A

175 B1.9: Waiver of contractor's lien Item

176 B1.10: Signing powers Item

177 B1.11: Tenders Item


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Notwithstanding anything contained in this clause tendersshall be valid for a period of ninety days (90) from theclosing date of tenders.

The Employer reserves the right to correct any arithmetical orother errors in the extension of the rates and totals in the tenderand / or to adjust any rates that are considered by him to beimbalanced and unacceptable. Such adjustments will be donewithout affecting the Tender Sum.

Tenders shall complete all the information requested on theForm of Tender and provide copies of all supportingdocumentation requested on the Form of Tender and clauseB1.5.

Tenders shall be submitted on all official forms and shall NOTbe qualified by the Tenderer's own conditions of tender.In the event of discrepancies in the prices quoted in the Form ofTender, in words and those quoted in figures, the words shallcontrol.

Tenderers are referred to the Form of Tender for the closingdate of the Tender.

Failure to comply with these requirements will disqualifythe Tender.

178 B1.12: Inspection of documents Item


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The first two sentences are amended to read as follows:

The project drawings illustrating the scope of the Works andany other supplementary documentation (including TheConditions of Contract for Construction for Building andEngineering Works Designed by the Employer as issued by theFederation Internationale des Ingenieurs-Conseils (FIDIC), FirstEdition 1999, Model Preliminaries and Model Preamblesfor Trades) can be inspected at the offices of theEngineer/Quantity Surveyor during office hours.

Notwithstanding any information supplied on the drawings or inthese Bills of Quantities, the Tenderer, as a pre-requisite ofsubmitting a tender, is instructed to inspect the site and toexamine the drawings, contract documents, etc and to makehimself thoroughly acquainted with the nature and requirementsof the Works/contract before the submission of his tender,as no claim whatsoever will be entertained through theTenderer having failed to do so.

B2 THE SITE

179 B2.1: Site and site boundaries Item

The site of the Works is situated on erf 4828 Swakopmund inthe Erongo Region

Scope of works:

Administration Building (44m²), COSDEF Shop (143m²),Production and Training (703m²), Kambashu Shops (182m²),Restraunt and Play Area (188m²), Conference (146m²),Ablution Blocks (44m²), Amphitheatre and Stage (350m²),external works, boundary walls and site services, etc.

180 B2.2: Area of the works Item

The area of the works to be occupied by the contractor, anyrestriction to the area and the limit of access or exit will bepointed out to the contractor by the architect on handing over ofthe site.

Storage space for materials and site management offices shallbe located by the Engineer.

181 B2.3: Boundary beacons, setting out pegs and masterdatum Item


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The Contractor shall notify the Engineer if any encroachmentsof adjoining foundations, buildings, structures, pavements, etcexist so that the necessary arrangements can be made for therectification of such encroachments.

182 B2.4: Site soil investigation Item

183 No site soil investigation report is available and the Tenderer isadvised, before the submission of his tender, to inspect the siteto ascertain the exact nature of the ground as noextra will be granted due to the Tenderer having failed tocomply with the above instruction. Item

184 B2.5: Viewing of the site Item

185 The Tenderer is strongly advised to inspect the site and makehimself thoroughly acquainted with the nature and extent of theworks, the site conditions pertaining to power and watersupply, transport facilities, condition of adjacent existingbuildings and also access to the site, limitations and availabilityof working space, etc before submitting his tender as no extrasarising out of his failure to do so will be entertained. Item

186 Clause B2.6: Existing premises occupied Item

187 B2.7: Dimensional accuracy of work executed under theprevious contract Item

188 Clause B2.8: Patent defects of work executed under theprevious contract Item

189 B2.9: Existing known services Item

Existing services and points of connection are shown on thesite plan or will be pointed out on the site by the Engineer.

190 B2.10: Unknown services Item


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191 B2.11: Protection of trees, etc.

Natural vegetation on the project site is to be preserved as faras possible and no trees will be removed or branches cut offwithout prior written consent of the Principal Agent.

All existing trees that are not to be removed must be clearlymarked with hazard waring tape and adequately protected fromdamage. Such protection and tape is to remain in position untilthe completion of the contract or any extension thereof. Item

192 B2.12: Articles of value Item

193 B2.13: Inspection of nearby properties etc Item

B3 - MANAGEMENT OF CONTRACT

194 B3.1: Management of works Item

195 B3.2: Programming of the works Item

The contract shall be programmed by the contractor inaccordance with alternative A.

The programme is to be of a format to the approval of theEngineer.

196 B3.3: Progress meetings

Progress meetings will be held on the project site once everymonth and shall be attended by the Contractor, his siterepresentative, his selected sub-contractors, Consultants andrepresentatives of the User Ministry and the Employer.

Should any of the Consultants and/or representatives of theEmployer have to make separate trips to the project site for anyreason, which is in the opinion of the Engineer due to the faultof the Contractor, the cost of such trips will be at theContractor's expense. Item


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197 B3.4: Technical meetings

Technical meetings will be held on the project site once everytwo weeks and shall be attended by the Contractor, his siterepresentative, his selected sub-contractors, Consultants andrepresentatives of the User Ministry and the Employer.

Should any of the Consultants and/or representatives of theEmployer have to make separate trips to the project site for anyreason, which is in the opinion of the Principle Agent due to thefault of the Contractor, the cost of such trips will be at theContractor's expense. Item

B4 - MATERIALS AND WORKMANSHIP

198 B4.1: Samples of materials Item

199 B4.2: Samples of workmanship and mockups Item

200 B4.3: Ordering of materials

The Contractor will be solely responsible for any delay in thedelivery of materials required for the execution and completionof the Works. Item

B5 - TEMPORARY WORKS AND PLANT

201 B5.1: Deposits and fees Item

202 B5.2: Enclosure of works Item

203 B5.3: Pavement crossings and parking meters Item

204 B5.4: Advertising Item

205 B5.5: Plant and equipment

Add the following clause:

Materials stored on site for use as formwork and shuttering willbe deemed to be plant and equipment and will not be valued inmonthly progress certificates as "unfixed materials on site" Item

206 B5.6: Special scaffolding Item


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No special scaffolding is measured, as these Bills of Quantitiesare based on the Standard System for Measuring BuildingWork (6th Edition).

All scaffolding required for this contract for the use of theworkmen (including all domestic and selected sub-contractors)shall be provided by the Main Contractor.

207 B5.7: Contractor's offices and sheds Item

Under NO circumstances may any of the buildings at any stagebe used for temporary accommodation for workers, contractor'soffices or the storage of materials.

208 B5.8: Offices Item

209 B5.9: Office of the clerk of works Item

210 B5.10: Main noticeboard

One main noticeboard per project site, complying with therequirements of the Namibia Institute of Architects anddescribed in English, shall be provided.

The lettering shall be to the Engineer's approval and shallinclude the crests of the relevant professional institutes andassociations. Item

211 B5.11: Sub-contractors' noticeboard Item

B6 - TEMPORARY SERVICES

212 B6.1: Water Item

The contractor shall provide water for the works in accordancewith alternative A.

Contractors must note that the Employer does not accept anyresponsibility for any additional cost that the Contractor mayincur due to failure or inadequacy of any supply alreadyavailable on the site.

213 B6.2: Electricity and lighting Item


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The contractor shall provide electricity for the works inaccordance with alternative A.

Contractors must note that the Employer does not accept anyresponsibility for any additional cost that the Contractor mayincur due to failure or inadequacy of any supply alreadyavailable on the site.

214 B6.3: Telephones

The Contractor shall install a facsimile machine in the site officein addition to a telephone.

Should the Main Contractor be unable to procure a temporarytelephone line from Telecom Namibia for the site office, heshall, in areas where cellular telephone coverage exists,ensure the foreman has a cellular telephone in his possessionfor use on the site. Item

215 B6.4: Toilets Item

The contractor shall provide toilets in accordance withalternative A.

B7 - PRIME COST AND PROVISIONAL SUMS

216 B7.1: Cash discount Item

All prime cost items and provisional sums are nett and do notinclude a cash discount, nor will the Contractor be allowed orentitled to a cash discount.

An items for profit for work executed by specialistsub-contractors is included after each Provisional Sum forpercentage mark-up pricing by the Contractor (if so desired).

Any such percentage mark-up priced by the Contractor onProvisional sums in this contract, will be used as a basis todetermine the final amount for profit to be paid to the Contractorin direct proportion to the final cost of the relevant selectedsub-contracts.

217 B7.2: Taking delivery and fixing of prime cost items Item


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218 B7.3: Nominated or selected sub-contract documents

These sub-contracts shall not be nominated but SelectedSub-Contracts and shall be executed using the FidicSub-Contract Agreement as issued by the FederationInternationale des Ingenieurs-Conseils (FIDIC), TestEdition 2009

These documents shall be supplied by the Main Contractor athis own cost. A copy of each signed selected sub-contractdocument shall be delivered to the Engineer. Item

219 B7.4: Attendance on nominated or selectedsub-contractors

Items for special attendance upon selected sub-contractorshave been measured after each Provisional Sum for pricing bythe Main Contractor (if desired).

Amounts priced for attendance shall remain fixed unless, in theopinion of the Principal Agent, the scope of the sub-contracthas been changed substantially. Item

220 B7.5: Fuel, power and water for commissioning of mechanicaland other specialised installations Item

B8 - FINANCIAL ASPECTS

221 B8.1: Sales taxes Item

Delete the whole of this clause and replace with the following:

Provision is made in the seperate Bid invitation for inclusion ofValue Added Tax (VAT)

222 B8.2: Contract Price Adjustment Provisions N/A

No adjustment in this regard will be made.

223 B8.3: Payment of preliminaries Item

Payment of preliminaries will be calculated from the priceditems within the preliminaries in accordance with alternative B.

224 B8.4: Adjustment of preliminaries Item


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The adjustment of preliminaries will be on the basis of fixedprice, value related and time related items in accordance withmethod 2.

The successful Tenderer, shall submit together with his pricedBills of Quantities written confirmation of a breakdown of eachitem priced in the Preliminaries bill in accordance to thefollowing three categories:

a) Fixed (N$)b) Value Related (N$)c) Time Related (N$)

Failing which Method "1" shall be applicable.The final adjustment of the Preliminaries, for any reasonwhatsoever, shall be done at the end of the contract period.

In addition to the exclusions mentioned in the third paragraph ofthis clause it shall be deemed that "day works" be added as afourth exclusion.

225 B8.5: Certificate payment projection Item

226 B8.6: Day works Item

Payment of any work on the basis of day works will only bemade, provided that written authorization is obtained from thePrincipal Agent prior commencing with daywork.

Notwithstanding anything contained in this clause, the signatureof the Principal Agent shall not indicate acceptance of quantum,value or method of valuation of the work executed thereunder.The quantum of these day works and the method of valuationwill be decided by the Quantity Surveyor.

227 B8.7: Information supplied by contractor

Should the Main Contractor or any of his domestic or selectedsub-contractors execute any of the work which, in his opinion,constitutes a variation to the contract and is not covered inthe Bills of Quantities, and hence results in a loss or expensethe the Contractor. The onus rests on the Contractor to informthe Quantity Surveyor in writing within one calender monthfrom the date on which the work was executed, failing which theexecuted work shall be deemed to be at the Contractor's ownexpense. Item


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B9 - GENERAL

228 B9.1: Protection Item

229 B9.2: Protection of existing and/or partially occupied works Item

230 B9.3: Safety

Delete clause and replace with the following clause:

"The Contractor shall adhere to all necessary requirementsregarding Machinery and Occupational Safety, as stipulated inthe Labour Act No. 6 of 1992, gazetted in GovernmentGazette No. 1617 as at 1st of August 1997." Item

231 B9.4: Site security Item

232 B9.5: Notice before covering work Item

233 B9.6: Disturbance Item

234 B9.7: Clearing and cleaning Item

235 B9.8: Vermin Item

236 B9.9: Overhand work Item

237 B9.10: Jobbing Item

SECTION C : SPECIFIC PRELIMINARIES

238 Clause C1.1: Workmen's Compensation Insurance

The Contractor and Selected Sub-Contractors shall insureworkmen in terms of the Workmen's Compensation Act of 1941and shall deposit immediately with the Engineer Principal Agentwritten confirmation of evidence of registration under theWorkmen's Compensation Act when signing the Contract.

Persons not falling under the above-mentioned Act must beinsured under Accident Insurance to the satisfaction of thePrincipal Agent. Item


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239 Clause C1.2: Non cession of monies

The Contractor shall not cede or assign his rights or claims toany monies due or to become due under this contract, as nocession or assignment will be recognised by the Employer. Item

240 Clause C1.3: Site instructions

Site instructions issued by any of the Consultants on site are tobe recorded in triplicate in a site instruction book which is to bemaintained on site by the Contractor.

It shall be the Main Contractor's responsibility to ensure thatany verbal instructions given on the site are recorded in the siteinstruction book and signed by the Engineer. Item

241 Clause C1.4: Employment of Namibian People

No employee of the Contractor originating from any othercountry shall enter Namibian territory without a work permit anda residence permit, obtainable from the Ministry of HomeAffairs.

It is an explicit condition of this Contract that no unskilled orsemi-skilled labour may be employed on the works unless he orshe is a Namibian citizen.

It is a further condition that a minimum of 30% skilled labouremployed on the works, shall be Namibian citizens.

Where a Tenderer's labour component consists of more than30% or up to 100% Namibian citizens, the requirementstipulated below still applies.

''The Tenderer is encouraged to employ Namibian citizensfor skilled and semi-skilled artisans and employ unskilledlabour from the areas of intervention.''

"All Namibian skilled artisan and unskilled employees areto be registered in accordance with the Social Security Actof 1994 (Act no 34 of 1994) and the Tenderer must submitCertificates of good standing from the Social SecurityCommission, which are obtainable from the Commission'soffices. Item


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242 Clause C1.5: As built drawings (structural concrete)

The position of construction joints and the extent of individualconcrete pours are to be recorded by the Contractor on theStructural Engineer's drawings and are to be submitted to thePrincipal Agent and the Structural Engineer for their records. Item

243 Clause C1.6: As built drawings (plumbing and drainage)

The Contractor is to allow for one set of Plumbing and drainagedrawings "marked up" by the sub-contractor to indicate forinternal and external installations as executed on the projectsite to facilitate the preparation of the "as built" drawings to beand submitted by the Engineer to the user Ministry. Item

244 Clause C1.7: Specific Products

The Contactor is advised that his rates must be based onspecific products or items as described in these Bills ofQuantities. He may only deviate from the designated product oritem to another product or item after written consent hasbeen obtained from the Engineer, and only after theContract has been awarded to the successful Tenderer.Where applicable, the cost of such substitution with anotherproduct or itemsshall be adjusted by the Quantity Surveyor in the final accountfor this project.

The Contractor shall take delivery of, handle, store, use, applyand /or fix all proprietary branded products or items in strictaccordance with the manufacturer's instructions after theconsultation with the manufacturer's authorised representative.Where no specific product or item is specified, but a product oritems is referred to as "approved", the Contractor shall obtainwritten approval from the Principal Agent or the product or item,he intends to use in the Works, prior to ordering suchproducts/item or using such products/items in the Works. Item

245 Clause C1.8: Proprietary branded products

The Contractor shall take delivery of, handle, store, use, applyand/or fix all proprietary branded products in strict accordancewith the manufacturers' instructions after consultationwith the manufacturer's authorised representative. Item


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246 Clause C1.9: Labour record

At the end of each week the Contractor shall provide thePrincipal Agent with a written record, in schedule form,reflecting the number, description and citizenship of tradesmenand labourers employed by him and all Sub-Contractors on theworks each day. Item

247 Clause C1.10: Plant record

At the end of each week the Contractor shall provide thePrincipal Agent with a written record, in schedule form,reflecting the number, type and capacity of all plant, excludinghand tools, currently used on the works. Item

248 Clause C1.11: Guarantees

Where guarantees are called for, the Contractor shall obtain awritten guarantee, addressed to the Employer, from the firmsupplying the materials and /or doing the work and shalldeliver same to the Principal Agent upon the certified finalcompletion of the contract.

The guarantee shall state that the materials, workmanship andinstallation are guaranteed for a specified period from the dateof certified final completion of the contract and that any defectsthat may arise during the specified period shall be made goodat the expense of the firm supplying the materials and doing thework, upon written notice of the Principal Agent to do so. Item

249 Clause C1.12: Registration of Firm as a Company and aNamibian Tax Payer

The Tenderer must provide proof that he is registered as aNamibian Tax Payer. A copy of form 6-0/0020 or an originaldocument of correspondence with the Ministry of Financeproving registration as a Namibian Tax Payer must beattached.

The Tenderer must provide a copy of the firm's registrationform, (Ministry of Trade and Industry) containing names ofresponsible person(s) listed at registration. Item


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250 Clause C1.13: Open Fires

No open fires will be permitted, except in such places as areapproved by the Engineer. Any workmen lighting fires inunauthorised places are to be immediately dismissed. Item

251 Clause C1.14: Alternative Temporary access, etc to sitewhere necessary

The Contractor shall allow here for any alternative temporaryaccess to the site including taking out and replacing fencingand gates, boundary walls, etc if necessary to facilitate accessto the project site including obtaining the necessary permissionand/or permits from the relevant authorities or neighbors aswell as the removal of such access upon the completion andmaking good all to match existing and leaving the site cleanand in a perfect condition Item

252 Clause C1.15: Final Account

The Contractors attention is drawn to the fact that the variousfoundation, plumbing and drainage and external works items,as well as items marked "Provisional" in these Bills ofQuantities are subject to variation and will be re-measured andadjusted at the rates submitted in the tender Bills of Quantitiesduring the preparation of the Final Account.

Should the Contractor not endeavour to finalise the FinalAccount for this contract with the Quantity Surveyor within 3(THREE) calendar months after receipt of same, the finalaccount sum as reflected in the Quantity Surveyors FinalAccount will be taken to be the final cost of the project and nofurther negotiations will be entertained by the Employer or theQuantity Surveyor. Item


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253 Clause C1.16: Testing and Handing over SpecialistInstallations

i) The Contractor shall satisfy himself that the installation is inaccordance with the specifications and any variations that havebeen issued, before requesting the Consulting Engineer toinspect the works.

ii) The Contractor shall at his own expense provide all testingequipment and materials for carrying out the tests.

iii) Prior to inspection the Contractor shall furnish the ConsultingEngineer with all wiring maintenance manuals, operationmethods of procedure, circuit drawings, etc.

iv) At taking over inspection, the Contractor will be issued with acertificate stating all defects of the installation or part thereof atthat time.

v) At "Taking over Certificate" will be issued once all defects (asmentioned in (iv) above) have been rectified.

vi) Only on issue of the "Taking over Certificate", will retentionbe reduced, the contract surety released and the guarantee andmaintenance period will commence from that date. Item

254 Clause C1.17: Drawings and dimensions

All drawings, wherever their origin, are to be issued to theproject site, or to any other person(s) only through the office ofthe Principal Agent, bearing the Principal Agent's officestamp.

The Contractor shall keep a date register of all drawings issuedat the project site at all times.

Any drawings not issued through the Principal Agent's to theproject site, will be used at the Contractor's own risk and shouldany work be incorrect due to the use of unauthorised drawings.Any rectification of work done in accordance with unauthoriseddrawings, shall be at the expense of the Contractor.

All drawings used on site must be properly mounted on suitablesheet material, or otherwise protected to the approval of thePrincipal Agent, and kept in good condition. Any drawingsthat become bleached or unreadable, must be returned to thePrincipal Agent for replacement. Any rectification of work donein accordance with unreadable drawings, shall be at theexpense of the Contractor. Item


- 2 8 -


255 Clause C1.18: Blasting

The Contractor shall take all responsibility during blastingoperations, should any be necessary, and must observe allconditions as set for and in the Government and Local AuthorityRegulations. The use of explosives is left to the discretion ofthe Contractor who must indemnify the Employer against anyclaims for damages to persons or property on or near theproject site, from any cause whatsoever arising out of the useof explosives.

The Contractor will be held solely responsible for and mustimmediately make good, at his own expense, any damage thatmay occur through the use of explosives. Item

256 Clause C1.19: Revenue Stamps

The Contractor must allow for any necessary revenue stampsrequired in connection with The Conditions of Contract forConstruction for Building and Engineering WorksDesigned by the Employer as issued by the FederationInternationale des Ingenieurs-Conseils (FIDIC), FirstEdition 1999 and Guarantee in accordance with the StampDuty Act 1911 or any amendment thereto. Item


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Section No. 1

Bill No. 1

PRELIMINARIES

COLLECTION

Page AmountNo

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Carried Forward N $ Section No. 1Bill No. 1PRELIMINARIESMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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Section No. 1

Bill No. 1

PRELIMINARIES

COLLECTION

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Carried to Final Summary N $ Section No. 1Bill No. 1PRELIMINARIESMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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BILL NO. 1

EARTHWORKS (PROVISIONAL)

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to All Trades which forms a part of this Bill and mustbe read in conjunction herewith.

The nature of the ground is assumed to be loose sandymaterial with a large content of clay, therefore "earth".

Classification of excavated material

Hard rock shall mean granite, quartzitic sandstone or other rockof similar hardness, the removal of which requires drilling,wedging and splitting or the use of explosives.

Soft rock shall mean hard material the removal of whichwarrants the use of pneumatic tools and includes hard shale,ferricite, compact ouklip and material of similar hardness.

Earth shall mean all ground other than that classified as hardrock or soft rock and shall include made-up ground and anyloose stones or pieces of concrete not exceeding 0,03 m³ involume.

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building site.

The quantities of excavation, filling, carting away, etc.,measured are the nett volumes and the Contractor is to makeallowances in his prices for the bulking of material.

Carried to Collection N $ Section No. 2Bill No. 1EARTHWORKS (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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EARTHWORKS

EXCAVATION, FILLING, ETC.

Excavation in earth not exceeding 2m deep :

1 Trenches m3 413

2 Holes m3 87

Extra over trench and hole excavations in earth forexcavation in :

3 Soft rock m3 154

4 Hard rock m3 84

Extra over all excavations for carting away :

5 Surplus material from excavations and/or stock piles on site toa dumping site to be located by the contractor m3 229

Risk of collapse of excavations :

6 Sides of trench and hole excavations not exceeding 1,5m deep m2 1 510

Keeping excavations free of water :

7 Keeping excavations free of water Item

Coarse river sand filling supplied by the contractor :

8 25mm Thick layer of approved clean earth filling under floors,etc. m2 1 408

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted in layers notexceeding 150mm thick to 93% Mod AASHTO density :

9 Backfilling to trenches, holes, etc. m3 271

"G5" quality earth filling supplied by the contractorcompacted to 95% Mod AASHTO dry density in layers notexceeding 150mm thick :

10 Under floors, steps, pavings, etc. m3 1 018


- 3 3 -


COMPACTION OF SURFACES

Compaction of ground surfaces, including scarifying for adepth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 95%Mod AASHTO density :

11 Under floors, pavings, etc. m2 1 408

12 Bottoms of trenches and holes m2 500

SOIL POISONING

13 Under floors, etc., including forming and poisoning shallowfurrows against foundation walls, etc., filling in furrows andramming m2 1 408

14 To bottoms and sides of trenches, etc. m2 2 010


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Section No. 2

Bill No. 1

EARTHWORKS (PROVISIONAL)

COLLECTION

Page AmountNo


-33-

-34-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 1EARTHWORKS (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 3 5 -



BILL NO. 2

CONCRETE, FORMWORK AND REINFORCEMENT

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to All Trades which forms a part of this Bill and mustbe read in conjunction herewith.

CONCRETE

NOTES:

Prices for concrete cast against excavated surfaces shallinclude for casting against all types of material in theexcavations and shall include for additional concrete required infilling to irregularities.

Prices for all concrete shall include for forming shaped tops andfor striking off and curing of top surfaces of concrete.

Prices for concrete in apron and walkway slabs cast in panelsshall include for all formwork, fillets, etc., required in forming thepanels.

TESTS

1 Allow the Provisional Amount of N$ 50,000.00 (FIFTYTHOUSAND NAMIBIA DOLLARS NETT) for material tests tobe deducted in part or whole if not required Item 50 000 00

UNREINFORCED CONCRETE

Concrete class 25MPa/19mm cast against excavatedsurfaces in :

2 Strip footings m3 103

REINFORCED CONCRETE


3 Bases m3 26

Carried to Collection N $ Section No. 2Bill No. 2CONCRETE, FORMWORK AND REINFORCEMENTMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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4 Surface beds cast in panels on waterproofing (waterproofingelsewhere measured) m3 188

5 Labour and material in thickening out on underside of 100mmthick surface beds to form footing size 500mm wide x 100mmthick overall with two splayed sides, including all additionalexcavation, damp proof membrane, formwork, etc., required m 29

6 Extra for thickening out 100mm thick concrete surface bed toform edge toe size 200mm wide average x 110mm deepincluding all necessary excavation, formwork, concrete anddressing of ant treatment around m 5

Concrete class 25MPa/19mm in :

7 Slabs inclusive of beams and inverted beams m3 104

8 Stepped slabs including beams and inverted beams m3 131

9 Vanity slabs m3 1

10 Beams m3 5

11 Columns in foundations (Provisional) m3 5

12 Columns m3 10

13 Stub columns m3 1

CONCRETE SUNDRIES

Finishing top surfaces of concrete smooth with a woodfloat :

14 Surface beds, slabs, etc. m2 1 408

Finishing top surfaces of concrete smooth with a steeltrowel :

15 Surface beds, slabs, etc. m2 739

Finishing top surfaces of concrete smooth with a powerfloat :

16 Surface beds, slabs, etc. m2 121


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FORMWORK

NOTES:

Descriptions of formwork shall be deemed to include use andwaste only (except where described as "left in" or "permanent"),for fitting together in the required forms, wedging, plumbing andfixing to true angles and surfaces as necessary to ensure easyrelease during stripping and for reconditioning as necessarybefore re-use

The vertical strutting shall be carried down to such constructionas is sufficiently strong to afford the required support withoutdamage and shall remain in position until the newly constructedwork is able to support itself

Formwork to soffits of solid slabs, etc. shall be deemed to be toslabs not exceeding 250mm thick unless otherwise described

Formwork to sides of items described as "in ground" meansformwork from top of bearing level to top of surface bed

Where a height above bearing level is stated, the bearing levelis taken to be the surface bed or slab level as the case may be

Formwork to sides of bases, pile caps, ground beams, etc. willonly be measured where it is prescribed by the Engineer fordesign reasons. Formwork necessitated by irregularity orcollapse of excavated faces will not be measured and the costthereof shall be deemed to be included in the allowance fortaking the risk of collapse of the sides of the excavations,provision for which is made in "Earthworks"

Irrespective of overall height of columns, walls, etc. all itemsdescribed as in foundations have been categorised to the top ofsurface bed level.

Unless otherwise described prices for all formwork insuperstructure shall include for propping to a height notexceeding 3,5m above bearing level.


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ROUGH FORMWORK (DEGREE OF ACCURACY III)

Rough formwork to sides of :

SMOOTH FORMWORK (DEGREE OF ACCURACY Il)

Smooth formwork to sides of :

17 Stub columns m2 0.4

18 Beams m2 47

19 Square columns m2 170

20 V-shaped columns m2 7

21 Square columns in foundations (Provisional) m2 95

22 V-shaped columns in foundations (Provisional) m2 3

23 Edges exceeding 300mm high circular on plan m2 151

24 Edges, risers, ends and reveals not exceeding 300mm high orwide m 689

25 Sloping and stepped outer edges of seating slab 600mm highextreme m 7

Smooth formwork to circular columns :

26 220mm Diameter columns 1 000m high No 4

Smooth formwork to soffits of :

27 Slabs propped up exceeding 1.5m high and not exceeding3.5m high above bearing level m2 521

28 Stairs with sloping soffits m2 3

29 Vanity slabs propped up not exceeding 1.5m high abovebearing level m2 9

Smooth formwork to sides and soffits of :

30 Beams propped up exceeding 1.5m and not exceeding 3.5mhigh above bearing level

m2 24


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Boxing in smooth formwork to form

31 55mm x 55mm Chamfer along top or bottom edge m 393

REINFORCEMENT

Mild steel reinforcement in concrete :

32 10mm Diameter bars in foundations (Provisional) t 0.31

33 10mm Diameter bars t 3.24

High tensile steel reinforcement in concrete :




Fabric reinforcement :

37 Wire fabric reinforcement Ref. 245 cast in concrete m2 1 287

38 Wire fabric reinforcement Ref. 500 cast in concrete m2 242


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Section No. 2

Bill No. 2


COLLECTION

Page AmountNo


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-39-

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Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 2CONCRETE, FORMWORK AND REINFORCEMENTMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 4 1 -



BILL NO. 3

MASONRY

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to All Trades which forms a part of this Bill and mustbe read in conjunction herewith

BRICKWORK

SUPPLEMENTARY PREAMBLES

Prices for brickwork shall include for setting up and buildingwindows and door frames into position in brick walls, wedging,pinning, building solid against frames, etc., bedding of roofcoverings, wall plates, base plates, etc., forming ventilationflues through walls for air bricks, etc., building ends of rafters,purlins, joists, bars, pipes, bolts, etc. into or through brickworkincluding wrapping in polyethylene sheeting as necessary.

Prices for brickwork are to include for all raking or splay cuttingand waste, forming of squint quoins or birdsmouth angles andthe forming of straight joints at expansion or construction jointsin walls and at windows, doors or plain openings, etc.

Sizes in descriptions

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

BRICKWORK IN FOUNDATIONS (PROVISIONAL)

Brickwork in class 14MPa cement bricks in class I cementmortar :

1 One brick walls m2 545

2 One brick walls circular on plan m2 75

Carried to Collection N $ Section No. 2Bill No. 3MASONRYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 4 2 -


BRICKWORK IN SUPERSTRUCTURE

Brickwork in class 7MPa cement bricks in class II cementmortar :

3 Half brick walls m2 79

4 Half brick walls in beamfilling m2 20

5 One brick walls m2 1 924

6 One brick walls circular on plan m2 219

7 One brick walls in beamfilling m2 21

BRICKWORK SUNDRIES

Brick reinforcement :

8 75mm Wide reinforcement built in horizontally m 551

9 150mm Wide reinforcement built in horizontally in foundations(Provisional) m 7 288

10 150mm Wide reinforcement built in horizontally m 8 649

Prestressed precast concrete lintels including anytemporary support :

11 110mm x 75mm Lintels in lengths not exceeding 3m m 434

WINDOW CILLS

"Everite Nutec" or other approved cills in single lengthsincluding metal fixing and jointing strips, lugs, etc. :

12 175mm x 15mm Wide cills set sloping and slightly projecting m 150

FACE BRICKWORK

40MPa "Rockface" cement bricks as supplied bySalz-Gossow (Pty) Ltd, Swakopmund, pointed with keyedhorizontal and vertical joints

13 Extra over brickwork for face brickwork in foundations(Provisional) m2 55


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STONEWORK

Setting out

Care shall be exercised in setting out the work, the preparationof templets and the checking of the detail drawings. Allmeasurements shall be taken on the site where necessary andthe full size setting out of each course shall be done at the yardso as to ensure the proper fitting of each stone

Face labours

Face labours are to match samples to be submitted to andapproved by the architect

Damaged work

All stonework damaged must be discarded and replaced at thecontractor's expense. No touching up will be permitted exceptin exceptional cases with the architect's consent

Descriptions

Descriptions of stonework shall be deemed to includepreparatory work, labours to backs, beds and joints, templets,mortices for bolts etc and for hoisting and setting in position,bedding, jointing and pointing, casing and protecting from injuryand cleaning down at completion

Dry-pack stone wall laid in 1:3 cement mortar on one sidewith similar mortar filling to joints where required :

14 200mm - 250mm Thick stone wall lining tied to brickwork /orconcrete with galvanised mild steel straps to a minimum of fiveper meter on every second course of brickwork /or 170mmheight of concrete columns m2 97

MATERIAL TESTS

15 Allow the Provisional Amount of N$ 50,000.00 (FIFTYTHOUSAND NAMIBIA DOLLARS NETT) for material tests tobe deducted in part or whole if not required Item 50 000 00


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Section No. 2

Bill No. 3

MASONRY

COLLECTION

Page AmountNo


-43-

-44-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 3MASONRYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 4 5 -



BILL NO. 4

WATERPROOFING

NOTES:


DAMPPROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brikgrip DPC"embossed damp proof course :

1 Laid horizontally on walls, etc. including turning up againstjambs, etc. and all laps m2 130

One layer of 250 micron "Consol Plastics Gunplas USBGreen" waterproof sheeting sealed at laps with "GunplasPressure Sensitive Tape" :

2 Under floors, laid on sandbed (sandbed elsewhere measured)including dressing up against walls, etc. m2 1 408

JOINT SEALANTS ETC.

Approved silicone sealant, including preparation ofsurfaces and application of primers in strict accordancewith the manufacturers instructions, and protecting ofadjacent surfaces :

3 In joints between frames and walls m 73

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 4WATERPROOFINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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BILL NO. 5

ROOF COVERINGS, ETC.

NOTES:


PROFILED METAL SHEETING AND ACCESSORIES

0,7mm Thick "Brownbuilt Metal Sections Klip Lock 406KL65 Clips" or other approved aluminium roof sheeting insingle lengths fixed to timber purlins (purlins elsewheremeasured) with and including aluminium sheet steelaccessories fixed in strict accordance with themanufacturer's instructions :

1 Roof covering with pitch not exceeding 25 degrees m2 2 429

2 Roof covering with 30 degrees pitch m2 351

3 Ridge capping 620mm girth, including broad flute closers onboth sides m 48

4 Hip capping 620mm girth, including broad flute closers on bothsides m 171

5 Side wall flashing 500mm girth, with and including two timesbent counter flashing 185mm girth m 12

6 Headwall flashing with 375mm girth, twice bent along girth andnotched on site to suit roof profile with and including two timesbent counter flashing 185mm girth m 139

7 Standard barge flashing 300mm girth m 20

"Malthoid" or other approved sheeting fixed in strictaccordance with the manufacturer's instructions :

8 On timber boarding (timber boarding elsewhere measured) m2 282

Carried to Collection N $ Section No. 2Bill No. 5ROOF COVERINGS ETCMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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ROOF INSULATION

"Sisalation® FR 405 fire retardant grade" or otherapproved light industrial glass fibre reinforced aluminiumfoil bonded insulation :

9 Insulation laid taut over steel purlins (at a minimum ofapproximately 1 000mm centres) and fixed concurrent with roofcovering including galvanised steel straining wires m2 2 780

Carried to Collection N $ Section No. 2Bill No. 5ROOF COVERINGS ETCMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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Section No. 2

Bill No. 5

ROOF COVERINGS ETC

COLLECTION

Page AmountNo


-48-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 5ROOF COVERINGS ETCMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 4 9 -



BILL NO. 6

CARPENTRY AND JOINERY

NOTES:


ROOFS, ETC.

Wrought softwood :

1 19mm Tongued and grooved roof boarding m2 282

EAVES, VERGES, ETC

Nutec or other approved boards :

2 10mm x 225mm Fascias and bargeboards including galvanisedsteel H-profile jointing strips plugged to wall m 144

DOORS, ETC.

Wrot meranti doors hung to steel frames :

3 40mm Framed, ledged, braced and battened door size 810mmx 2 100mm high No 6

4 40mm Framed, ledged, braced and battened double door size1 800mm x 2 356mm high in two equal leaves with rebatedmeeting stiles No 6

Hollow core flush panel doors with commercial veneer toboth sides and concealed hardwood edge strips hung tosteel frames :

5 40mm Door size 810mm x 1 950mm high No 8

Carried to Collection N $ Section No. 2Bill No. 6CARPENTRY AND JOINERYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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FRAMED FRAMES, ETC.

"Lotus" or other approved 90mm x 55mm wrought merantidoor frames with 13mm rebate for door :

6 Frame for door size 810mm x 2 100mm high No 14

7 Frame for door size 1 800mm x 2 356mm high No 6

Carried to Collection N $ Section No. 2Bill No. 6CARPENTRY AND JOINERYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 5 1 -


Section No. 2

Bill No. 6

CARPENTRY AND JOINERY

COLLECTION

Page AmountNo


-51-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 6CARPENTRY AND JOINERYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 5 2 -



BILL NO. 7

CEILINGS, PARTITIONS, ETC.

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to Trades which forms a part of this bill and must beread in conjunction herewith.

NAILED UP CEILINGS

13mm Thick "Celotex" or other approved ceiling sheetssecured with and including galvanised mild steelclout-headed nails to S.A. Pine timber brandering at600mm centres along the length of ceiling sheets at450mm centres across with edges neatly chamfered withcross junctions tied up and no space between sheets atjunctions, all in strict accordance with the manufacturer'sinstructions :

1 Ceilings including 50mm x 38mm sawn softwood brandering at600mm centres m2 1 662

2 Extra over ceiling for 800mm x 800mm trap door No 41

S.A. Pine cornices :

3 Wrot ex 25mm x 50mm cornices with shadowline m 882

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 7CEILINGS, PARTITIONS, ETCMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 5 3 -



BILL NO. 8

IRONMONGERY

NOTES:



All locks are to be masterkeyed and are to be suppliedcomplete with two keys.

The following key tags are to be supplied with each set of doorkeys and are to be included in the Tenderer's price of the locks,etc. :

1.The keys to have standard ready made "Waltons" or otherapproved rectangular plastic press tags with door numberswritten on paper strip inserts.

HINGES, BOLTS, ETC.

"Union" or other approved :

1 20mm Galvanised barrel bolt 200mm long fixed to steel doorwith keep fixed to steel frame No 12

2 20mm Galvanised barrel bolt 200mm long fixed to steel doorwith keep fixed to screed No 12

LOCKS


3 Code "37651AS" Indicator bolt No 8

4 Code "L-21315-76SS" Euro profile cylinder dead lock with code"T2 x 20/32SNGMK" single cylinder lock No 6

5 Code "L-22315-76SS" Euro profile cylinder upright lock withcode "T2 x 18/60NPGMK" cylinder lock with and including code"2700SS" rebate conversion set No 6

Carried to Collection N $ Section No. 2Bill No. 8IRONMONGERYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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DOOR CLOSERS, ETC.

"Geze" or other approved :

6 Code "T549055" stainless steel double action floor spring withhold open option No 12

HANDLES


7 Pair of code "ALW45-24AS" "Waterbok" lever on rose No 20

DOOR SUNDRIES

8 "Union AL8730AS" or other approved door stop plugged to flooror wall No 50

9 "Union AL 8722" or other approved coat hook No 8

LETTERS, NUMBERS, NAMEPLATES, ETC.

87mm x 25mm x 2mm Thick "Perspex" or other approvedplate signage panels engraved with 25mm high "Arial 72pt"black infill numbers as follows :

10 "00" or other specified two numerals No 20

450mm x 70mm x 2mm Thick aluminium plate signagepanles with 40mm high "Helvetica" or other approvedletters as follows :

11 "UNIT 1" or other specified five letters and or numerals No 14

BATHROOM FITTINGS

12 Basic zinc alloy towel hook No 4

13 "Halcast 251" or other approved towel rail set 600mm long withand including end brackets No 4

14 "Halcast 377" or other approved basket type stainless steelsoap dish No 4

15 "Kimberley Clark SQ 2" or other approved white bathroomtissue dispenser code "405606" plugged and screwed to wall No 10


- 5 5 -


16 "Kimberley Clark" or other approved white roll control handtowel dispenser code "003370" plugged and screwed to wall No 4

17 "Kimberley Clark Reflex" or other approved white disposer bincode "426213" No 4

18 "Milga Manufacturing" or other approved 32mm diameterpolished stainless steel triple mount general purpose rail,overall size 1 200mm code "M.M.25" with 70mm circular fixingflanges at each end, three times screwed with 8mm stainlesssteel countersunk screws to plugs No 1

19 "CNTX 600" or other approved (Grade 304 18/10) 32mmdiameter stainless steel grab rails with fine grip code "359872"600mm x 95mm deep, plugged and screwed to the wall withstainless steel screws No 2

20 "CNTX 900" code "359976" (Grade 304 18/10) 32mm diameterstainless steel grab rails with fine grip size 1 100mm x 95mmdeep, plugged and screwed to the wall with stainless steelscrews No 3

21 "CNTX 1000" code "359976" (Grade 304 18/10) 32mmdiameter stainless steel grab rails with fine grip size 1 100mm x95mm deep, plugged and screwed to the wall with stainlesssteel screws No 2

22 "SERRA SD0593F" or other approved white soap dispenser No 6

23 "SERRA Eve Femine Hygiene SD1500" or other approvedwhite bin No 6


- 5 6 -


Section No. 2

Bill No. 8

IRONMONGERY

COLLECTION

Page AmountNo


-55-

-56-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 8IRONMONGERYMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 5 7 -



BILL NO. 9

METALWORK

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to Trades which forms a part of this Bill and must beread in conjunction herewith.


Descriptions

Descriptions of bolts shall be deemed to include nuts andwashers

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

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

Carried to Collection N $ Section No. 2Bill No. 9METALWORKMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 5 8 -


"316" POLISHED STAINLESS STEEL HANDRAILS,BALUSTRADES, ETC.

Welded and bolted balustrading to staircases and landings:

1 Horizontal balustrading formed of 41mm diameter x 1.2mmthick round hollow section top rail with 5mm thick end closureand fixed to wall with and including 12mm diameter x 50mmlong rods on and including 50mm diameter x 5mm thick baseplate with base plate fixed to wall with and including No. 3 x M6expansion bolts on one end, with top rail on and including threex 12mm diameter x 50mm high vertical rod on and including2mm thick disk welded onto and including 34.9mm diameter x950mm high supports at 1 350mm centres, slotted into andincluding 34.9mm diameter x 3mm thick x 20mm highcollarwelded onto 5mm thick disk and supported with 3mmcollar with and including 34.9mm diameter x 5mm thickstainless steel disk welded onto and including 16mm diameter x100mm high rod grouted into concrete and including five rowsof 12mm diameter x 1.2mm thick round hollow section infills at150mm centres, welded to posts and screws, etc. m 75

2 Raking balustrading formed of 41mm diameter x 1.2mm thickround hollow section top rail on and including No. 2 x 12mmdiameter x 50mm high vertical rod on and including 2mm thickdisk welded onto and including 34.9mm diameter x 950mmhigh supports at 1 350mm centres, slotted into and including34.9mm diameter x 3mm thick x 20mm high collar welded onto5mm thick disk and supported with 3mm collar with andincluding 34.9mm diameter x 5mm thick stainless steel diskwelded onto and including 16mm diameter x 100mm high rodgrouted into concrete and including five rows of 12mm diameterx 1.2mm thick round hollow section infills at 150mm centres,welded to posts and screws, etc. m 6

Extra over horizontal and raking balustrading to staircaseand landings for :

3 Bend No 8

4 Knee piece No 1

5 End closure piece No 6


- 5 9 -


ALUMINIUM FRAMES

NOTES:

Unless otherwise specified, anodising to aluminium must be aminimum of 25 micron covering thickness and must complywith requirements of SABS - Specifications 999.

Construction shall comply with the minimum performancerequirements contained in the relevant "Selection Guides" aspublished by the Association for Architectural AluminiumManufacturer's of South Africa (AAAMSA).

All sizes for windows and doors are overall sizes as indicatedon the Architect's drawings. All sizes must first be checked andverified on site before commencing with the manufacture of anywindows.

Action of windows, ironmongery of doors, etc., must be asspecified on the drawings.

Glazing to windows and doors must be as specified on thedrawings and fixed in frames in waterproofing mastic gasketswith glazing beads, or other approved method.

Prices for aluminium windows and doors must, amongst others,allow for manufacturing, protection during transporting, offloading, storing, setting up, building in, pointing between frameand plaster with an approved silicone compound, cleaning upon completion and commissioning to the complete satisfactionof the Principal Agent and/or Architect.

DOORS, WINDOWS AND SHOPFRONTS

Purpose-made doors from 44mm x 85mm bronze verticaland top powder coated aluminium profiles and 135mm x44mm bottom powder coated aluminium profile in andincluding frames from 30mm x 76mm powder coatedaluminium profiles, powder coating to be as supplied"Alutech Namibia cc, Telephone No. 061-374580" with andincluding glazing, ironmongery, sealing watertight, etc.,plugged to brickwork or concrete (All in strict accordancewith the Architect's drawings) :

6 Door and frame size 898mm x 2 400mm high overall, the doorglazed with 6.38mm laminated safety glass, includingnecessary ironmongery, etc. No 12


- 6 0 -


7 Double door and frame size 1 800mm x 2400mm high overall,the doors glazed with 6.38mm laminated safety glass, includingnecessary ironmongery, etc. No 6

Purpose-made windows from bronze powder coatedaluminium profiles as supplied by "Alutech Namibia cc,Telephone No. 061-374580" with and including glazing,ironmongery, sealing watertight, etc., plugged to brickworkor concrete (All in strict accordance with the Architect'sdrawings) :

8 Window type "T01" size 600mm x 600mm high overall glazedwith 6.38mm clear normal strength laminated safety glass andincluding necessary ironmongery, etc. No 11

9 Window type "T02" size 1 800mm x 600mm high overall glazedwith 6.38mm clear normal strength laminated safety glass andincluding necessary ironmongery, etc. No 12

10 Window type "T03" size 1 200mm x 1 200mm high overallglazed with 6.38mm clear normal strength laminated safetyglass and including necessary ironmongery, etc. No 8

11 Window type "T04" size 600mm x 1 800mm high overall glazedwith 6.38mm clear normal strength laminated safety glass andincluding necessary ironmongery, etc. No 3


13 Window type "T06-1" size 1 200mm x 1 721mm high overallglazed with 6.38mm clear normal strength laminated safetyglass and including necessary ironmongery, etc. No 1





- 6 1 -















- 6 2 -








- 6 3 -


Section No. 2

Bill No. 9

METALWORK

COLLECTION

Page AmountNo


-59-

-60-

-61-

-62-

-63-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 9METALWORKMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 6 4 -



BILL NO. 10

PLASTERING

NOTES:


The Contractor must allow for the preparation of all concretesurfaces which are to receive plaster. Brick surfaces to receiveplaster include small parts to concrete.

Prices for finishes are to include for all labours including fair,rounded and chamfered edges, trowel cuts, throats, V-joints,angles, channels and dressing into channels and outlets.

SCREEDS

3:1 Cement screeds trowelled smooth on concrete :

1 30mm Thick on floors and landings m2 1 665

INTERNAL PLASTER

One coat cement plaster on brickwork to :

2 Brick walls m2 2 133

3 Narrow widths m2 72

EXTERNAL PLASTER

One coat cement plaster on brickwork to :

4 Brick walls m2 1 915

5 Brick walls circular on plan m2 438


7 Narrow widths circular on plan m2 9

Carried to Collection N $ Section No. 2Bill No. 10PLASTERINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 6 5 -


One coat cement plaster to concrete on :


CORNER PROTECTORS, DIVIDING STRIPS, ETC.

9 30mm x 3mm Thick flat section brass weather bar cast intoscreed m 22

Carried to Collection N $ Section No. 2Bill No. 10PLASTERINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 6 6 -


Section No. 2

Bill No. 10

PLASTERING

COLLECTION

Page AmountNo


-66-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 10PLASTERINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 6 7 -



BILL NO. 11

TILING

NOTES:


Unless described as bedded in cement mortar all tiling is to befixed to plastered walls with an approved quality tile adhesivewith continuous horizontal and vertical joints and must beallowed to set for not less than 24 hours before the joints arejointed and pointed all in strict accordance with themanufacturer's instructions.

Price for tiles are to include for tiling to prescribed setting out,for all narrow widths in flush faces caused by openings, all fairedges, for all straight or raking cutting and waste including thatrequired against expansion joints and for all cutting and fitting oftiling around pipes, outlets, etc.

Wall tiles are to be well soaked in water before fixing andthoroughly cleaned after fixing. Walls are to be well wettedbefore the tiling is commenced.

All joints in skirting tiles are to line up with the joints in the floortiles.

WALL TILING

150mm x 150mm x 5mm "SAMCA OSH 1000" or otherapproved white glazed ceramic tiles fixed with anapproved adhesive to plaster (plaster elsewheremeasured) and flush pointed with and including dove greycement grouting :

1 Plastered walls in isolated panels, splashbacks, etc. m2 3

Carried to Collection N $ Section No. 2Bill No. 11TILINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 6 8 -


200mm x 200mm x 5mm "SAMCA OSH 1000" or otherapproved white glazed ceramic tiles fixed with anapproved adhesive to plaster (plaster elsewheremeasured) and flush pointed with and including dove greycement grouting :

2 Plastered walls m2 182

FLOOR TILING

600mm x 600mm x 8mm Thick polished full bodiedporcelain floor tiles (PC = N$ 290.00/m²) to screeds(screeds elsewhere measured) with and includingadhesive, cutting, jointing and flush pointing with andincluding an approved tinted waterproof jointingcompound :

3 On floors and landings m2 1 665

4 150mm High skirting m 1 048

CORNER PROTECTORS, DIVIDING STRIPS, ETC.

"Schluter" or other approved tile edging :

5 "Rondec-RO-80-AE" tiling edge bedded in cement mortar m 1 148

6 "Trep-MTSB 11" tiling step edge bedded in cement mortar m 22

Carried to Collection N $ Section No. 2Bill No. 11TILINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 6 9 -


Section No. 2

Bill No. 11

TILING

COLLECTION

Page AmountNo


-69-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 11TILINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 7 0 -



BILL NO. 12

PLUMBING AND DRAINAGE (PROVISIONAL)

NOTES:



uPVC pipes and fittingsSewer and drainage pipes and fittings shall be jointed andsealed with butyl rubber rings.Soil, waste and vent pipes and fittings shall be solvent weldjointed

uPVC pressure pipes and fittingsPipes for water supply shall be of the class stated.Pipes of 40mm diameter and smaller shall be plain ended withsolvent welded uPVC loose sockets and fittings.Pipes of 50mm diameter and greater shall have sockets andspigots with push-in type integral rubber ring joints.Bends shall be uPVC and all other fittings shall be cast iron, allwith similar push-in type joints

Copper pipesPipes shall be hard drawn and half-hard pipes of the classstated. Class 0 (thin walled hard drawn) pipes shall not bebent. Class 1 (thin walled half-hard), class 2 (half-hard) andclass 3 (heavy walled half-hard) pipes shall only be bent withbenders with inner and outer formers. Fittings to copper waste,vent and anti-syphon pipes, capillary solder fittings andcompression fittings shall be "Cobra Watertech" type. Capillarysolder fittings shall comply with ISO 2016. Only compressionfittings shall be used in walls or in ground

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

Stainless steel basins, sinks, wash troughs, urinals, etc.Units shall have standard aprons on all exposed edges andtiling keys against walls where applicable

Carried to Collection N $ Section No. 2Bill No. 12PLUMBING AND DRAINAGE (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 7 1 -


Waste unionsDescriptions of waste unions shall be deemed to include rubberor vulcanite plugs and chains fixed to fittings

Exposed concrete surfacesExposed surfaces of concrete stormwater channels, coverslabs, inspection eye marker slabs, gulley tops, cleaning eyetops, catchpits, inspection chambers, etc. shall be finishedsmooth with plaster

ExcavationsNo claim for rock excavation will be entertained unless thecontractor has timeously notified the quantity surveyor thereofprior to backfilling. "Soft rock" and "hard rock" shall be asdefined in "Earthworks"

Laying, backfilling, bedding, etc. of pipesPipes shall be laid and bedded and trenches shall be carefullybackfilled in accordance with manufacturers' instructions

Where no manufacturers' instructions exist pipes shall be laid inaccordance with clauses 5.1 and 5.2 of each of the following:SABS 1200L : Medium-pressure pipelinesLD : SewersLE : Stormwater drainagePipe trenches etc shall be backfilled in accordance with clauses3, 5.5, 5.6, 5.7 and 7 of SABS 1200DB : Earthworks (Pipe trenches)Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1,5.1 to 5.3 and 7 of SABS 1200LB : Bedding (Pipes)Unless otherwise described bedding of rigid pipes shall beclass B bedding

Flanged adaptors to include for gasket and bolts


- 7 2 -


RAINWATER DISPOSAL

SANITARY FITTINGS

Stainless steel :

1 "Franke Luxtub DLT" Grade 304 18/10 or other approvedstainless steel washtrough size 600mm x 500mm x 275mmdeep with one pressed bowl with 43 litre bowl, PVC waste andplug with handle and set into concrete (concrete elsewheremeasured) No 4

2 "Franke Rondo Model RDX610-34 Citiline" or other approvedgrade 304 18/10 polished stainless steel prep bowl size 345mmx 155mm deep bowl fitted onto cupboard (cupboard elsewheremeasured) No 1

3 "Franke Trendline" Grade 304 18/10 polished stainless steelend bowl drop-on sink code "311050" size 1 000mm x 460mmwide with fitted onto steel framing No 3

4 "Franke S2" Grade 304 18/10 or other approved stainless steeldouble centre bowls catering sink size 2 800mm x 650mm x900mm high code " 353450" with splashback and splashends,100mm high integral splashback fixed complete No 1

White glazed ceramic fittings :

5 "Vaal Xanadu" or other approved counter top vanity basin code"7042" (vanity elsewhere measured) No 6

6 "Vaal Daisy" or other approved white vitreous china semi-closecoupled WC suite comprising 90 degree outlet wash down panand 6 litre cistern complete with lid, fitments and flushpipe code"751453" with white heavy duty "A1 Deluxe (DPE)" toilet seatand lid set No 9

7 "Vaal Flamingo" or other approved white vitreous china lavatorybasin (Code 7006) size 560mm x 405mm including integratedoverflow and chainstay hole bolted to wall with two 10mm boltscode "8448Z0" No 2

8 "Vaal Pearl" or other approved paraplegic white vitreous chinasemi-close coupled WC suite comprising 90 degree outlet washdown pan and 6 litre cistern complete with lid, fitments andflushpipe code "751453" with white heavy duty "A1 Deluxe(DPE)" toilet seat and lid set No 1


- 7 3 -


9 "Vaal Lavatera" or other approved white vitreous china wallmounted top inlet urinal code "705426" size 600mm x 385mm x380mm including inlet fittings, 38mm chromium plated domicalgrating code "8787Z0" and chromium plated top inlet spreaderspreader code "7054Z1" fixed on and including two hangerbrackets code "8127Z0" No 4

WASTE UNIONS, ETC.

Chromium plated :

10 32mm "Cobra Watertech 302-32NOSLOT" or other approvedchromium plated unslotted basin waste union with no plug orchain stay and with 32mm "Cobra Watertech 309-32" or otherapproved chrome plated anti-theft plug with spindle No 8

11 40mm "Cobra Watertech 316" or other approved chromiumplated unslotted bath or sink waste union with backnut, plugand chain No 9

TRAPS, ETC.

uPVC :

12 50mm "Marley ETP10" deep seal "P" trap with anti-syphon No 13

Chromium plated :

13 32mm "Cobra Watertech" or other approved chromium plateddeep seal bottle trap with "MI" outlet code "340", "CobraWatertech C-342/1/2/3"or other approved tail pipe, cap nut andwall flange No 8

VALVES, TAPS, ETC.

"Cobra Watertech" or other approved :

14 15mm Wall mounted brass hose bib tap with 20mm "MI" outlet,lockshield, loose key, hose union and hose tail No 3

15 15mm Code "232-350" angle regulating valve with service pipe350mm girth bent as required complete with nut and wall flange No 9

16 15mm Code "309-32" angle regulating valve complete with nutand wall flange No 6


- 7 4 -


17 15mm Chromium plated square pattern pillar tap with aeratorcode "505-21R" No 2

18 15mm "Kitchen Classic Capstan CS-215/044CP" or otherapproved sink pillar tap with aerated swanneck swivel outlet No 1

19 15mm "Kitchen Classic Capstan CS-266/041CP" or otherapproved wall type sink mixer with aerated swivel outlet and"BSP" male inlets No 7

20 15mm "Star 266/041/10" wall mounted sink mixer with aeratedswivel outlet with 15mm "BSP" male inlets No 1

21 Code "FJ8.102 Flushmaster" exposed top inlet flush valvecomplete No 4

"Franke" or other approved :

22 "Aqualine-S Aqua 201" or other approved chrome plated selfclosing pillar tap No 6

SANITARY PLUMBING

uPVC soil or ventilation pipes (SABS 967) :

23 40mm Pipes m 45

24 50mm Pipe m 52

25 110mm Pipes m 91

Extra over uPVC pipes for fittings :

26 32mm x 40mm BSP adaptor No 10

27 40mm Bend No 27

28 40mm Access bend No 22

29 40mm Junction No 15

30 50mm Bend No 15


32 50mm Diameter "Marley WAV 50" vent valve No 8


- 7 5 -


33 50mm x 40mm Reducing junction No 15

34 50mm Junction with inspection eye No 17

35 110mm Bend No 25



38 110mm Access junction No 23

39 110mm Straight or bent pan connector with neoprene collar No 10

40 110mm Eccentric reducer No 26

41 110mm Access vent heel bend No 16

42 110mm Reducing access junction No 23

Testing :

43 Allow for testing the whole of the sanitary plumbing installationand for replacing and/or rectifying defective work as directed bythe Engineer and re-testing until found to be perfect Item

WATER SUPPLIES

Notes:

The hot and cold water services installations are to be executedin strict accordance with the latest revision of the "Code ofPractice for Copper Plumbing" issued by the S.A CopperDevelopment Association

All surface mounted piping is to be supported at maximum1,5m centres

Class 0 copper pipes and fittings :

44 15mm Pipes m 198

45 22mm Pipe m 178

46 28mm Pipes m 206


- 7 6 -


Extra over Class 0 copper pipes for the following capillaryfittings :

47 15mm Fittings No 134



Testing :

50 Allow for testing the whole of the domestic water supplyinstallation and for replacing and/or rectifying defective work asdirected by the Engineer and re-testing until found to be perfect Item

FIRE PROTECTION SERVICES

51 9kg Approved rechargeable dry chemical powder (DPE) fireextinguisher complete with initial charge fixed to and including a25mm x 250mm x 600mm red enamel painted wroughthardwood backing board with suitable brackets, etc. No 48

52 Approved wall mounted non-swinging firehose reel complyingwith SABS No. 543/1973 complete with drum, 30m length of20mm 4-ply red rubber hose fitted with 20mm chromium-platedgun-metal cock and 8mm shut-off nozzle complete with"All-way" hose reel guide fixed to wall with and including wallbrackets No 4


- 7 7 -


Section No. 2

Bill No. 12

PLUMBING AND DRAINAGE (PROVISIONAL)

COLLECTION

Page AmountNo


-72-

-73-

-74-

-75-

-76-

-77-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 12PLUMBING AND DRAINAGE (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 7 8 -



BILL NO. 13

GLAZING

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to Trades which forms a part of this Bill of Quantitiesand must be read in conjunction herewith.

MIRRORS

6mm Clear float glass mirror with bevelled and polishededges all round, four times holed for and screwed toplastered or tiled brick wall with chromium-plateddome-headed capped screws with rubber grommets anddouble sided adhesive tape :

1 Mirror size 450mm x 600mm high No 2

2 Mirror size 2 600mm x 1 000mm high No 2

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 13GLAZINGMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 7 9 -



BILL NO. 14

PAINTWORK

NOTES:


Where a specific manufacturer's paint products are describedin these Bills of Quantities the Contractor is advised that heshould price the specific product as specified and that he mayonly change from the designated product to another productafter written consent has been obtained from the Architect, afterthe closing of tenders. Where applicable the cost of suchsubstitution with another product shall be adjusted by theQuantity Surveyor in the Final Account for this project.

The Contractor shall apply all paints in strict accordance withthe manufacturer's instructions and after consultation with themanufacturer's authorised representative. Painting shall bedone by brush, roller or spraying as recommended by the paintmanufacturer (and at the descretion of the Contractor) toproduce a finish to the approval of the Architect.

No paint shall be applied during cold weather.

All materials for paintwork shall be brought onto the site inunopened containers and no adulteration will be allowed.

The area of paint measured is the nett area of the final paintedsurfaces and excludes for paint finishes behind joinery fittings,pinning boards, etc. Prices are to include for cutting to linearound such items or for painting behind such items ifpreferred.

Prices for paintwork are to include for all necessary precautionsfor the protection of finished work including masking or coveringall finished paintwork as well as all finished joinery, tiling, floorcoverings, etc. during painting. Any damage to such finishedwork shall be removed, repaired or replace at the Contractor'sown expense.

Carried to Collection N $ Section No. 2Bill No. 14PAINTWORKMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 8 0 -


Prices for painting are to include for painting a one squaremetre sample panel of all finishing coats and for repeating ifrequired. Only after the written approval by the Architect of thesample panels may the finishing coats be applied.

The Contractor shall provide all necessary dust sheets, covers,etc. required during painting. All door handles, locks and otherironmongery, pelmets, electrical switch and socket covers, etc.are to be removed before commencing the painting and are tobe refitted after completion of the painting. All paint spots,stains, etc. are to be cleaned off all floors, walls, glass, doors,frames, fittings, etc. after completion of the painting.

Cellulose fillers such as "Aurora" and "Polyfilla" will not beaccepted. Plaster, concrete, fibre cement or timber surfacesare to be filled with "Polycell Mendall 90" or "Pera UniversalRepairing Compound" mixed with 30% marble dust in strictaccordance with the manufacturer's specifications.

Prices for painting on ceilings are to include for painting with astippled effect roller.

PAINTWORK ETC TO NEW WORK

ON FLOATED PLASTER

Prepare and apply one coat plaster primer and two coats"Plascon Wall and All" paint on :

1 External smooth plastered walls (small part concrete) m2 2 428

Prepare and apply one coat plaster primer and two coats"Plascon Double Velvet" or other approved paint on :

2 Internal smooth plastered walls m2 2 020

ON CONCRETE

Prepare and apply one coat alkali-resistant plaster primerand apply two coats "Pereroll-R" textured paint appliedwith sponge roller on :

3 External smooth plastered columns m2 185

4 External smooth plastered to edges of slabs m2 23


- 8 1 -


ON GYPSUM BOARD

Prepare and apply one coat plaster primer and two coats"Plascon Wall and All" paint on :

5 On ceilings m2 1 662

ON NUTEC

Prepare and apply one coat primer and two coats exteriorquality "Plascon Profesional Masonry" (NW176) paint on :

6 Fascia boards and bardgeboards m2 62

7 On window cills not exceeding 300mm girth m 150

ON WOOD

Two coats wood primer :

8 On backs of frames, linings, etc not exceeding 300mm wide m2 10

Prepare, knot, stop with tinted stopping to match andapply one coat sanding sealer and two coats clear varnishon :

9 Doors m2 102

10 Frames, rails, etc., not exceeding 300mm girth m 112


- 8 2 -


Section No. 2

Bill No. 14

PAINTWORK

COLLECTION

Page AmountNo


-81-

-82-

Carried Forward to Summary of Section No. 2 N $ Section No. 2Bill No. 14PAINTWORKMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 8 3 -


SECTION SUMMARY - BUILDINGS

Bill Page AmountNo No

1 -35-EARTHWORKS (PROVISIONAL)

2 -41-CONCRETE, FORMWORK AND REINFORCEMENT

3 -45-MASONRY

4 -46-WATERPROOFING

5 -49-ROOF COVERINGS ETC

6 -52-CARPENTRY AND JOINERY

7 -53-CEILINGS, PARTITIONS, ETC

8 -57-IRONMONGERY

9 -64-METALWORK

10 -67-PLASTERING

11 -70-TILING

12 -78-PLUMBING AND DRAINAGE (PROVISIONAL)

13 -79-GLAZING

14 -83-PAINTWORK

Carried to Final Summary N $ Section No. 2MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 8 4 -



BILL NO. 1

BULK EARTHWORKS, ETC. (PROVISIONAL)

NOTES:


The nature of the ground is assumed to be loose sandymaterial, therefore "earth", but possibly interspersed with "softrock" or "hard rock".

Classification of excavated material

Hard rock shall mean granite, quartzitic sandstone or other rockof similar hardness, the removal of which requires drilling,wedging and splitting or the use of explosives.

Soft rock shall mean hard material the removal of whichwarrants the use of pneumatic tools and includes hard shale,ferricite, compact ouklip and material of similar hardness.

Earth shall mean all ground other than that classified as hardrock or soft rock and shall include made-up ground and anyloose stones or pieces of concrete not exceeding 0,03 m³ involume.

Descriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building site

The quantities of excavation, filling, carting away, etc.measured are the nett volumes and the Contractor is to makeallowances in his prices for the bulking of material.

The Contractor is to confirm in writing the reduced levelsof the site with the Quantity Surveyor and Engineer beforecommencement of excavations. No remuneration will beconsidered for excavation to incorrect levels.

Carried to Collection N $ Section No. 3Bill No. 1BULK EARTHWORKS (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 8 5 -


SITE CLEARANCE, ETC.

1 Digging up and removing rubbish, debris, vegetation, hedges,shrubs, bushes and trees not exceeding 200mm girth, bottles,paper, etc ., and grubbing up all roots m2 14 329

BULK EXCAVATIONS, FILLING, ETC.

Open face excavation in earth over sloping site :

2 Open face excavation m3 150

Extra over bulk excavations in earth for excavation in :

3 Soft rock m3 45

4 Hard rock m3 15



Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 93% ModAASHTO density :

6 Over site to form platforms m3 150

"G6" quality earth filling supplied by the contractorcompacted to 95% Mod AASHTO dry density in layers notexceeding 150mm thick :

7 Over site to form platforms m3 60

Compaction of ground surfaces, including scarifying for adepth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to100% Mod AASHTO density :

8 Compaction of ground surface under floors, pavings, etc. m2 1 000


- 8 6 -


TESTING, ETC.

Prescribed density tests on filling :

9 Allow the amount of N$ 20,000.00 (TWENTY THOUSANDNAMIBIA DOLLARS NETT) for material tests to be deducted inpart or whole if not required Item 20 000 00


- 8 7 -


Section No. 3

Bill No. 1

BULK EARTHWORKS (PROVISIONAL)

COLLECTION

Page AmountNo


-86-

-87-

Carried Forward to Summary of Section No. 3 N $ Section No. 3Bill No. 1BULK EARTHWORKS (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 8 8 -



BILL NO. 2

ROADS, PARKING AND PAVING (PROVISIONAL)

NOTES:


ROADWORKS AND PARKING

Earth filling supplied by the contractor under pavings, etc. :

1 Base course (G5) spread, levelled and compacted to 95% ModAASHTO density m3 991

2 Sub-base course (G5) spread, levelled and compacted to 98%Mod AASHTO density m3 403

3 Sub-base course (G5) spread, levelled and compacted to 98%Mod AASHTO density and stabillise with 2% cement by weight m3 588

Compaction of surfaces :

4 Compaction of ground surface, etc. including scarifying for adepth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to minimum93% Mod AASHTO density m2 6 608

Soil Poisoning :

5 Under floors, etc. including forming and poisoning shallowfurrows against foundation walls, etc, filling in furrows andramming m2 6 608

Prescribed density tests on filling :

6 Allow the provisional amount of N$ 40 000.00 (FORTY THOUSAND NAMIBIA DOLLARS NETT) for density tests to bededucted in part or whole if not required Item 40 000 00

Carried to Collection N $ Section No. 3Bill No. 2ROADS, PARKING AND PAVING (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 8 9 -


PRECAST CONCRETE ROADSTONES

110mm x 220mm x 50mm Thick red clay paving brick laidin 220mm wide bands on and including 20mm thick cleansand bed to an approved pattern to falls and cambersincluding brushing with sand/cement mixture andcompacting as described :

7 Paving to parking areas, roads, etc. m2 338

200mm x 100mm x 60mm Thick precast concreteinterlocking paving of 25MPa in three colours (red,charcoal and natural cement grey) in equal parts laid onand including 20mm thick clean sand bed to an approvedpattern to falls and cambers including brushing withsand/cement mixture and compacting as described :


9 Circular cutting to 60mm thick untinted interlock paving m 86

200mm x 100mm x 80mm Thick precast interlockingconcrete paving blocks of 35MPa laid on and including20mm thick clean sand bed to an approved pattern to fallsand cambers including brushing with sand/cement mixtureand compacting as described :



400mm x 400mm x 40mm Thick precast concrete tiles laidon and including 20mm thick clean sand bed to anapproved pattern to falls and cambers including brushingwith sand/cement mixture and compacting as described :



Kerbs and channels :

14 Precast concrete garden kerb 50mm x 250mm high with tworounded edges and with 150mm x 150mm x 200mm 15MPaunreinforced concrete haunching at back of each joint includingexcavation, backfilling, etc m 60


- 9 0 -


15 Precast concrete garden kerb 50mm x 250mm high circular onplan with two rounded edges and with 150mm x 150mm x200mm 15MPa unreinforced concrete haunching at back ofeach joint including excavation, backfilling, etc m 86

16 Precast concrete barrier kerb 125mm x 250mm high with onebattered face and rounded edge bedded on and including15MPa concrete base and jointed and pointed in 3:1 cementmortar, including any necessary excavation, formwork, filling,etc. m 581

17 Precast concrete barrier kerb 125mm x 250mm high circular onplan not exceeding 4,0m radius with one battered face androunded edge bedded on and including 15MPa concrete baseand jointed and pointed in 3:1 cement mortar, including anynecessary excavation, formwork, filling, etc. m 113

18 Precast concrete mountable kerb 250mm x 125mm high withone battered face and rounded edge bedded on and including15MPa concrete base and jointed and pointed in 3:1 cementmortar, including any necessary excavation, formwork, filling,etc. m 70


- 9 1 -


Section No. 3

Bill No. 2

ROADS, PARKING AND PAVING (PROVISIONAL)

COLLECTION

Page AmountNo


-90-

-91-

Carried Forward to Summary of Section No. 3 N $ Section No. 3Bill No. 2ROADS, PARKING AND PAVING (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 9 2 -



BILL NO. 3

SITE SERVICES (PROVISIONAL)

PLUMBING AND DRAINAGE

SOIL DRAINAGE

uPVC heavy duty soil pipes and fittings laid in ground orfilling to even falls, including all excavation, backfilling,ramming, etc as described :

1 110mm Pipes laid in and including trenches not exceeding 1mdeep m 20

2 110mm Pipes laid in and including trenches exceeding 1m andnot exceeding 2m deep m 30

3 160mm Pipes laid in and including trenches not exceeding 1mdeep m 20

4 160mm Pipes laid in and including trenches exceeding 1m andnot exceeding 2m deep m 50

Extra over uPVC pipes for the following fittings :

5 110mm Bend No 10


uPVC gulleys :

7 110mm Gulley not exceeding 750mm deep with and includingconcrete encasing, lid, etc. complete No 10

All inspection chambers are to be in accordance with SABS1200

Carried to Collection N $ Section No. 3Bill No. 3SITE SERVICES (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

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In-situ concrete round inspection chambers formed of175mm thick 30MPa/19mm reinforced concrete cover slabto receive manhole cover (manhole cover elsewheremeasured), cover slab splayed at outer edges for a widthof 150mm to a thickness of 150mm reinforced with14,135kg 12mm diameter high tensile steel bars, 6,807kg10mm diameter high tensile steel bars and 2,559kg 8mmdiameter mild steel bars, fitted on top of 30MPa 1 000mminternal diameter mass concrete wall 150mm thick, built ontop of 1 800mm diameter x 150mm thick 30MPa/19mmreinforced concrete base reinforced with one layer 245mesh reinforcement and glazed earthernware channelsand junction cast in top of concrete, cast on top of 50mm10MPa/19 unreinforced concrete blinding with andincluding 1:2 cement mortar benching with 1:3 max slope,cast iron steps, excavation, filling, compaction, formwork,etc. :

8 Inspection chamber 1 200mm internal diameter exceeding1 000mm and not exceeding 1 250mm deep internally No 1




Covers :

12 635mm Diameter "Besaans du Plessis Type 2A" or otherapproved cast iron medium duty manhole cover and frame setin position in 3:1 cement mortar over manhole No 4

Sundries :

13 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in soft rock m3 60

14 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in hard rock m3 40

15 Extra over excavation for pipe trenches, chambers, etc forcarting away surplus material to a dumping site to be located bythe contractor m3 134


- 9 4 -


16 Extra over backfilling to drain trenches, chambers, etc., forearth backfilling supplied by the contractor and compacted to93% Mod AASHTO dry density m3 66

17 100mm Cast iron 45 degree "ABC" rodding eye fitted to end of110mm uPVC sewer pipe and cast into and including 30MPa/19 reinforced concrete block size 600mm x 600mm x 200mmthick reinforced with 1,106kg 8mm diameter mild steel bars No 10

Connection to existing :

18 110mm Diameter connection to existing manhole, includingexcavating to a depth of approximately 1m, breaking throughand forming new pipe inlet in one brick side, making good andbackfilling No 1

Testing :

19 Allow for testing the whole of the soil drainage installation andfor replacing and/or rectifying defective work as directed by theEngineer and re-testing until found to be perfect Item

EXTERNAL WATER SUPPLIES

H.D.P.E. class 10 :

20 40mm Pipes laid in and including trenches m 150

Extra over H.D.P.E. class 10 pipes for the followingcompression fittings :

21 32mm BSP adaptor No 10

22 32mm Elbow No 10

23 40mm BSP adaptor No 4

24 40mm Elbow No 10

25 40mm Reducer No 10

26 40mm Tee No 10

27 40mm End caps No 10


- 9 5 -


Medium class galvanised mild steel pipes :

28 25mm Stand pipes fixed in position m 10

29 32mm Pipes laid in and including trenches m 100

Extra over medium class galvanised mild steel pipes forthe following fittings :


31 32mm Elbows No 10

32 32mm Nipples No 10

33 32mm Tees No 10

34 32mm Plug No 10

"Denso" or other approved pipe protection tape wrappedaround pipes and couplings :

35 32mm Pipe m 100

36 Extra for wrapping around fittings No 40

Connection to existing :

37 110mm Diameter connection to existing water supply, includingexcavating and exposing existing supply pipe, cutting into andinserting new UPVC tee including all necessary adaptors toexecute joint No 1

TAPS, VALVES, ETC.

Brass :

38 20mm "Cobra 108" or other approved rough brass bibcock withhose union No 10

39 32mm Fullbore ball valve No 10

Sundries :

40 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in soft rock m3 36


- 9 6 -


41 Extra over excavation in earth for pipe trenches, chambers, etcfor excavation in hard rock m3 24

42 Extra over excavation for pipe trenches, chambers, etc forcarting away surplus material to a dumping site to be located bythe contractor m3 83

43 Extra over backfilling to drain trenches, chambers, etc., forearth backfilling supplied by the contractor and compacted to93% Mod AASHTO dry density m3 38

44 30mm x 30mm x 3mm Thick angle section standpipe support 1100mm long with and including cable ties and cast 400mmdeep in and including 200mm x 200mm x 500mm15MPa/19mm unreinforced concrete base No 10

45 Stopcock box size 250mm x 250mm internally and not lessthan 650mm deep complete with and including 225mm x225mm type 11B cast iron valve box with hinged lid No 10

46 Unreinforced concrete class 20MPa thrust block ofapproximately 0,1m³ cast around water supply pipe and fittingat change of direction, including wrapping pipe in damp proofmembrane and all additional excavation, formwork, etc. No 100

Testing :

47 Allow for testing the whole of the external water supplyinstallation and for replacing and/or rectifying defective work asdirected by the Engineer and re-testing until found to be perfect Item


- 9 7 -


Section No. 3

Bill No. 3

SITE SERVICES (PROVISIONAL)

COLLECTION

Page AmountNo


-94-

-95-

-96-

-97-

Carried Forward to Summary of Section No. 3 N $ Section No. 3Bill No. 3SITE SERVICES (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 9 8 -



BILL NO. 4

BOUNDARY WALL (PROVISIONAL)

EARTHWORKS

EXCAVATION, FILLING, ETC.

Excavation in earth not exceeding 2m deep from naturalground level :

1 Trenches m3 289

Extra over trench and hole excavations in earth forexcavation in :

2 Soft rock m3 87

3 Hard rock m3 58



Risk of collapse of excavations :

5 Sides of trench and hole excavations not exceeding 1,5m deepfrom reduced levels m2 608

FILLING, COMPACTION, ETC.

Earth filling obtained from the excavations and/orprescribed stock piles on site compacted to 98% ModAASHTO density in layers not exceeding 150mm thick :

6 Backfilling to trenches, holes, etc. m3 35

Soilcrete :

7 Backfilling to trenches, holes, etc. with soilcrete comprising 10% Ordinary Portland Cement and 90% approved materialsarising from the excavations m3 144

Carried to Collection N $ Section No. 3Bill No. 4BOUNDARY WALL (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 9 9 -


COMPACTION OF SURFACES

Compaction of ground surfaces, including scarifying for adepth of 150mm, breaking down oversize material, addingsuitable material where necessary and compacting to 95%Mod AASHTO density :

8 Bottoms of bases and trenches m2 289

SOIL POISONING

9 To bottoms and sides of trenches, etc. m2 897


REINFORCED CONCRETE


10 Strip footings m3 72

REINFORCEMENT

High tensile steel reinforcement to structural concretework :



MASONRY

BRICKWORK

Brickwork in class 14MPa cement bricks in class I cementmortar :

13 One brick walls in foundations (Provisional) m2 198

Prestressed precast concrete lintels including anytemporary support :

14 110mm x 76mm Lintels in length exceeding 3m m 33


- 1 0 0 -


40MPa "Rockface" cement bricks as supplied bySalz-Gossow (Pty) Ltd, Swakopmund, pointed with keyedhorizontal and vertical joints

15 Extra over brickwork for face brickwork in foundations(Provisional) m2 182

16 One brick walls m2 790

17 220mm Brick-on-edge coping m 304

BRICKWORK SUNDRIES

Brickwork reinforcement :

18 150mm Wide reinforcement built in horizontally in foundations(Provisional) m 2 324

19 150mm Wide reinforcement built in horizontally m 3 099

Weep holes :

20 110mm Diameter uPVC pipe 230mm long built into one brickwall including making good all around No 30

WATERPROOFING

DAMPPROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brikgrip DPC"embossed damp proof course :

21 Laid horizontally on walls, etc. including turning up againstjambs, etc. and all laps m2 67

GATES, ETC.

Wrot meranti doors hung to timber frames (frameselsewhere measured) :

22 Purpose-made security gate with frame to suit opening size3 600mm x 2 400mm high (As per Architect's drawing numberDS-01) No 4


- 1 0 1 -


FRAMED FRAMES, ETC.

"Lotus" or other approved 90mm x 55mm wrought merantidoor frames with 13mm rebate for door :

23 Frame for door size 3 600mm x 2 356mm high No 4

IRONMONGERY

LOCKS


24 Code "L-22315-76SS" Euro profile cylinder upright lock withcode "T2 x 18/60NPGMK" cylinder lock with and including code"2700SS" rebate conversion set No 4

HANDLES


25 Pair of code "ALW45-24AS" "Waterbok" lever on rose No 4

DOOR SUNDRIES

26 "Union AL8730AS" or other approved door stop plugged to flooror wall No 8

PAINTWORK

ON WOOD

Two coats wood primer :

27 On backs of frames, linings, etc not exceeding 300mm wide m2 3

Prepare, knot, stop with tinted stopping to match andapply one coat sanding sealer and two coats clear varnishon :

28 Doors m2 71

29 Frames, rails, etc., not exceeding 300mm girth m 34


- 1 0 2 -


Section No. 3

Bill No. 4

BOUNDARY WALL (PROVISIONAL)

COLLECTION

Page AmountNo


-100-

-101-

-102-

Carried Forward to Summary of Section No. 3 N $ Section No. 3Bill No. 4BOUNDARY WALL (PROVISIONAL)MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 1 0 3 -


SECTION SUMMARY - EXTERNAL WORKS

Bill Page AmountNo No

1 -88-BULK EARTHWORKS (PROVISIONAL)

2 -92-ROADS, PARKING AND PAVING (PROVISIONAL)

3 -98-SITE SERVICES (PROVISIONAL)

4 -103-BOUNDARY WALL (PROVISIONAL)

Carried to Final Summary N $ Section No. 3MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 1 0 4 -



BILL NO. 1

SPECIALIST SERVICES AND PROVISIONALAMOUNTS

NOTES:

Attention is directed to the relevant sections of the ModelPreambles to Trades which forms a part of this Bill and mustbe read in conjunction herewith.

SPECIALIST INSTALLATIONS GENERALLY

NOTES:

1. The Specialist Contractors (hereinafter referred to as theSub-contractor) will be an ordinary Sub-contractor of the Maincontractor and will NOT be a Nominated Sub-contractor.

2. Provisional Sums have been included in this Bill to cover thecosts of such various specialist services as may be required.These amounts are NETT and do not include for any buildersdiscount.

3. Provision has been made in this Bill to allow the Maincontractor the opportunity to price for any profit so required onthe nett cost of the various specialist installations and theseitems for profit will be adjusted in the final account in directproportion to the final values of such installations.

4. A further item has been included to allow the Maincontractor to price for attending upon the Sub-contractors andthese items will only be adjusted in the final account if theextent of such installations either increases or decreases.

Carried to Collection N $ Section No. 4Bill No. 1SPECIALIST SERVICES AND PROVISIONAL SUMSMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 1 0 5 -


5. The Main Contractor and Selected Sub-Contractor will berequired to sign the Fidic Sub-Contract Agreement as issuedby the Federation Internationale des Ingenieurs-Conseils(FIDIC), Test Edition 2009.

6 The specialist services referred to herein form a part of thiscontract and all the conditions appertaining to the main contractapply equally so to the sub-contracts.

7 The Main Contractor is to allow hereinafter for any costs inconnection herewith.

8 If expedient, two or more Provisional Sums may becombined into a single sub-contract tender or a singleProvisional Sum may be divided into two or more sub-contracttenders.

PROVISIONAL SUMS

ELECTRICAL INSTALLATION

1 Provide the Provisional Sum of N$ 1,750,000.00 (ONEMILLION SEVEN HUNDRED AND FIFTY THOUSANDNAMIBIA DOLLARS NETT) for the Electrical Installationexecuted complete Item 1 750 000 00

2 Add for profit if desired Item

3 Allow for attendance upon Sub-Contractor executing the abovework including providing use of and erecting scaffolding,adequate storage space and generally execute all necessaryjobbing works required and make good in all trades Item

SITE ELECTRICAL CONNECTION INSTALLATION

4 Provide the Provisional Sum of N$ 500,000.00 (FIVEHUNDRED THOUSAND NAMIBIA DOLLARS NETT) for theSite Electrical Connection Installation executed complete Item 500 000 00


6 Allow for attendance upon Sub-Contractor executing the abovework including providing use of and erecting scaffolding,adequate storage space and generally execute all necessaryjobbing works required and make good in all trades Item


- 1 0 6 -


AIRCONDITIONING AND VENTILATION INSTALLATION

7 Provide the Provisional Sum of N$ 1,000,000.00 (ONEMILLION NAMIBIA DOLLARS NETT) for the Airconditioningand Ventilation Installation executed complete Item 1 000 000 00


9 Allow for attendance upon Sub-Contractor executing the worksas previously described Item

PROVISIONAL AMOUNTS

NOTES:

1. Before any work covered by means of Provisional Amountsis commenced the cost of work shall have been agreed tobetween the Contractor and Architect and/or Quantity Surveyorand/or Engineer

Landscaping :

10 Provide the Provisional Amount of N$ 500,000.00 (FIVEHUNDRED THOUSAND NAMIBIA DOLLARS NETT) for theLandscaping executed complete Item 500 000 00

Timber roof construction :

11 Provide the Provisional Amount of N$ 1,400,000.00 (ONEMILLION FOUR HUNDRED THOUSAND NAMIBIA DOLLARSNETT) for the Timber Roof Construction executed complete Item 1 400 000 00

Timber wall construction :

12 Provide the Provisional Amount of N$ 800,000.00 (EIGHTHUNDRED THOUSAND NAMIBIA DOLLARS NETT) for theTimber Wall Construction executed complete Item 800 000 00

Joinery fittings :

13 Provide the Provisional Amount of N$ 350,000.00 (THREEHUNDRED AND FIFTY THOUSAND NAMIBIA DOLLARSNETT) for the Joinery Fittings installation executed complete Item 350 000 00


- 1 0 7 -


Section No. 4

Bill No. 1

SPECIALIST SERVICES AND PROVISIONAL SUMS

COLLECTION

Page AmountNo


-106-

-107-

Carried to Final Summary N $ Section No. 4Bill No. 1SPECIALIST SERVICES AND PROVISIONAL SUMSMCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 1 0 8 -


FINAL SUMMARY

Section Page AmountNo No

1 -31-PRELIMINARIES

2 -84-BUILDINGS

3 -104-EXTERNAL WORKS

4 -108-SPECIALIST INSTALLATIONS

SUB-TOTAL N $

CONTINGENCIES

Allow the Contingent Sum of N$ 1,000,000.00 (ONE MILLIONNAMIBIA DOLLARS NETT) for contingencies to be used asdirected by the Principal Agent and to be deducted in whole orin part if not required N $ 1 000 000 00

NET CONSTRUCTION COST N $

PLUS: VALUE ADED TAX N $

Contract Sum excluding VAT carried to form of Tender N $

MCA SWAKOPMUNDARTS AND CRAFTS CENTRE

- 1 0 9 -