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["THE APPOINTMENT OF A CONTRACTOR TO UPGRADE LIFTS AND ESCALATORS AT THE SABC AUCKLAND PARK OFFICES FOR FIVE (05) YEARS WITH FIVE (5) YEAR MAINTENANCE PLAN"]
["TENDER ESTIMATE RFP/LOG/2023/18"]
[]
["ITEM NO.","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[null,"BILL NO. 1"]
[]
[null,"PRELIMINARIES (CPAP Work Group No. 190 Unless Otherwise Stated)"]
[]
[null,"MEANING OF TERMS \"TENDER / TENDERER\""]
[]
[null,"Any reference to the words \"Tender\" or Tenderer\" herein and/or in any other documentation shall be constructed to have the same meaning as the words \"Bid\" or \"Bidder\""]
[]
[null,"PRELIMINARIES"]
[]
[null,"JBCC Principal Building Agreement Edition 5.0 (Reprint) Code 2101, July 2007 is taken to be incorporated herein. The tenderer is deemed to have referred to these documents for the full intent and meaning of each clause. These clauses are referred to by number and heading only. Where standard clauses or options are not applicable to the contractor such modifications or connections as are necessary are given under relevant clause. Where an item is not relevant to this specific contract such item is marked.\"N/A\" signifying \"Not Applicable\""]
[]
[null,"PRICING OF PRELIMINARIES"]
[]
[null,"The contractor is deemed to have referred to the above mentioned document for full intent and meaning of each clause.  Should Option A, as set out in clause B10.3.1 hereinafter be used for the adjustment of preliminaries then each item priced is to be allocated to one or more of the three categories Fixed, Value Related or Time Related and the respective amounts entered in the spaces provide under each item"]
[]
[null,"Items not priced in these Preliminaries shall be deemed to be included elsewhere in these Bills of Quantities"]
[]
[null,"SECTION A: JBCC PRINCIPAL BUILDING AGREEMENT (Edition 5.0 CODE 2101 July 2007)"]
[]
[null,"DEFINITIONS"]
[]
[null,"A1.0 DEFINITIONS AND INTERPRETATION"]
[]
[null,"Clause 1.0 Clause"]
[]
[null,"ADJUDICATOR: The person appointed by the parties to decide any dispute arising out of this agreement"]
[]
[null,"ADVANCE PAYMENT GUARANTEE: A guarantee at call obtained by the contractor from an institution approved by the employer on the JBCC Advance Payment Guarantee form in the amount as stated in the contract data"]
[]
[null,"AGENT: A party named in the contract data and/or appointed by the employer to deal with specific aspects of the works"]
[]
[null,"AGREEMENT: This JBCC Principal Building Agreement and other contract documents that together form the contract between the parties"]
[]
[null,"ARBITRATOR: The person appointed by the parties to decide any dispute arising out of this agreement"]
[]
[null,"BILLS OF QUANTITIES: The document drawn up in accordance with the measuring system as stated in the contract data. The contractor shall have priced the document to reflect the contract sum"]
[]
[null,"BUDGETARY ALLOWANCE: A sum of money included in the contract sum for work intended for execution by the contractor, the extent of which is identified but not detailed"]
[]
[null,"CALENDAR DAYS: Twenty-four (24) hour days commencing at midnight (00:00) which include working and non-working days"]
[]
[null,"CERTIFICATE OF FINAL COMPLETION: A certificate issued by the principal agent to the contractor stating the date on which final completion of the works was achieved.  CERTIFICATE OF PRACTICAL COMPLETION: A certificate issued by the principal agent to the contractor stating the date on which practical completion of the works was achieve.  CERTIFICATE OF WORKS COMPLETION: A certificate issued by the principal agent to the contractor stating the date on which works completion of the works was achieved."]
[]
[null,"CONSTRUCTION GUARANTEE: A guarantee at call obtained by the contractor from an institution approved by the employer in terms of the JBCC Construction Guarantee form as elected in the contract data.CONSTRUCTION PERIOD: The period commencing on the intended date as stated in the contract data that possession of the site shall be given to the contractor and ending on the date of practical completion.CONTRACTOR: The party contracting with the employer for the execution of the works as named in the contract data.CONTRACT DATA: The defined listed variables applicable to this agreement CONTRACT DOCUMENTS: This document. contract drawings, priced document and such other documents as are identified in the contract data.CONTRACT DRAWINGS: The drawings stated in the contract data upon which the accepted tender ornegotiated amount was based."]
[]
[null,"CONTRACT INSTRUCTION: A written instruction which may include drawings and other construction information signed and issued by or under the authority of the principal agent to the contractor.  CONTRACT SUM: The tender or negotiated amount, inclusive of tax, as accepted by the employer and stated in the contract data that is not subject to adjustment.  CONTRACT VALUE: A monetary value that initially is equal to the contract sum that is subject to adjustment.  CPAP: The JBCC Contract Price Adjustment Provisions used for the adjustment of the contract value as stated in the contract data.  DEFECT: Any aspect of materials and workmanship  Forming part of the works that, in the opinion of the principal agent, is due to the failure of the contractor to comply with his obligations in terms of the agreement."]
[]
[null,"FINAL ACCOUNT: The document, prepared by the principal agent, which reflects the contract value of the works at final completion or termination.  FINAL COMPLETION: The stage of completion where the works is free of all defects as certified by the principal agent.  INTEREST: The bank rate that is applicable from time to time to registered banks when borrowing money from the Central or Reserve Bank of the country named in the contract data. The ruling bank rate on the first calendar day of each month shall be used in calculating the interest due for such month."]
[]
[null,"MATERIALS AND GOODS: Materials and goods delivered to the contractor or his subcontractors for inclusion in the works whether stored on or off the site or in transit but not yet part of the works"]
[]
[null,"PARTY: The employer and/or contractor  PAYMENT CERTIFICATE: A document issued monthly by the principal agent certifying the amount due and payable by the employer to the contractor or vice versa in terms of the JBCC Payment Certificate form.  PAYMENT GUARANTEE: A guarantee in the amount as stated in the contract data obtained by the employer from an institution approved by the contractor in terms of the JBCC Payment Guarantee form.  PENALTY: A monetary value determined at a rate per calendar day as stated in the contract data"]
[]
[null,"PRACTICAL COMPLETION: The stage of completion where the works or a section thereof, as certified by the principal agent, is substantially complete and can effectively be used for the purposes intended.  PRICED DOCUMENT: Bills of quantities, schedule of rates or other documents as are appropriate to this agreement.  PRIME COST AMOUNT: An amount included in the contract sum for the delivered cost of materials and goodsobtained from a supplier as instructed by the principal agent.  PRINCIPAL AGENT: The party named in the contract data and/or appointed by the employer with full authority and obligation to act in terms of the agreement.  PROGRAMME: A diagrammatic representation of the planned execution of units of work or events of the works indicating the dates for commencement and completion thereof.  RECOVERY STATEMENT: The statement prepared monthly by the principal agent in terms of the JBCC Recovery Statement form.  SECTION: A defined portion of the works for which practical completion is required on the date stated in the contract data that is earlier than that required for the works as a whole.  SECURITY: The form of guarantee provided by the employer or contractor, as stated in the contract data, from which a party may recover expense and loss in the event of default"]
[]
[null,"WORKING DAYS: Twenty-four (24) hour days commencing at midnight (00:00) which excludes Saturdays and Sundays, statutory holidays and any recognised annual building holiday period.  WORKS: The works described in general terms in the contract data, detailed in the contract documents, ordered in contract instructions and including the contractor's and n/s subcontractors' temporary works. Works includes materials and goods and those supplied free or otherwise by the employer to the contractor and exclude work or installations to be executed by direct contractors.  WORKS COMPLETION: The stage of completion where the work on the works completion list has been completed as certified by the principal agent"]
[]
[null,"OBJECTIVE AND PREPARATION"]
[]
[null,"A2.0 OFFER, ACCEPTANCE AND PERFORMANCE"]
[]
[null,"Clause 2.0"]
[]
[null,"Fixed:_____ Value Related:_______ Time Related:______","Item"]
[]
[null,"A3.0 DOCUMENTS"]
[]
[null,"Clause 3.0"]
[]
[null,"3.2 The contractor shall provide  32.1 A construction guarantee [14.3-4] where so elected in the contract data."]
[]
[null,"Clause 3.7 is amended by the addition of the following:"]
[]
[null,"   “The contractor shall keep a copy of all drawings, schedules, unpriced bills of quantities/lump sum document, contract instructions, a copy of JBCC SERIES 2000 Edition 5.0 (Reprint) (Code 2101) July 2007,  minutes of site and other meetings, health and safety files as specified in the scope of work, risk register, claims and variation order register, labour records and subcontractors contracts on the site to which the employer, principal agent and agents shall have access at all times. The employer has the right to call for such further information from the contractor it deems necessary in the event it carries out any investigation or audit into potential fraud, corruption, fronting, health and safety incidents or verifying information the contractor has to supply to the employer in terms of this agreement. The Contractor shall ensure a similar right for the Employer with its subcontractors.   "]
[]
[null,"Clause 3.10 is amended by replacing the second reference to \"principal agent\" with the word \"employer\""]
[]
[null,"Fixed:______Value Related:________Time Related_______","Item"]
[]
[null,"A4.0 DESIGN RESPONSIBILITY"]
[]
[null,"Clause 4.0"]
[]
[null,"Clause 4.3 is amended by replacing it with the following:","Item"]
[]
[null,"No clause","Item"]
[]
[null,"Fixed_______ Value Related______Time Related________","Item"]
[]
[null,"A5.0 EMPLOYER'S AGENTS"]
[]
[null,"Clause 5.0"]
[]
[null,"Clause 5.1.The employer shall appoint agents as stated in the contract data and may appoint further agents with the contractor being informed thereof."]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A6.0 CONTRACTOR'S SITE REPRESENTATIVE"]
[]
[null,"Clause 6.0"]
[]
[null,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"A7.0 COMPLIANCE WITH LAWS AND REGULATIONS"]
[]
[null,"Clause 7.0"]
[]
[null,"Note: A separate clause has been included in Section C: Specific Preliminaries of the bills of quantities for the contractor to have the opportunity to price for all the requirements of the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification"]
[]
[null,"Fixed_____ Value Related_______Time Related______","Item"]
[]
[null,"A8.0 WORKS RISK"]
[]
[null,"Clause 8.0"]
[]
[null,"Fixed______ Value Related______ Time Related_____","Item"]
[]
[null,"A9.0 INDEMINITIES"]
[]
[null,"Clause 9.0"]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A1 GENERAL INSURANCES"]
[]
[null,"Clause 1"]
[]
[null,"10.1  The following general insurances are required to be effected in the joint names of the parties in terms of this agreement:"]
[]
[null,"10.1.1 Contract works insurance which shall include the contractor's subcontractors and the full value of materials and goods supplied by the employer to the contractor  10.1.2 Supplementary insurance for the works in respect of civil commotion, riot and strike.  10.1.3 Public liability insurance generally covering accidental injury or death of a person and accidental loss or damage to material property."]
[]
[null,"Clause 1 is amended by the addition of the following clauses:"]
[]
[null,"10.5 Damage to the Works"]
[]
[null,"(a) Without in any way limiting the contractor's obligations in terms of the contract, the contractor shall bear the full risk of damage to and/or destruction of the works by whatever cause during construction of the works and hereby indemnifies and holds harmless the employer against any such damage. The contractor shall take such precautions and security measures and other steps for the protection and security of the works as the contractor may deem necessary."]
[]
[null,"(b) The contractor shall at all times proceed immediately to remove or dispose of any debris arising from the damage to or destruction of the works and to rebuild, restore, replace and/or repair the works"]
[]
[null,"c). The contractor to include for public liability cover"]
[]
[null,"(d) The contractor shall, if requested to do so, reinstate any damage or destroyed portions of the  works and the costs of such reinstatement shall be measured and valued in terms of 32.0 hereof"]
[]
[null,"10.6 Injury to Persons or loss of or damage to Properties"]
[]
[null,"(a) The contractor shall be liable for and hereby indemnifies the  employer against any liability, loss, claim or proceeding whether arising in common law or by statue, consequent upon personal injuries to or death of any person whomsoever arising out of or in the course of  or caused by the execution of the works unless due to any act or negligence of any person for whose actions the employer is legally liable "]
[]
[null,"(b) The contractor shall, upon receiving a contract instruction from the principal agent, cause the same to be made good in a perfect and workmanlike manner at his own cost and in default thereof the employer shall be entitled to cause it to be made good and to recover the cost thereof from the contractor or to deduct the same from amounts due to the contractor."]
[]
[null,"(c) The contractor shall be responsible for the protection and safety of such portions of the premises placed under his control by the employer for the purpose of executing the works until the issue of the certificate of practical completion."]
[]
[null,"(d)Where the execution of the works involves the risk of removal of or interference with support to adjoining properties including land or structures or any structures to be altered or added to, the contractor shall obtain adequate insurance and will remain adequately insured or insured to the specific limit stated in the contract against the death of or injury to persons or damage to such property consequent on such removal or interference with the support until such portion of the works has been completed."]
[]
[null,"(e) The contractor shall at all times proceed immediately at his own cost to remove or dispose of any debris and to rebuild, restore, replace and/or repair such property and to execute the works."]
[]
[null,"10.7 High risk insurance"]
[]
[null,"In the event of the project being executed in a geological area classified as a \"High Risk Area\", that is an area which is subject to highly unstable subsurface conditions that might result in catastrophic ground movement evident by sinkhole or doline formation the following will apply:"]
[]
[null,"10.7.1 Damage to the works"]
[]
[null,"The contractor shall, from the commencement date of the works until the date of the certificate of practical completion bear the full risk of and hereby indemnifies and holds harmless the employer against any damage to and/or destruction of the works consequent upon a catastrophic ground movement as mentioned above. The contractor shall take such precautions and security measures and other steps for the protection of the works as he may deem necessary.  When so instructed to do so by the principal agent, the contractor shall proceed immediately to remove and/or dispose of any debris arising from damage to or destruction of the works and to rebuild, restore, replace and/or repair the works, at the contractor's own costs."]
[]
[null,"10.7.2 Injury to persons or loss of or damage to property  The contractor shall be liable for and hereby indemnifies and holds harmless the employer against any liability, loss, claim or proceeding arising at any time during the period of the contract whether arising in common law or by statue, consequent upon personal injuries to or the death of any person whomsoever resulting from, arising out of or caused by a catastrophic ground movement as mentioned above.  The contractor shall be liable for and hereby indemnifies the employer against any and all liability, loss, claim or proceeding consequent upon loss of or damage to any moveable or immovable or personal property or property contiguous to the site, whether belonging to or under the control of the employer or any other body or person whomsoever arising out of or caused by a catastrophic ground movement, as mentioned above, which occured during the period of the contract."]
[]
[null,"10.7.3 It is the responsibility of the contractor to ensure that he has adequate insurance to cover his risk and liability as mentioned in 10.7.1 and 10.7.2. Without limiting the contractor's obligations in terms of the contract, the contractor shall, within twenty-one (21) calendar days of the commencement date but before commencement of the works, submit to the employer proof of such insurance policy, if requested to do so  "]
[]
[null,"10.7.4 The employer shall be entitled to recover any and all losses and/or damages of whatever nature suffered or incurred consequent upon the contractor's default of his obligations as set out in 10.7.1; 10.7.2 and 10.7.3. Such losses or damages may be recovered from the contractor or by deducting the same from any amounts still due under this contract or under any other contract presently or hereafter existing between the employer and the contractor and for this purpose all these contracts shall be considered one indivisible whole."]
[]
[null,"Fixed________Related______Time Related_____","Item"]
[]
[null,"A11.0 SPECIAL INSURANCES"]
[]
[null,"Clause 11.0"]
[]
[null,"Fixed_______Value Related______Time Related______","Item"]
[]
[null,"A12.0 EFFECTING INSURANCES"]
[]
[null,"Clause 12.0"]
[]
[null,"Fixed_______Value Related______Time Related______","Item"]
[]
[null,"A13.0 ASSIGNMENT"]
[]
[null,"Clause 13.0"]
[]
[null,"Fixed_______Value Related______Time Related______","Item"]
[]
[null,"A14.0 SECURITY"]
[]
[null,"Clause 14.0"]
[]
[null,"14.2 No clause  14.3 Where security as a variable construction guarantee has been chosen the following shall apply:  14.3.1 The contractor shall provide the employer with a variable construction guarantee initially equal in value to ten per cent (10%) of the contract sum.  14.3.2 The variable construction guarantee shall come into force, be administered and expire in terms of the JBCC Construction Guarantee form.  14.3.3 The employer shall return the variable construction guarantee to the contractor within fourteen (14) calendar days of its expiring."]
[]
[null,"14.3.4 Where the employer has a right of recovery against the contractor [33.0], the employer may issue a written demand in terms of the variable construction guarantee.  14.4 Where security as a fixed construction guarantee and payment reduction of the value certified has been chosen the following shall apply:  14.4.1 The contractor shall provide a fixed construction guarantee to the employer equal in value to five per cent (5%) of the contract sum. Clause 14.4.1 is deemed to be amended by the addition of the following below sentence.  No interest will be paid on such amount withheld.  14.4.2 The fixed construction guarantee shall come into force, be administered and expire in terms of the JBCC Construction Guarantee form.  14.4.3 The employer shall return the fixed construction guarantee to the contractor within fourteen (14) calendar days of its expiring.  14.4.4 The payment reduction to the value certified in a payment certificate shall be made [31.8, 34.8]  14.4.5 Where the employer has a right of recovery against the contractor [33.0], the employer may issue a written demand in terms of the fixed construction guarantee or may recover from the payment reduction [33.4] or both  14.5 Where security as an advance payment guarantee is to be provided by the contractor:  14.5.1 The guaranteed amount shall be equal in value to the cash advance requirement stated in the accepted tender, and  14.5.2 Such guarantee shall come into force, be administered and expire in terms of the JBCC Advance Payment Guarantee form, and  14.5.3 The employer shall return such guarantee to the contractor within fourteen (14) calendar days of its expiring.  14.6 Payments made by the guarantor to the employer in terms of a construction guarantee or an advance payment guarantee shall not prejudice the rights of the employer or contractor  14.7 Should the contractor fail to provide the security [14.1] the employer, in his sole discretion, may either:  14.7.1 Hand over the site to the contractor and withhold payment from the contractor until the amount withheld is equal to ten per cent (10%) of the contract sum. Such amount shall be reduced to two per cent (2%) of the contract sum on the achievement of practical completion [24.0] and to  zero per cent (0%) in the final payment certificate [34.8], or  14.7.2 Terminate this agreement [36.1.1]  14.8 A security held by the employer [14.3-5] shall be for the due fulfilment of the contractor's liability only and the employer hereby waives all common law rights to recover from or set-off against such security."]
[]
[null,"Fixed_______Value Related______Time Related______","Item"]
[]
[null,"EXECUTION"]
[]
[null,"A15.0 PREPARATION FOR AND EXECUTION OF THE WORKS"]
[]
[null,"Clause 15.0"]
[]
[null,"Clause 15.1.1 is amended by replacing it with:"]
[]
[null,"The security selected in terms of 14.0"]
[]
[null,"15.2 The employer shall:  15.2.1 Give possession of the site to the contractor on the date stated in the contract data."]
[]
[null,"A16.0 SITE AND ACCESS"]
[]
[null,"Clause 16.0"]
[]
[null,"Fixed_______Value Related______Time Related________","Item"]
[]
[null,"A17.0 CONTRACT INSTRUCTIONS"]
[]
[null,"Clause 17.0"]
[]
[null,"17.1 The principal agent may issue contract instructions to the contractor regarding:  17.1.6 Provision and testing of samples of materials and goods, specimens of finishes and assemblies of elements of the works.  17.1.14.1 Prime cost amounts and the purchase of materials and goods included therein.  17.1.15 Budgetary allowances and work executed by the contractor there under.  17.1.16 Contingency and other monetary provisions included in the contract sum"]
[]
[null,"Fixed________Value Related_______Time Related________","Item"]
[]
[null,"A18.0 SETTING OUT OF THE WORKS"]
[]
[null,"Clause 18.0"]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"TEMPORARY WORKS AND PLANT"]
[]
[null,"Clause 19.0"]
[]
[null,"Fixed_______Value Related_________Time Related_______","Item"]
[]
[null,"A2 NOMINATED SUB-CONTRACTORS"]
[]
[null,"Clause 2"]
[]
[null,"Clause 20.1.3 is amended by replacing it with the following:"]
[]
[null,"No Clause"]
[]
[null,"Note: See item B9.1 hereinafter for adjustment of attendance on nominated subcontractors executing work allowed for under provisional sums"]
[]
[null,"Fixed _______Value Related _______Time Related_______","Item"]
[]
[null,"A21.0 SELECTED SUBCONTRACTORS"]
[]
[null,"Clause 21.0"]
[]
[null,"Clause 21 is amended by replacing it with:"]
[]
[null,"No clause"]
[]
[null,"Fixed_______Value Related_________Time Related_______","Item"]
[]
[null,"A22.0 EMPLOYERS DIRECT CONTRACTORS"]
[]
[null,"Clause 22.0"]
[]
[null,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A23.0 CONTRACTOR'S DOMESTIC SUBCONTRACTORS"]
[]
[null,"Clause 23.0"]
[]
[null,"Fixed________Value Related_______Time Related_______","Item"]
[]
[null,"COMPLETION"]
[]
[null,"A24.0 PRACTICAL COMPLETION"]
[]
[null,"Clause 24.0"]
[]
[null,"Fixed_______Value Related_______Time Related_________","Item"]
[]
[null,"A25.0 WORKS COMPLETION"]
[]
[null,"Clause 25.0"]
[]
[null,"Fixed_______Value Related_______Time Related_________","Item"]
[]
[null,"A26.0 FINAL COMPLETION"]
[]
[null,"Clause 26.0"]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A27.0 LATENT DEFECTS LIABILITY PERIOD"]
[]
[null,"Clause 27.0","Item"]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A28.0 SECTIONAL COMPLETION"]
[]
[null,"Clause 28.0","Item"]
[]
[null,"The possibility of sectionalised completion exists in compiling the bid return"]
[]
[null,"Fixed_____Value Related______Time Related__________","Item"]
[]
[null,"A29.0 REVISION OF DATE FOR PRACTICAL COMPLETION"]
[]
[null,"Clause 29.0"]
[]
[null,"Clause 29.2.5 is amended by replacing it with:","Item"]
[]
[null,"29.2.5 Late acceptance by the principal agent of a design undertaken by a selected subcontractor where the contractor's obligations [4.3] have been met"]
[]
[null,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A3 PENALTY FOR LATE OR NON-COMPLETION"]
[]
[null,"Clause 3    One Cent (1) per One Hundred Rands (R100) per calender day"]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"PAYMENT"]
[]
[null,"A31.0 INTERIM PAYMENT TO THE CONTRACTOR"]
[]
[null,"Clause 31.8 is amended by replacing it with the following two alternative clauses:"]
[]
[null,"Alternative A"]
[]
[null,"31.8(A).1 Ninety-five per cent (95%) of such value in interim payment certificates issued up to the date of practical completion"]
[]
[null,"31.8(A).2 Ninety-seven per cent (97%) of such value in interim payment certificates issued on the date of practical completion and up to but excluding the date of final completion"]
[]
[null,"31.8(A).3 Ninety-nine per cent (99%) of such value in interim payment certificates issued on the date of final completion and up to but excluding the final payment certificate in terms of 34.6"]
[]
[null,"31.8(A).4 One hundred per cent (100%) of such value in the final payment certificate in terms of 34.6 except where the amount certified is in favour of the employer. In such an event the payment reduction shall remain at the adjustment level applicable to the final payment certificate."]
[]
[null,"Alternative B"]
[]
[null,"31.8(B) Where security as a payment reduction in terms of 14.7 has been selected, the value of the works in terms of 31.4.1 and materials and goods in terms of 31.4.2 shall be certified in full. The value certified shall be subject to the following percentage adjustments:"]
[]
[null,"31.8(B).1 Ninety per cent (90%) of such value in interim payment certificates issued up to the date of practical completion"]
[]
[null,"31.8(B).2 Ninety-seven per cent (97%) of such value in interim payment certificates issued on the date of practical completion and up to but excluding the date of final completion"]
[]
[null,"31.8(B).3 Ninety-nine per cent (99%) of such value in interim payment certificates issued on the date of final completion and up to but excluding the final payment certificate in terms of 34.6 "]
[]
[null,"31.8(B).4 One hundred per cent (100%) of such value in the final payment certificate in terms of 34.6 except where the amount certified is in favour of the employer. In such an event the payment reduction shall remain at the adjustment level applicable to the final payment certificate"]
[]
[null,"Clause 31.0"]
[]
[null,"Fixed_____Value Related______Time Related_______","Item"]
[]
[null,"A32.0 ADJUSTMENT TO THE CONTRACT VALUE"]
[]
[null,"Clause 32.0"]
[]
[null,"Clauses 32.5.1, 32.5.4 and 32.5.7 are amended by the addition of the following at the end of the sentence:"]
[]
[null,"due to no fault of the contractor"]
[]
[null,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A33.0 RECOVERY OF EXPENSE AND LOSS"]
[]
[null,"Clause 34.0"]
[]
[null,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"A34.0 FINAL ACCOUNT AND FINAL PAYMENT"]
[]
[null,"Clause 34.0"]
[]
[null,"Clause 34.1 is amended by removing \"#\" next to 34.1"]
[]
[null,"Clause 34.2 is amended by inserting \"#\" next to 34.2"]
[]
[null,"Clause 34.8 is amended by deleting the words \"where security as a fixed construction guarantee in terms of 14.4 has been selected or where payment reduction has been applied in terms of 14.7.1\""]
[]
[null,"Clause 34.13 is amended by replacing \"seven (7) calender days\" with \"twenty-one (21) calendar days\" and deleting the words \"subject to the employer giving the contractor a tax invoice for the amount due\""]
[]
[null,"Fixed______Value Related______Time Related________","Item"]
[]
[null,"A35.0 PAYMENT TO OTHER PARTIES"]
[]
[null,"Clause 35.0"]
[]
[null,"Fixed_____Value Related ______Time Related_______","Item"]
[]
[null,"CANCELLATION"]
[]
[null,"A36.0 CANCELLATION BY EMPLOYER - CONTRACTOR'S DEFAULT"]
[]
[null,"Clause 36.0"]
[]
[null,"Clause 36.1 is amended by the addition of the following clauses:"]
[]
[null,"36.1.3 refuses or neglects to comply strictly with any of the conditions of the contract"]
[]
[null,"36.1.4 estate being sequestrated, liquidated or surrendered in terms of the insolvency laws in force within the Republic of South Africa"]
[]
[null,"Clause 36.1.5 In the judgement of the employer, has engaged in corrupt or fraudulent practices in competing for or in executing the contract"]
[]
[null,"Clause 36.0 is amended by the addition of the following clause:"]
[]
[null,"36.7 Not withstanding any clause to the contrary, on cancellation of this agreement either by the employer or the contractor; or for any reason whatsoever, the contractor shall on written instruction, discontinue with the works on a date stated and withdraw himself from the site. The contractor shall not be entitled to refuse to withraw from the works on the grounds of any lien or right of retention or on the grounds of any other right whatsoever"]
[]
[null,"Fixed_______Value Related________Time Related______","Item"]
[]
[null,"A37.0 CANCELLATION BY EMPLOYER LOSS AND DAMAGE"]
[]
[null,"Clause 37.0"]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A38.0 CANCELLATION BY CONTRACTOR - EMPLOYER'S     DEFAULT"]
[]
[null,"Clause 38.0"]
[]
[null,"Clause 38.5.4 is amended by replacing \"ninety (90)\" with \"one-hundred and twenty (120)\""]
[]
[null,"A39.0 CANCELLATION - CESSATION OF THE WORKS"]
[]
[null,"Clause 39.0"]
[]
[null,"Clause 39.3.5 is amended by the addition of the following at the end of the sentence:  \"within one hundred and twenty (120) working days of completion of such a report\""]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"DISPUTE"]
[]
[null,"A4 DISPUTE SETTLEMENT"]
[]
[null,"Clause 4"]
[]
[null,"Clause 40.2.2 is amended by replacing \"one (1) year\" with \"three (3) years\""]
[]
[null,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"SUBSTITUTE PROVISIONS"]
[]
[null,"A41.0 STATE CLAUSES"]
[]
[null,"Clause 41.0"]
[]
[null,"Fixed________Value Related______Time Related________","Item"]
[]
[null,"CONTRACT DATA"]
[]
[null,"A42.0 PRE-TENDER INFORMATION"]
[]
[null,"Fixed________Value Related______Time Related________","Item"]
[]
[null,"Clause 42.1 CONTRACTING AND OTHER PARTIES"]
[]
[null,"42.1.1Employer: South Africa Broadcasting Corporation SOC LTDCorner of Artillery & Henley Road, Auckland Park, Johannesburg,2006 "]
[]
[null,"42.1.2Principal Agent: Gonang Consulting Services (Pty) LtdWild Fig Business Park,1494 Cranberry Street,Honeydew,2170"]
[]
[null,"Clause 42.2 CONTRACT DETAILS"]
[]
[null,"42.2.1Works DescriptionLifts and Escalators (New lifts and replacements). Auckland Park, Johannesburg "]
[]
[null,"42.2.2Site DescriptionCorner of Artillery & Henley Road, Auckland Park, Johannesburg,2006 "]
[]
[null,"42.2.3 Work or installations by others  including Furniture and special lighting equipment   N/A"]
[]
[null,"42.2.4 This agreement is for government contract where there are specific options that are applicable to a STATE organ only "]
[]
[null,"42.2.5 The date on which possession of the site shall be given to the contractor will be determined after all the requirements are met by the successful contractor.  "]
[]
[null,"42.2.6 Period for the commencement of the works after the contractor takes possession of the site shall be seven (7) days."]
[]
[null,"42.2.7 Completion of the work as a whole will be required;"]
[]
[null,"42.2.8For the works as a whole the intended date of practical completion and penalty per calendar day shall be:Penalty Amount    One (1) cent per One Hundred Rand (R100) per calender day  Date.  The date for practical completion is less than Thirty Two (32) months from site handover. "]
[]
[null,"42.2.12 Payment for materials and goods on site shall be made"]
[]
[null,"42.2.13 The Law applicable to this contract shall be that of South Africa (Country)"]
[]
[null,"42.2.14 The contract dispute resolution shall be arbitration"]
[]
[null,"42.2.15 The arbitration rules shall be as recommended by Association of Arbitrators (SA)"]
[]
[null,"Clause 42.3 INSURANCES"]
[]
[null,"42.3.1Construction risk effected by Contractor shall be limited to Contract Sum Plus 20% "]
[]
[null,"42.3.2 Contract works insurance to be effected by Contractor is the full value of works"]
[]
[null,"42.3.3 Public liability insurance to be effected by Contractor For the amount of R 3 000 000 per event  "]
[]
[null,"Fixed_________Value Related ______Time Related_______","Item"]
[]
[null,"Clause 42.4 DOCUMENTS"]
[]
[null,"42.4.1 Waiver of contractor's lien is required, the client shall provide a payment guarantee"]
[]
[null,"42.4.2 Three (3) copies of construction documentation to be supplied to the contractor free of charge"]
[]
[null,"42.4.3 Bills of Quantities  drawn up in accordance with the Standard System of Measuring Building Work issued by The Association of South African Quantity Surveyors  Edition No.6  Amendment 1999 as amended "]
[]
[null,"42.4.4 The priced bill of quantities to be submitted with the tender"]
[]
[null,"42.4.5 Engineering General Conditions are to be included with the contract documents N/A"]
[]
[null,"42.4.6 Alternative where the contract is not to be adjusted using CPAP N/A"]
[]
[null,"42.4.7 Details of changes made to the provisions of JBCC standard documentation"]
[]
[null,"SECTION B: JBCC PRELIMINARIES"]
[]
[null,"B1.0    DEFINITIONS AND INTERPRETATION"]
[]
[null,"B1.1    Definitions and interpretation"]
[]
[null,"See also clause A1.0 of Section A for additional and/or amended definitions which shall apply equally to this Section"]
[]
[null,"Fixed______Value Related______Time Related_________","Item"]
[]
[null,"B2.0    DOCUMENTS"]
[]
[null,"B2.1    Checking of documents"]
[]
[null,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B2.2    Provisional bills of quantities"]
[]
[null,"Fixed______ Value Related ______Time Related_____","Item"]
[]
[null,"B2.3    Availability of construction documentation"]
[]
[null,"Fixed_______ Value Related ______Time Related______","Item"]
[]
[null,"B2.4    Interests of agents"]
[]
[null,"Fixed_________Value Related ______Time Related_______","Item"]
[]
[null,"B2.5    Priced documents"]
[]
[null,"Fixed_______ Value Related ________Time Related_______","Item"]
[]
[null,"B2.6    Tender submission"]
[]
[null,"Clause 2.6 is amended by replacing \"JBCC form of tender\" with \"Form of Offer and Acceptance\""]
[]
[null,"Fixed________ Value Related ______Time Related","Item"]
[]
[null,"B3.0   THE SITE"]
[]
[null,"B3.1    Defined works area"]
[]
[null,"Fixed_______ Value Related ______Time Related","Item"]
[]
[null,"B3.2    Geotechnical investigation"]
[]
[null,"Fixed______Value Related ________Time Related_______","Item"]
[]
[null,"B3.3    Inspection of the site"]
[]
[null,"Fixed_______Value Related______Time Related_________","Item"]
[]
[null,"B3.4    Existing premises occupied"]
[]
[null,"Fixed______Value Related ______Time Related_______","Item"]
[]
[null,"B3.5    Previous work - dimensional accuracy  All dimensions are to be taken on site"]
[]
[null,"Fixed _____Value Related ______Time Related ________","Item"]
[]
[null,"B3.6    Previous work - defects"]
[]
[null,"Fixed _______Value Related ______Time Related_______","Item"]
[]
[null,"B3.7   Services - known"]
[]
[null,"Fixed_______Value Related ______Time Related________","Item"]
[]
[null,"B3.8   Services - unknown"]
[]
[null,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B3.9    Protection of trees "]
[]
[null,"Fixed _______Value Related ______Time Related_______","Item"]
[]
[null,"B3.10  Articles of value"]
[]
[null,"Fixed_______Value Related ______Time Related________","Item"]
[]
[null,"B3.11  Inspection of adjoining properties"]
[]
[null,"Fixed_______Value Related_______Time Related________","Item"]
[]
[null,"B4.0    MANAGEMENT OF CONTRACT"]
[]
[null,"B4.1    Management of the works"]
[]
[null,"Fixed______Value Related ______Time Related________","Item",1]
[]
[null,"B4.2    Programme for the works"]
[]
[null,"Fixed _____Value Related ______Time Related ________","Item"]
[]
[null,"B4.3    Progress meetings"]
[]
[null,"Fixed ______Value Related ______Time Related________","Item"]
[]
[null,"B4.4    Technical meetings"]
[]
[null,"Fixed______Value Related ______Time Related_________","Item"]
[]
[null,"B4.5    Labour and plants records"]
[]
[null,"Fixed_______Value Related_______Time Related_________","Item"]
[]
[null,"B5.0   SAMPLES, SHOP DRAWINGS AND MANUFACTURES' INSTRUCTIONS"]
[]
[null,"B5.1    Samples of materials"]
[]
[null,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"B5.2    Workmanship samples"]
[]
[null,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"B5.3   Shop drawings  Not withstanding the content of this clause, the following specific shop drawing requirements are to be complied with.  Specific shop drawings of routes, elevations and details required - All steel work - All structural steel including roof -All structural timber including roof - All electrical work - All mechanical, including lifts, wet services - Legislative fire signage"]
[]
[null,"Fixed______Value Related________Time Related________","Item"]
[]
[null,"B5.4    Compliance with manufacture's instructions"]
[]
[null,"Fixed______Value Related ______Time Related__________","Item"]
[]
[null,"B6.0    TEMPORARY WORKS AND PLANT"]
[]
[null,"B6.1    Deposits and fees  Included"]
[]
[null,"Fixed______Value Related _______Time Related__________","Item"]
[]
[null,"B6.2     Enclosure of the works  The contractor shall erect, maintain and remove at completion, hoarding with gantries, fans, safety screens, barriers, access gates, covered gangways and the like as necessary for the enclosures of the works and elements thereof all for the protection of the public and others. "]
[]
[null,"Fixed______Value Related______Time Related___________"]
[]
[null,"B6.3     Advertising"]
[]
[null,"Fixed______Value Related______Time Related___________"]
[]
[null,"B6.4    Plant, equipment, sheds and offices  "]
[]
[null,"Fixed_______Value Related_______Time Related________","Item"]
[]
[null,"B6.5    Main notice board"]
[]
[null,"Fixed______Value Related ______Time Related__________","Item"]
[]
[null,"B6.6    Subcontractor's notice board"]
[]
[null,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B7.0     TEMPORARY SERVICES"]
[]
[null,"B7.1   Location"]
[]
[null,"Fixed______Value Related ______Time Related_______","Item"]
[]
[null,"B7.2     Water  Option C of the contract"]
[]
[null,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B7.3     Electricity  Option C of the contract"]
[]
[null,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B7.4     Telecommunication facilities"]
[]
[null,"Fixed________Value Related_____Time Related________","Item"]
[]
[null,"B7.5     Ablution facilities  Option B of the contract"]
[]
[null,"Fixed_______Value Related_____Time Related________","Item"]
[]
[null,"B8.0     PRIME COST AMOUNTS"]
[]
[null,"B8.1     Responsibility for prime cost amounts"]
[]
[null,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B9.0     FINANCIAL ASPECTS"]
[]
[null,"B9.1     General Attendance"]
[]
[null,"Fixed_______Value Related______Time Related_______","Item"]
[]
[null,"B9.2     Special attendance"]
[]
[null,"Fixed______Value Related ______Time Related________","Item"]
[]
[null,"B9.3 Commissioning - fuel, water and electricity"]
[]
[null,"Fixed_______Value Related ______Time Related_______","Item"]
[]
[null,"B1      FINANCIAL ASPECTS"]
[]
[null,"B10.1      Statutory taxes, duties and levies"]
[]
[null,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B10.2      Payment for preliminaries  Option [B] shall apply"]
[]
[null,"Fixed_______Value Related________Time Related______","Item"]
[]
[null,"B10.3      Adjustment of preliminaries"]
[]
[null,"Clauses B10.3.1 and B10.3.2 are amended by replacing \"within fifteen (15) working days of taking possesssion of the site\" with \"when submitting his priced Bills of quantities / lump sum document\""]
[]
[null,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B10.4      Payment certificate cash flow"]
[]
[null,"Fixed______Value Related_______Time Related_______","Item"]
[]
[null,"B11.0    GENERAL"]
[]
[null,"B11.1    Protection of the works YES"]
[]
[null,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"B11.2   Protection / isolation of existing / sectionally occupied works YES"]
[]
[null,"Fixed______Value Related_______ Time Related_______","Item"]
[]
[null,"B11.3     Security of the works"]
[]
[null,"Fixed______Value Related ______Time Related________","Item"]
[]
[null,"B11.4    Notice before covering the work"]
[]
[null,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"B11.5    Disturbance"]
[]
[null,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"B11.6     Environmental disturbance"]
[]
[null,"Fixed______Value Related______ Time Related_______","Item"]
[]
[null,"B11.7    Works cleaning and clearing"]
[]
[null,"Fixed______Value Related ______Time Related_______","Item"]
[]
[null,"B11.8     Vermin"]
[]
[null,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"B11.9    Overhand work"]
[]
[null,"Fixed______Value Related ______Time Related________","Item"]
[]
[null,"B11.10    Instruction manuals and guarantees"]
[]
[null,"Fixed______Value Related_______ Time Related_______","Item"]
[]
[null,"B11.11    As built information"]
[]
[null,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"B11.12    Tenant installations"]
[]
[null,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"B12.0 SCHEDULE OF VARIABLES"]
[]
[null,"B12.1    Schedule of variables"]
[]
[null,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"This schedule contains all variables referred to in this document and is divided into pre-tender and post-tender categories. The pre-tender category must be completed in full and included in the tender documents. Both the pre-tender and post-tender categories form part of these Preliminaries.  Spaces requiring information must be filled in, shown as \"not applicable\" or deleted and not left blank. Where choices are offered, the non-applicable items are to be deleted. Where insufficient space is provided the information should be annexured hereto and cross-referenced to the applicable clause of the schedule. Key cross reference clauses are italicised  in [ ] brackets "]
[]
[null,"12.1 PRE-TENDER INFORMATION"]
[]
[null,"12.1.1 Provisional Bills of Quantities"]
[]
[null,"(2.2) The quantities are provisional                                YES"]
[]
[null,"12.1.2 Availability of construction documentation"]
[]
[null,"(2.3) Construction documentation is complete               NO"]
[]
[null,"12.1.3 Interest of agents"]
[]
[null,"(2.4) Details"]
[]
[null,"12.1.4 Defined works area (3.1)   The works are to be constructed on various existing SABC buildings in the Auckland Park Campus"]
[]
[null,"12.1.5 Geotechnical investigation (3.2) Details:  Geotechnical Investigations were conducted for the new\nlifts, TVOB, TV Parkade, and GSM."]
[]
[null,"12.1.6 Existing premises occupied (3.4) Specific requirements:  Tenderer will have to liaise with SABC Representatives in order to program the work in such a way as to cause least inconvenience "]
[]
[null,"12.1.7 Previous work - dimensional accuracy (3.5) Details: "]
[]
[null,"12.1.8 Previous work defects (3.6) Details: "]
[]
[null,"12.1.9 Services - known (3.7) Details: "]
[]
[null,"12.1.10 Protection of trees (3.9) Specific requirements:  All trees should be protected and only on instruction of the principal agent may any trees be removed"]
[]
[null,"12.1.11 Inspection of adjoining properties (3.11) Specific requirements: "]
[]
[null,"12.1.12 Enclosure of the works (6.2) Specific requirements: "]
[]
[null,"12.1.13 Offices (6.4.3)   Specific requirements  The Contractor will provide an existing space for project meetings."]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.14 Main notice board [6.5]      Specific requirements  The contractor shall provide, erect where directed            maintain and remove on completion of the works a             notice board size 3 x 3m (drawing to be provided by PA),"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.15  Subcontractors' notice board[6.5]      A notice board is required            Specific requirements             No"]
[]
[null,"12.1.16 Water7.20 option A (by contractor) option B (by employer - free of charge) option C (by employer - metered) YES",{"$nulls":5}," "]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.17"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.18 Telecommunications[7.4] option A (by contractor) YES option B (by employer - free of charge) option C (by employer - metered)            Telephone            Facsimile            E-mail"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.19 Ablution Facilities[7.5] option A (by contractor) option B (by employer - free of charge) option C (by employer - metered) YES"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.20 Protection of existing / sectionally occupied works [11.2] Protection required"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.21 Special Attendance[9.2] Subcontractor (1) details:                        Subcontractor (2) details:            Subcontractor (3) details:            Subcontractor (4) details:"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.22 Protection of the works [11.1] Special requirements"]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"12.1.23 Disturbance[11.5] Specific requirements            The contractor shall keep the site, structures, etc well            watered during operations to prevent dust and shall             provide and erect and remove on"]
[]
[null,"12.1.24 Environmental disturbance [11.6] Special requirements"]
[]
[null,"12.2 POST-TENDER INFORMATION"]
[]
[null,"12.2.1 Payment of preliminaries [10.2] Option A (pro rated) YES/NO  Option B (calculated) YES/NO"]
[]
[null,"12.2.2 Adjustment of preliminaries [10.30] Option A (three categories) YES/NO Option B (detailed breakdown) YES/NO"]
[]
[null,"12.2.3 Additional agreed preliminaries items Details: N/A"]
[]
[null,"SECTION C: SPECIFIC PRELIMINARIES"]
[]
[null,"Section C contains specific preliminary items which apply to this contract except where N/A (Not Applicable) appears against an item"]
[]
[null,"C1.0 CONTRACT DRAWINGS"]
[]
[null,"A full set of drawings is issued with the tender documents indicating the full scope of the work to enable the tenderer to acquaint himself with the nature and extent of the works and the manner in which they are to be executedShould any part of the drawings not be clearly understood by the tenderer he shall, before submitting his tender, obtain clarification in writing from the principal agent "]
[]
[null,"Fixed_______Value Related_______Time Related","Item"]
[]
[null,"C2.0 GENERAL PREAMBLES"]
[]
[null,"The document \"Construction Works: Specifications: General Specification (PW371-A) edition 2.0\" is obtainable on the Department's website (http://www.publicworks.gov.za/ under \"Consultants Guidelines\") or from the head office and all regional offices of the Department, and shall be read in conjuction with the bills of quantities and be referred to for the full description of work to be done and materials to be used  The document \"Construction Works: Specifications: Particular Specification (PW371-B) edition 2.0\" is issued together with the drawings and shall be read in conjunction with the drawings and the bills of quantities"]
[]
[null,"Fixed_______Value Related______Time Related_______","Item"]
[]
[null,"C3.0 TRADE NAMES"]
[]
[null,"Wherever trade name for any product has been described in the bill of quantities, the tenderer's attention is drawn to the fact that any other product of equal quality may be used subject to the written approval of the principal agent being obtained prior to the closing date for submission of tender  if prior written approval for an alternative product is not obtained, the product described shall be deemed to have been tendered for"]
[]
[null,"Fixed_______Value Related______Time Related_______","Item"]
[]
[null,"C4.0 IMPORTED MATERIALS AND EQUIPMENT"]
[]
[null,"Where imported items are listed in the tender documents, the tenderer shall provide all the information called for, failing which the price of any such item, materials or equipment shall be excluded from currency fluctuations, (refer to New Lifts, Refurbishment and Escalators Tender Price Schedule of Imported Materials and Equipment to be completed by tenderer)  Notwithstanding any provisions elsewhere regarding the adjustment of contract prices, the price of any item, material or equipment listed in terms of this clause shall be excluded from the Contract Price Adjustment Provisions (if applicable)"]
[]
[null,"Fixed_______Value Related______Time Related_______","Item"]
[]
[null,"C5.0 VIEWING THE SITE IN SECURITY AREAS"]
[]
[null,"The site is situated in a security area and the tenderer must arrange with the SABC security or other responsible officer to obtain permission to enter the site for tendering purposes N/A"]
[]
[null,"Fixed______Value Related________Time Related__________","Item"]
[]
[null,"C6.0 COMMENCEMENT OF WORKS IN SECURITY AREAS "]
[]
[null,"As the works falls within a security area the contractor must give the SABC security or other responsible person's notice before commencement of the works. Should the contractor fail to make such arrangements, admission to the site may be refused and any additional costs will be for the contractor's account   APPLICABLE"]
[]
[null,"Fixed______Value Related________Time Related__________","Item"]
[]
[null,"C7.0 ENTRANCE PERMITS TO SECURITY AREAS"]
[]
[null,"As the works falls within a security area the contractor shall obtain entrance permits for his personnel and workmen entering the area and shall comply with all regulations and instructions which may be issued from time to time regarding the protection of persons and property under the control of the SABC security.    APPLICABLE"]
[]
[null,"Fixed______Value Related________Time Related__________","Item"]
[]
[null,"C8.0 SECURITY CHECK OF PERSONNEL"]
[]
[null,"The principal agent may require the contractor  to have his personnel and workmen, or a certain number of them, security classified  In the event of the principal agent requesting the removal of a person or persons from the works for security reasons, the contractor shall do so forthwith and shall thereafter ensure that such person or persons are denied access to the works and the site and/or to any document or information relating to the works   APPLICABLE"]
[]
[null,"Fixed______Value Related________Time Related__________","Item"]
[]
[null,"C9.0 PROHIBITION OF TAKING OF PHOTOGRAPHS"]
[]
[null,"It is prohibited to sketch or to take photographs of any\nbuilding or building work on the site, be in possession of\na camera or any other apparatus used for taking of\nphotographs without permission."]
[]
[null,"Fixed_______Value Related________Time Related______","Item"]
[]
[null,"C1   HIV/AIDS AWARENESS"]
[]
[null,"It is required of the contractor to thoroughly study the HIV/AIDS Specification (PW 1544) of the Department that must be read together with and is deeemed to be incorporated under this Section of the bills of quantities. Provision for pricing of HIV/AIDS awareness is made under items C10.1 to C10.5 hereafter and it is explicitly pointed out that all requirements of the aforementioned specification are deemed to be priced hereunder, as the said items represent only method of measurement and no additional items or extras to the contract in this regard shall be entertained"]
[]
[null,"The Contractor must take note that compliance with the HIV/AIDS Specification is compulsory. in the event of partial or total non-compliance, the principal agent, notwithstanding the provisions of clause A 31.0 of Section A or any other clause to the contrary, reserves the right to delay issuing any progress payment certificate until the contractor provides satisfactory proof of compliance. The contactor shall not be entitled to any compensation of whatsoever nature, including interest, due to such delay of payment. "]
[]
[null,"C10.1   AWARENESS CHAMPION"]
[]
[null,"Selection, appointment, briefing and making available of an Awareness Champion including provisional of all relevant services, all in accordance with the HIV/AIDS Specification"]
[]
[null,"Fixed______Value Related _______Time Related________","Item"]
[]
[null,"C10.2   AWARENESS WORKSHOPS"]
[]
[null,"Selection and appointment of a competent Service Provider approved by the Principal Agent, provision of a Service Provider Workshop Plan and a suitable venue, conducting of awareness workshops by means of traditional and/or modern media techniques, including follow-up courses, making available all tuition material and performing assessment procedures, all in accordance with the HIV/AIDS Specification"]
[]
[null,"Fixed_______Value Related ________Time Related_______","Item"]
[]
[null,"C10.3   POSTERS, BOOKLETS, VIDEOS, ETC"]
[]
[null,"Provision, displaying, maintaining and replacing when necessary of four plastic laminated posters, booklets and educational videos, etc, for the duration of the construction period, all in accordance with the HIV/AIDS Specification"]
[]
[null,"Fixed______Value Related _______Time Related________","Item"]
[]
[null,"C10.4   ACCESS TO CONDOMS"]
[]
[null,"Provision and maintenance of condom dispensers fixed in position, including male and female condoms, replenishing male and female condoms on a daily basis as required for the duration of the construction period, all in accordance with the HIV/AIDS Specification"]
[]
[null,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"C10.5      MONITORING"]
[]
[null,"Monitoring HIV/AIDS awareness of workers, providing the principal agent with access to information including making available all reports, throughly completed and reflecting the correct information, for the duration of the construction period and close out, all in accordacnce with the HIV/AIDS Specification."]
[]
[null,"C10.6   Non cession of monies"]
[]
[null,"Clause 10.6"]
[]
[null,"C10.7 MONEY PROVISION"]
[]
[null,"Community Liaison Officer"]
[]
[null,"NOT APPLICABLE"]
[]
[null,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"C11.0      OCCUPATIONAL HEALTH AND SAFETY ACT"]
[]
[null,"The contractor shall comply with all the requirements set out in the Construction Regulations, 2014 issued under the Occupational Health and Safety Act, 1993 (Act No.85 of 1993).  It is required of the contractor to thoroughly study the Health and Safety Specification that must be read together with the Construction Regulations and is\ndeemed to be incorporated under this Section of the\nbills of quantities /lump sum document.  The contractor must take note that compliance with the Occupational Health and Safety Act, Construction Regulations and Health and Safety Specification is compulsory. In the event of partial or total non-compliance, the principal agent, not withstanding the provisions of clause A31.0 of Section A or any other clause to the contrary, reserves the the right to delay issuing any progress payment certificate until the contractor provides satisfactory proof of compliance. The contractor shall not be entitled to any compensation of whatsoever nature, including interest, due to such delay of payment.  Provision for pricing of the Occupational Health and Safety Act, Construction Regulations and Health and Specification is made under this clause and it is explicitly pointed out that all requirements of the aforementioned are deemed to be priced hereunder and no additional claims in this regard shall be entertained"]
[]
[null,"Fixed_______Value Related_______Time Related________","Item"]
[]
[null,"Notify the provincial director in writing of the commencement of construction work with and including submission of a letter of receipt and acknowledgement of the aforementioned notice by the director of his/her representative","SUM"]
[]
[null,"Allow for the necessary Workman’s Compensation Fund or FEM contributions for the duration of the project with and including renewals","SUM"]
[]
[null,"Allow for the preparation and approval of project-specific H&S Plan & File  [CR 7(1)(a)]","SUM"]
[]
[null,"Allow for the implementation and maintenance of project-specific H&S Plan & File. [CR 7]","SUM"]
[]
[null,"Allow for the appointment of a Full-Time Competent Construction Health & Safety Officer to assist in the control of all health and safety related aspects on site as per  [CR 8(5)]","SUM"]
[]
[null,"Provide for appointment of responsible and competent person/s to manage and supervise the works and administer and enforce health and safety on site as per [CR 8(1),(2), &(7)","SUM"]
[]
[null,"Allow for provision of telecommunication facilities for the appointed Construction Health & Safety Officer","SUM"]
[]
[null,"Allow for provision of Basic Emergency Preparedness and Response equipment & at least Level 2 First Aider/s","SUM"]
[]
[null,"Provide, supply and maintenance for each worker the following SANS approved personal protective equipment & clothing  as per the site-specific risk assessments:"]
[]
[null,"Hard Hats(High Density polyethylene, & 6-point lining)","Item"]
[]
[null,"Overall/work suit (100% Cotton)","Item"]
[]
[null,"Safety boots/shoes (Steel-Toe)","Item"]
[]
[null,"Safety gloves","Item"]
[]
[null,"Ear Plugs/Muffs","Item"]
[]
[null,"Dust Mask(at least FF2 type)","Item"]
[]
[null,"Respirators","Item"]
[]
[null,"Safety goggles","Item"]
[]
[null,"Personal Fall arrest  and rescue equipment with and including life lines and associated equipment","Item"]
[]
[null,"High visibility reflective vests and/or bibs","Item"]
[]
[null,"Temporary handrails ,toe boards other than for access scaffolding","Item"]
[]
[null,"Temporary warning signs and symbols","Item"]
[]
[null,"SANS approved safety netting (orange color with minimum of 1,2 meters high)","Item"]
[]
[null,"Allow for Pre-employment medical examinations","Item"]
[]
[null,"Allow for exit medical examinations","Item"]
[]
[null,"Allow for Covid-19 compliance, protocol (Sanitizer, face mask, temperature reader, etc,)","Item"]
[]
[null,"HEALTH AND SAFETY EDUCATION"]
[]
[null,"Allow for HIV/AIDS awareness and Implementation programmes, including STI and TB","Item"]
[]
[null,"Allow for all compulsory health and safety awareness programme (e.g. Inductions, toolbox Talks, Safety Promotions, H&S related training, including covid-19 compliance, etc.)","Item"]
[]
[null,"ENVIRONMENTAL "]
[]
[null,"Provide for adequate handling and storage of materials so as to minimize contamination of ground, air or water.","Item"]
[]
[null,"Provide for the adequate and safe collection and disposal of waste material from site by an approved method.","Item"]
[]
[null,"Provide Facilities and Eating Area for workers.","Item"]
[]
[null,"Provide for rehabilitation on completion of site areas and temporary access routes not covered by construction or landscaping specifications.","Item"]
[]
[null,"Provide for stockpiling of topsoil for re-use","Item"]
[]
[null,"C19 CONSTRUCTION QUALITY MANAGEMENT AND QUALITY MONITORING  "]
[]
[null," 1. The Contractor shall submit with his tender, a Construction Quality Management Plan (CQMP). This plan shall include the name and CV of the individual who will be responsible for construction quality management on site. This person shall be a different person from the Contractor’s site representative (JBCC clause 6.0). The CQMP shall, among others, provide details of how the representatives of the PA responsible for the specific discipline will interface with the quality management function of the contractor.  2. The PA shall submit, for approval by the SABC a CQMP before construction commences.  3. The PA shall submit both the CQMP prepared by the contractor and the construction quality monitoring plan prepared by the PA to the SABC for approval before the site is handed over to the contractor for construction. 7.3.2 Should the quality not be to the satisfaction of the SABC, the SABC may request an update of the plans to be submitted within five (5) working days. SABC will apply internationally accepted criteria for the review of the quality plans. 7.3.3 Should the quality plans not be to the satisfaction of the SABC after a further request, the SABC will have the right: 1. to prescribe to the PA and the PA the quality procedure to follow; or 2. to cancel the contracts of the PA, the PSPs and the contractor with the right to recover any relevant cost if the IA fails to follow quality procedures as set out under 7.3.3 \f \fFixed:_____________ Value related:____________ Time related:______________","Item"]
[]
[null,"PROGRAMME"]
[]
[null,"Tenderers to submit a proposed construction programme, such programme is to clearly show the critical path items, sequence & duration of the works and proposed Practical completion dates. Tenderers are to allow 10 working days for adverse weather conditions in the programme, delay claims related to adverse weather will be claimed and deducted accordingly from the programme. Such delays will only have cost implications once the number of days claimed exceed the 5 days allowed for in the programme.  "]
[]
[]
[]
[null,"SECTION 2"]
[]
[null,"BILL NO. 1"]
[]
[null,"ALTERATIONS - TVOB LIFT (CPAP Work Group No. 102 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"All tenderers will be deemed to have visited the site prior tosubmitting their tender to determine the nature and extent of the alteration and demolition work and the value of the materials to be recovered.No claim for a variation in the contract sum or the creditallowance for recoverable materials in respect of alteration/demolition items will be considered.All sizes and dimensions stated herein are approximate and deemed only sufficient to identify the item of work concerned.In taking down and removing existing work the utmost care must be taken to avoid any structural or other damage to the remaining portions of the building and the Contractor shall provide all shoring, needling, strutting, etc. to ensure the stability of all structures during the alteration/demolition work. The Contractor will be held solely responsible for the safety and stability of the buildings for the whole period of the contract and must make good any damage at his ownexpense.The Contractor shall provide and afterwards remove all necessary temporary tarpaulins, barricades, screens, fencing, temporary waterproofing, dust proofing, etc. required to isolate any sections of new or existing buildings for purposes of excluding users of the remainder of the building or any unauthorised persons all to the satisfaction of the Representative/Agent and remove when directed.The Contractor shall cover up and protect from injury all work not removed and shall make good at his own expense any damage that may occur. Existing services must be maintained at all times to the existing buildings. If it is found necessary to disconnect any service than suitable temporary or alternate services must be provided to the existing buildings.Special care shall be exercised during the progress of the work to ensure that any electrical installation, water supply  pipes, telephone and other services which may be encountered are not intefered with and notice must be given to the Representive/ Agent if any disconnection or alterations become necessary.The Contractor shall take all precautions to protect the existing roads,paving and gardens from damage during the course of the contract and on complation he shall clear away  and make good all damage at his own expense.Building up of existing openings where given in number shall be deemed to include preparing existing surfaces all round, brickwork properly toothed and bonded to existing and shot pinned to concrete, wedging up and making good finishes on both sides to match existing.Taking down existing walls is to include for dead shoring andpropping under existing concrete slabs, beams, roof timbers, etc., for removing doors, windows, skirtings, curtain tracks, pelmets, cornices, etc. fixed to same and for making good to walls , floors, ceilings, etc. as described.Removal of doors, windows, fittings, etc., is to include for their removal complete with frames, ironmongery, glass, quadrants, architraves, skirtings, burglar bars and all accessories to walls, reveals, around openings, for cutting out cills, etc., for hacking up flooring at openings and for making good.  Any water supply or other piping, etc. that may be encountered and found necessary to disconnect or cut are to be effectually stopped off and any new connections that may be necessary shall be made with the proper fittings to the satisfaction of the Representative/Agent.Where sanitary fittings, geysers, etc are to be removed the Contractor shall allow for removing all exposed waste or water supply pipes to the nearest suitable junction or connection and stopping off, as well as for making good plaster, screeds, etc.The Contractor shall remove from the site all material, rubble, debris,rubbish, etc. resulting from the alterations/demolitions."]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"General"]
[]
[null,"The contractor shall carry out the whole of the work with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their residents.The contractor shall provide proper protection and provide and erect any temporary tarpaulins and temporary plumbing that may be necessary during the progress of the works, all to the satisfaction of the principal agent and remove when directed"]
[]
[null,"Any water supply pipes and other piping that may be met with and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the principal agent"]
[]
[null,"Doors, fanlights, fittings, frames, linings, etc shall be thoroughly overhauled before refixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery if necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber"]
[]
[null,"Where doors, windows, etc are described as taken out this shall be understood to include for removal of all beads, architraves, ironmongery, etc and doors which are re-fixed are to be provided with new architraves (elsewhere measured)  Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good to match existing  With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, etc. shall be levelled and prepared for raising of brickwork  Allow for making good all existing plastered walls where damaged by furniture, etc. and stopping up all screw and nail holes before painting  Making good of finishes shall be deemed to include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary  The contractor will be required to take all dimensions affecting the existing building on the site and the contractor will be held solely responsible for the accuracy of all such dimensions"]
[]
[null,"In taking down and removing existing work the utmost care shall be observed to prevent any structural or other damage to remaining portions of the building.The contractor shall ensure the stability of all structures during alteration work."]
[]
[null,"The contractor shall be responsible for the removal from the site of all materials, debris and rubble resulting from the alterations.The contractor shall further ensure that the existing water channels and drains are kept free from any such materials during the demolitions of existing structures, and throughout the duration of the contract."]
[]
[null,"In removing of rubble from rooms, contractor shall insure that the rubble gets removed from site and taken to an appropriate Municiple dumping site.  The cost of removing rubble from site shall include transportation of rubble to an apropriate Municiple dumping site."]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"DEMOLITIONS"]
[]
[null,"Breaking up and removing reinforced concrete"]
[]
[1,"Concrete retaining wall","m2",8]
[]
[2,"Breakaway the concrete roof to form light","m2",27]
[]
[null,"TEMPORARY BARRICADES, SCREENS, ETC"]
[]
[null,"Temporary barricades, screens, roofs, etc including removal"]
[]
[3,"3600mm high drywall barricade/shutter boards or similar approved hoard, including timber door 813 x 2032mm high, including \"Alnet premium 40\" green shade cloth or similar approved with covid-19 regulations signs and occupational health and safety signs","m",13]
[]
[4,"Diamond mesh fence 1.8mm x 75mm x 1800mm high with 38mm post and stay at 2000mm centres, including 34mm diamond mesh double gate size 1800 x 1800mm high, including \"Alnet premium 40\" green shade cloth or similar approved","m",50]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"REMOVAL OF EXISTING WORK"]
[]
[null,"Carefully remove existing paving blocks and to be re-used later and measured elsewhere"]
[]
[5,"Paving block","m2",15]
[]
[null,"Breaking down and removing brickwork etc"]
[]
[6,"Half brick wall","m2",84]
[]
[7,"One brick wall","m2",49]
[]
[8,"Cavity wall","m2",17]
[]
[9,"One and half brick wall","m2",17]
[]
[null,"Removal of suspended floors, panelling, ceilings, etc"]
[]
[10,"Ceilings","m2",59]
[]
[11,"Carpet","m2",21]
[]
[null,"Removal of dry wall partitions"]
[]
[12,"Dry wall at first floor","m",3]
[]
[null,"Remove existing floor finish and install new floor finish measured elsewhere."]
[]
[13,"To floor","m2",59]
[]
[null,"Taking out and removing doors, windows, etc from brickwork to be demolished"]
[]
[14,"Timber single door and frame n.e 2.5m2 overall from half brick wall","No",4]
[]
[null,"OPENINGS"]
[]
[null,"Cutting through brick wall to make an opening including installing the lintels and making good to finishes all round"]
[]
[15,"Brickwall","No",4]
[]
[null,"WORKING IN PATCHES"]
[]
[null,"Brickwork in NFP bricks in class II mortar in building up openings"]
[]
[16,"One brick walls","m2",61]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for all unforeseen structural defects, structural repairs"]
[]
[17,"Allowance for sum of R10 000 (Ten Thousand Rand Only) for structural repairs on staircase","Item",1,{"v":10000,"d":"R10,000.00"},{"$f":"D1167*E1167","v":{"v":10000,"d":"R10,000.00"}}]
[]
[null,"PRIME COST AMOUNTS"]
[]
[18,"Allow for the stripping of all existing electrical services.","Hrs","15.00"]
[]
[]
[]
[null,"SECTION 2"]
[]
[null,"BILL NO. 2"]
[]
[null,"ALTERATIONS - RENAISSANCE LIFT (CPAP Work Group No. 102 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"TEMPORARY BARRICADES, SCREENS, ETC"]
[]
[null,"Temporary barricades, screens, roofs, etc including removal"]
[]
[1,"3600mm high drywall barricade/shutter boards or similar approved hoard, including timber door 813 x 2032mm high, including \"Alnet premium 40\" green shade cloth or similar approved with covid-19 regulations signs and occupational health and safety signs","m",33]
[]
[2,"900 x 2032mm high suitable for drywall","No",2]
[]
[null,"REMOVAL OF EXISTING WORK"]
[]
[null,"Breaking down and removing brickwork etc"]
[]
[3,"One brick wall","m2",4]
[]
[null,"Taking out doors, windows etc including thresholds, sills, etc (Building up opening elsewhere and brick up and opening elsewhere)"]
[]
[4,"Lift door and frame 3940 x 3500 overall from one brick wall","No",2]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for all unforeseen structural defects, structural repairs"]
[]
[5,"Allowance for sum of R10 000 (Ten Thousand Rand Only) for structural repairs ","Item",1,{"v":10000,"d":"R10,000.00"},{"$f":"D1207*E1207","v":{"v":10000,"d":"R10,000.00"}}]
[]
[]
[]
[null,"SECTION 2"]
[]
[null,"BILL NO. 3"]
[]
[null,"ALTERATIONS - TV PARKADE LIFT (CPAP Work Group No. 102 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"All tenderers will be deemed to have visited the site prior tosubmitting their tender to determine the nature and extent of the alteration and demolition work and the value of the materials to be recovered.No claim for a variation in the contract sum or the creditallowance for recoverable materials in respect of alteration/demolition items will be considered.All sizes and dimensions stated herein are approximate and deemed only sufficient to identify the item of work concerned.In taking down and removing existing work the utmost care must be taken to avoid any structural or other damage to the remaining portions of the building and the Contractor shall provide all shoring, needling, strutting, etc. to ensure the stability of all structures during the alteration/demolition work. The Contractor will be held solely responsible for the safety and stability of the buildings for the whole period of the contract and must make good any damage at his ownexpense.The Contractor shall provide and afterwards remove all necessary temporary tarpaulins, barricades, screens, fencing, temporary waterproofing, dust proofing, etc. required to isolate any sections of new or existing buildings for purposes of excluding users of the remainder of the building or any unauthorised persons all to the satisfaction of the Representative/Agent and remove when directed.The Contractor shall cover up and protect from injury all work not removed and shall make good at his own expense any damage that may occur. Existing services must be maintained at all times to the existing buildings. If it is found necessary to disconnect any service than suitable temporary or alternate services must be provided to the existing buildings.Special care shall be exercised during the progress of the work to ensure that any electrical installation, water supply  pipes, telephone and other services which may be encountered are not intefered with and notice must be given to the Representive/ Agent if any disconnection or alterations become necessary.The Contractor shall take all precautions to protect the existing roads,paving and gardens from damage during the course of the contract and on complation he shall clear away  and make good all damage at his own expense.Building up of existing openings where given in number shall be deemed to include preparing existing surfaces all round, brickwork properly toothed and bonded to existing and shot pinned to concrete, wedging up and making good finishes on both sides to match existing.Taking down existing walls is to include for dead shoring andpropping under existing concrete slabs, beams, roof timbers, etc., for removing doors, windows, skirtings, curtain tracks, pelmets, cornices, etc. fixed to same and for making good to walls , floors, ceilings, etc. as described.Removal of doors, windows, fittings, etc., is to include for their removal complete with frames, ironmongery, glass, quadrants, architraves, skirtings, burglar bars and all accessories to walls, reveals, around openings, for cutting out cills, etc., for hacking up flooring at openings and for making good.  Any water supply or other piping, etc. that may be encountered and found necessary to disconnect or cut are to be effectually stopped off and any new connections that may be necessary shall be made with the proper fittings to the satisfaction of the Representative/Agent.Where sanitary fittings, geysers, etc are to be removed the Contractor shall allow for removing all exposed waste or water supply pipes to the nearest suitable junction or connection and stopping off, as well as for making good plaster, screeds, etc.The Contractor shall remove from the site all material, rubble, debris,rubbish, etc. resulting from the alterations/demolitions."]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"General"]
[]
[null,"The contractor shall carry out the whole of the work with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their residents.The contractor shall provide proper protection and provide and erect any temporary tarpaulins and temporary plumbing that may be necessary during the progress of the works, all to the satisfaction of the principal agent and remove when directed"]
[]
[null,"Any water supply pipes and other piping that may be met with and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the principal agent"]
[]
[null,"Doors, fanlights, fittings, frames, linings, etc shall be thoroughly overhauled before refixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery if necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber"]
[]
[null,"Where doors, windows, etc are described as taken out this shall be understood to include for removal of all beads, architraves, ironmongery, etc and doors which are re-fixed are to be provided with new architraves (elsewhere measured)  Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good to match existing  With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, etc. shall be levelled and prepared for raising of brickwork  Allow for making good all existing plastered walls where damaged by furniture, etc. and stopping up all screw and nail holes before painting  Making good of finishes shall be deemed to include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary  The contractor will be required to take all dimensions affecting the existing building on the site and the contractor will be held solely responsible for the accuracy of all such dimensions"]
[]
[null,"In taking down and removing existing work the utmost care shall be observed to prevent any structural or other damage to remaining portions of the building.The contractor shall ensure the stability of all structures during alteration work."]
[]
[null,"The contractor shall be responsible for the removal from the site of all materials, debris and rubble resulting from the alterations.The contractor shall further ensure that the existing water channels and drains are kept free from any such materials during the demolitions of existing structures, and throughout the duration of the contract."]
[]
[null,"In removing of rubble from rooms, contractor shall insure that the rubble gets removed from site and taken to an appropriate Municiple dumping site.  The cost of removing rubble from site shall include transportation of rubble to an apropriate Municiple dumping site."]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"DEMOLITIONS"]
[]
[null,"TEMPORARY BARRICADES, SCREENS, ETC"]
[]
[null,"Temporary barricades, screens, roofs, etc including removal"]
[]
[1,"3600mm high drywall barricade/shutter boards or similar approved hoard, including timber door 813 x 2032mm high, including \"Alnet premium 40\" green shade cloth or similar approved with covid-19 regulations signs and occupational health and safety signs","m",13]
[]
[2,"Diamond mesh fence 1.8mm x 75mm x 1800mm high with 38mm post and stay at 2000mm centres, including 34mm diamond mesh double gate size 1800 x 1800mm high, including \"Alnet premium 40\" green shade cloth or similar approved","m",50]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"REMOVAL OF EXISTING WORK"]
[]
[3,"One brick wall","m2",49]
[]
[4,"Cavity wall","m2",125]
[]
[null,"Remove existing floor finish and install new floor finish measured elsewhere."]
[]
[5,"To floor","m2",109]
[]
[null,"Taking out and removing doors, windows, etc from brickwork to be demolished"]
[]
[6,"Timber single door and frame n.e 2.5m2 overall from half brick wall","No",4]
[]
[null,"Carefully remove existing paving blocks and to be re-used later and measured elsewhere"]
[]
[7,"Paving block","m2",4]
[]
[null,"OPENINGS"]
[]
[null,"Cutting through brick wall to make an opening including installing the lintels and making good to finishes all round"]
[]
[8,"Brickwall","No",6]
[]
[null,"WORKING IN PATCHES"]
[]
[null,"Brickwork in NFP bricks in class II mortar in building up openings"]
[]
[9,"One brick walls","m2",61]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for all unforeseen structural defects, structural repairs"]
[]
[10,"Allowance for sum of R10 000 (Ten Thousand Rand Only) for structural repairs on staircase","Item",1,{"v":10000,"d":"R10,000.00"},{"$f":"D1299*E1299","v":{"v":10000,"d":"R10,000.00"}}]
[]
[null,"PRIME COST AMOUNTS"]
[]
[11,"Allow for the stripping of all existing electrical services.","Hrs","25.00"]
[]
[]
[]
[null,"SECTION 2"]
[]
[null,"BILL NO. 4"]
[]
[null,"ALTERATIONS - GSM LIFT (CPAP Work Group No. 102 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"All tenderers will be deemed to have visited the site prior tosubmitting their tender to determine the nature and extent of the alteration and demolition work and the value of the materials to be recovered.No claim for a variation in the contract sum or the creditallowance for recoverable materials in respect of alteration/demolition items will be considered.All sizes and dimensions stated herein are approximate and deemed only sufficient to identify the item of work concerned.In taking down and removing existing work the utmost care must be taken to avoid any structural or other damage to the remaining portions of the building and the Contractor shall provide all shoring, needling, strutting, etc. to ensure the stability of all structures during the alteration/demolition work. The Contractor will be held solely responsible for the safety and stability of the buildings for the whole period of the contract and must make good any damage at his ownexpense.The Contractor shall provide and afterwards remove all necessary temporary tarpaulins, barricades, screens, fencing, temporary waterproofing, dust proofing, etc. required to isolate any sections of new or existing buildings for purposes of excluding users of the remainder of the building or any unauthorised persons all to the satisfaction of the Representative/Agent and remove when directed.The Contractor shall cover up and protect from injury all work not removed and shall make good at his own expense any damage that may occur. Existing services must be maintained at all times to the existing buildings. If it is found necessary to disconnect any service than suitable temporary or alternate services must be provided to the existing buildings.Special care shall be exercised during the progress of the work to ensure that any electrical installation, water supply  pipes, telephone and other services which may be encountered are not intefered with and notice must be given to the Representive/ Agent if any disconnection or alterations become necessary.The Contractor shall take all precautions to protect the existing roads,paving and gardens from damage during the course of the contract and on complation he shall clear away  and make good all damage at his own expense.Building up of existing openings where given in number shall be deemed to include preparing existing surfaces all round, brickwork properly toothed and bonded to existing and shot pinned to concrete, wedging up and making good finishes on both sides to match existing.Taking down existing walls is to include for dead shoring andpropping under existing concrete slabs, beams, roof timbers, etc., for removing doors, windows, skirtings, curtain tracks, pelmets, cornices, etc. fixed to same and for making good to walls , floors, ceilings, etc. as described.Removal of doors, windows, fittings, etc., is to include for their removal complete with frames, ironmongery, glass, quadrants, architraves, skirtings, burglar bars and all accessories to walls, reveals, around openings, for cutting out cills, etc., for hacking up flooring at openings and for making good.  Any water supply or other piping, etc. that may be encountered and found necessary to disconnect or cut are to be effectually stopped off and any new connections that may be necessary shall be made with the proper fittings to the satisfaction of the Representative/Agent.Where sanitary fittings, geysers, etc are to be removed the Contractor shall allow for removing all exposed waste or water supply pipes to the nearest suitable junction or connection and stopping off, as well as for making good plaster, screeds, etc.The Contractor shall remove from the site all material, rubble, debris,rubbish, etc. resulting from the alterations/demolitions."]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"General"]
[]
[null,"The contractor shall carry out the whole of the work with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their residents.The contractor shall provide proper protection and provide and erect any temporary tarpaulins and temporary plumbing that may be necessary during the progress of the works, all to the satisfaction of the principal agent and remove when directed"]
[]
[null,"Any water supply pipes and other piping that may be met with and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the principal agent"]
[]
[null,"Doors, fanlights, fittings, frames, linings, etc shall be thoroughly overhauled before refixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery if necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber"]
[]
[null,"Where doors, windows, etc are described as taken out this shall be understood to include for removal of all beads, architraves, ironmongery, etc and doors which are re-fixed are to be provided with new architraves (elsewhere measured)  Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good to match existing  With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, etc. shall be levelled and prepared for raising of brickwork  Allow for making good all existing plastered walls where damaged by furniture, etc. and stopping up all screw and nail holes before painting  Making good of finishes shall be deemed to include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary  The contractor will be required to take all dimensions affecting the existing building on the site and the contractor will be held solely responsible for the accuracy of all such dimensions"]
[]
[null,"In taking down and removing existing work the utmost care shall be observed to prevent any structural or other damage to remaining portions of the building.The contractor shall ensure the stability of all structures during alteration work."]
[]
[null,"The contractor shall be responsible for the removal from the site of all materials, debris and rubble resulting from the alterations.The contractor shall further ensure that the existing water channels and drains are kept free from any such materials during the demolitions of existing structures, and throughout the duration of the contract."]
[]
[null,"In removing of rubble from rooms, contractor shall insure that the rubble gets removed from site and taken to an appropriate Municiple dumping site.  The cost of removing rubble from site shall include transportation of rubble to an apropriate Municiple dumping site."]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"DEMOLITIONS"]
[]
[null,"Breaking up and removing reinforced concrete"]
[]
[1,"Concrete kerbs","m",20]
[]
[2,"Manhole","Item",1]
[]
[null,"TEMPORARY BARRICADES, SCREENS, ETC"]
[]
[null,"Temporary barricades, screens, roofs, etc including removal"]
[]
[3,"3600mm high drywall barricade/shutter boards or similar approved hoard, including timber door 813 x 2032mm high, including \"Alnet premium 40\" green shade cloth or similar approved with covid-19 regulations signs and occupational health and safety signs","m",50]
[]
[4,"Diamond mesh fence 1.8mm x 75mm x 1800mm high with 38mm post and stay at 2000mm centres, including 34mm diamond mesh double gate size 1800 x 1800mm high, including \"Alnet premium 40\" green shade cloth or similar approved","m",30]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"REMOVAL OF EXISTING WORK"]
[]
[null,"Carefully remove existing paving blocks and to be re-used later and measured elsewhere"]
[]
[5,"Paving block","m2",20]
[]
[null,"Breaking down and removing brickwork etc"]
[]
[null,"One brick wall","m2",100]
[]
[null,"Removal of suspended floors, panelling, ceilings, etc"]
[]
[6,"Ceilings","m2",10]
[]
[null,"Removal of dry wall partitions"]
[]
[7,"Dry wall at first floor","m",10]
[]
[null,"Remove existing floor finish and install new floor finish measured elsewhere."]
[]
[8,"To floor","m2",10]
[]
[null,"OPENINGS"]
[]
[null,"Cutting through brick wall to make an opening including installing the lintels and making good to finishes all round"]
[]
[9,"Brickwall","No",20]
[]
[null,"WORKING IN PATCHES"]
[]
[null,"Brickwork in NFP bricks in class II mortar in building up openings"]
[]
[10,"One brick walls","m2",20]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for all unforeseen structural defects, structural repairs"]
[]
[11,"Allowance for sum of R10 000 (Ten Thousand Rand Only) for structural repairs on staircase","Item",1,{"v":10000,"d":"R10,000.00"},{"$f":"D1405*E1405","v":{"v":10000,"d":"R10,000.00"}}]
[]
[null,"PRIME COST AMOUNTS"]
[]
[12,"Allow for the stripping of all existing electrical services.","Hrs","24.00"]
[]
[]
[]
[null,"SECTION 2"]
[]
[null,"BILL NO. 5"]
[]
[null,"ALTERATIONS - HENLEY TV FACILITIES LIFT (CPAP Work Group No. 102 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"All tenderers will be deemed to have visited the site prior tosubmitting their tender to determine the nature and extent of the alteration and demolition work and the value of the materials to be recovered.No claim for a variation in the contract sum or the creditallowance for recoverable materials in respect of alteration/demolition items will be considered.All sizes and dimensions stated herein are approximate and deemed only sufficient to identify the item of work concerned.In taking down and removing existing work the utmost care must be taken to avoid any structural or other damage to the remaining portions of the building and the Contractor shall provide all shoring, needling, strutting, etc. to ensure the stability of all structures during the alteration/demolition work. The Contractor will be held solely responsible for the safety and stability of the buildings for the whole period of the contract and must make good any damage at his ownexpense.The Contractor shall provide and afterwards remove all necessary temporary tarpaulins, barricades, screens, fencing, temporary waterproofing, dust proofing, etc. required to isolate any sections of new or existing buildings for purposes of excluding users of the remainder of the building or any unauthorised persons all to the satisfaction of the Representative/Agent and remove when directed.The Contractor shall cover up and protect from injury all work not removed and shall make good at his own expense any damage that may occur. Existing services must be maintained at all times to the existing buildings. If it is found necessary to disconnect any service than suitable temporary or alternate services must be provided to the existing buildings.Special care shall be exercised during the progress of the work to ensure that any electrical installation, water supply  pipes, telephone and other services which may be encountered are not intefered with and notice must be given to the Representive/ Agent if any disconnection or alterations become necessary.The Contractor shall take all precautions to protect the existing roads,paving and gardens from damage during the course of the contract and on complation he shall clear away  and make good all damage at his own expense.Building up of existing openings where given in number shall be deemed to include preparing existing surfaces all round, brickwork properly toothed and bonded to existing and shot pinned to concrete, wedging up and making good finishes on both sides to match existing.Taking down existing walls is to include for dead shoring andpropping under existing concrete slabs, beams, roof timbers, etc., for removing doors, windows, skirtings, curtain tracks, pelmets, cornices, etc. fixed to same and for making good to walls , floors, ceilings, etc. as described.Removal of doors, windows, fittings, etc., is to include for their removal complete with frames, ironmongery, glass, quadrants, architraves, skirtings, burglar bars and all accessories to walls, reveals, around openings, for cutting out cills, etc., for hacking up flooring at openings and for making good.  Any water supply or other piping, etc. that may be encountered and found necessary to disconnect or cut are to be effectually stopped off and any new connections that may be necessary shall be made with the proper fittings to the satisfaction of the Representative/Agent.Where sanitary fittings, geysers, etc are to be removed the Contractor shall allow for removing all exposed waste or water supply pipes to the nearest suitable junction or connection and stopping off, as well as for making good plaster, screeds, etc.The Contractor shall remove from the site all material, rubble, debris,rubbish, etc. resulting from the alterations/demolitions."]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"General"]
[]
[null,"The contractor shall carry out the whole of the work with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their residents.The contractor shall provide proper protection and provide and erect any temporary tarpaulins and temporary plumbing that may be necessary during the progress of the works, all to the satisfaction of the principal agent and remove when directed"]
[]
[null,"Any water supply pipes and other piping that may be met with and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the principal agent"]
[]
[null,"Doors, fanlights, fittings, frames, linings, etc shall be thoroughly overhauled before refixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery if necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber"]
[]
[null,"Where doors, windows, etc are described as taken out this shall be understood to include for removal of all beads, architraves, ironmongery, etc and doors which are re-fixed are to be provided with new architraves (elsewhere measured)  Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good to match existing  With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, etc. shall be levelled and prepared for raising of brickwork  Allow for making good all existing plastered walls where damaged by furniture, etc. and stopping up all screw and nail holes before painting  Making good of finishes shall be deemed to include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary  The contractor will be required to take all dimensions affecting the existing building on the site and the contractor will be held solely responsible for the accuracy of all such dimensions"]
[]
[null,"In taking down and removing existing work the utmost care shall be observed to prevent any structural or other damage to remaining portions of the building.The contractor shall ensure the stability of all structures during alteration work."]
[]
[null,"The contractor shall be responsible for the removal from the site of all materials, debris and rubble resulting from the alterations.The contractor shall further ensure that the existing water channels and drains are kept free from any such materials during the demolitions of existing structures, and throughout the duration of the contract."]
[]
[null,"In removing of rubble from rooms, contractor shall insure that the rubble gets removed from site and taken to an appropriate Municiple dumping site.  The cost of removing rubble from site shall include transportation of rubble to an apropriate Municiple dumping site."]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"DEMOLITIONS"]
[]
[null,"Temporary barricades, screens, roofs, etc including removal"]
[]
[1,"3600mm high drywall barricade/shutter boards or similar approved hoard, including timber door 813 x 2032mm high, including \"Alnet premium 40\" green shade cloth or similar approved with covid-19 regulations signs and occupational health and safety signs","m",200]
[]
[2,"Diamond mesh fence 1.8mm x 75mm x 1800mm high with 38mm post and stay at 2000mm centres, including 34mm diamond mesh double gate size 1800 x 1800mm high, including \"Alnet premium 40\" green shade cloth or similar approved","m",50]
[]
[3,"Extra over for hollow core single door 813 x 2032mm high, including steel frame, two-lever mortice lock, primer and two coats paint","No",48]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"REMOVAL OF EXISTING WORK"]
[]
[null,"Removal of suspended floors, panelling, ceilings, etc"]
[]
[4,"Ceilings","m2",2230]
[]
[null,"Taking up and removing wood block floor coverings, vinyl floor coverings, carpets, etc and preparing screeds for new floor coverings"]
[]
[5,"Vinyl tile floor covering","m2",1087]
[]
[6,"Floor tiles","m2",652]
[]
[7,"Remove existing vinyl skirting  ","m",1300]
[]
[null,"Hacking up/off and removing existing pilling off paint to painted  surface, including cleaning and preparing to receive new paint"]
[]
[8,"To brick wall","m2",4032]
[]
[9,"Metal surfaces","m2",100]
[]
[null,"Taking out and removing ironmongery"]
[]
[10,"Door closer from steel/timber door and frame","No",48]
[]
[11,"Hacking up/off and removing granolithic, screeds, plaster, etc from concrete or brickwork and preparing surfaces for new screed, plaster, tile finishes, etc","m2",150]
[]
[null,"Taking out/off and removing glass and mirrors"]
[]
[12,"Glass from steel window frame","m2",100]
[]
[null,"Taking out and removing sundry joinery work, fittings, etc, setting aside for re-use and later refixing in similar new position"]
[]
[13,"Skirting","m",50]
[]
[14,"Timber panelling","m2",317]
[]
[null,"Taking out/off and removing sundry metalwork"]
[]
[15,"Stainless steel sheets from lifts","m2",270]
[]
[null,"CLEANING AND SERVICING OF EXISTING WORK, ETC "]
[]
[null,"Cleaning of existing face brick with approved detergent and make  good surface."]
[]
[16,"To internal walls as specified by the relevant Engineer","m2",230]
[]
[null,"Take out and re-services ironmongery "]
[]
[17,"Re-services hinges as per Architects instruction","No",300]
[]
[null,"Sand down door leaf and prepare for varnish "]
[]
[18,"Timber surfaces","m2",200]
[]
[null,"MAKING GOOD OF FINISHES, ETC"]
[]
[null,"Making good face brickwork"]
[]
[19,"To face brickwall","m2",20]
[]
[null,"OPENING THROUGH EXISTING WALL"]
[]
[null,"Altering openings"]
[]
[20,"To wall and making reveals good with plaster","m2",30]
[]
[null,"BUDGETARY ALLOWANCES"]
[]
[null,"Sundry building work"]
[]
[21,"Provide the sum of R 150 000 ( One Hundred and Fifty Thousand Rand) for all damaged works while removal and installing new lifts, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":150000,"d":"R150,000.00"},{"$f":"D1537*E1537","v":{"v":150000,"d":"R150,000.00"}}]
[]
[22,"Provide the sum of R 200 000 (Two Hundred Thousand Rand) for repairs to spalling concrete, removal of specialist wires, trunks, etc, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":200000,"d":"R200,000.00"},{"$f":"D1539*E1539","v":{"v":200000,"d":"R200,000.00"}}]
[]
[]
[]
[null,"SECTION 2"]
[]
[null,"BILL NO. 6 "]
[]
[null,"ALTERATIONS - RADIOPARK (CPAP Work Group No. 102 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"All tenderers will be deemed to have visited the site prior tosubmitting their tender to determine the nature and extent of the alteration and demolition work and the value of the materials to be recovered.No claim for a variation in the contract sum or the creditallowance for recoverable materials in respect of alteration/demolition items will be considered.All sizes and dimensions stated herein are approximate and deemed only sufficient to identify the item of work concerned.In taking down and removing existing work the utmost care must be taken to avoid any structural or other damage to the remaining portions of the building and the Contractor shall provide all shoring, needling, strutting, etc. to ensure the stability of all structures during the alteration/demolition work. The Contractor will be held solely responsible for the safety and stability of the buildings for the whole period of the contract and must make good any damage at his ownexpense.The Contractor shall provide and afterwards remove all necessary temporary tarpaulins, barricades, screens, fencing, temporary waterproofing, dust proofing, etc. required to isolate any sections of new or existing buildings for purposes of excluding users of the remainder of the building or any unauthorised persons all to the satisfaction of the Representative/Agent and remove when directed.The Contractor shall cover up and protect from injury all work not removed and shall make good at his own expense any damage that may occur. Existing services must be maintained at all times to the existing buildings. If it is found necessary to disconnect any service than suitable temporary or alternate services must be provided to the existing buildings.Special care shall be exercised during the progress of the work to ensure that any electrical installation, water supply  pipes, telephone and other services which may be encountered are not intefered with and notice must be given to the Representive/ Agent if any disconnection or alterations become necessary.The Contractor shall take all precautions to protect the existing roads,paving and gardens from damage during the course of the contract and on complation he shall clear away  and make good all damage at his own expense.Building up of existing openings where given in number shall be deemed to include preparing existing surfaces all round, brickwork properly toothed and bonded to existing and shot pinned to concrete, wedging up and making good finishes on both sides to match existing.Taking down existing walls is to include for dead shoring andpropping under existing concrete slabs, beams, roof timbers, etc., for removing doors, windows, skirtings, curtain tracks, pelmets, cornices, etc. fixed to same and for making good to walls , floors, ceilings, etc. as described.Removal of doors, windows, fittings, etc., is to include for their removal complete with frames, ironmongery, glass, quadrants, architraves, skirtings, burglar bars and all accessories to walls, reveals, around openings, for cutting out cills, etc., for hacking up flooring at openings and for making good.  Any water supply or other piping, etc. that may be encountered and found necessary to disconnect or cut are to be effectually stopped off and any new connections that may be necessary shall be made with the proper fittings to the satisfaction of the Representative/Agent.Where sanitary fittings, geysers, etc are to be removed the Contractor shall allow for removing all exposed waste or water supply pipes to the nearest suitable junction or connection and stopping off, as well as for making good plaster, screeds, etc.The Contractor shall remove from the site all material, rubble, debris,rubbish, etc. resulting from the alterations/demolitions."]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"General"]
[]
[null,"The contractor shall carry out the whole of the work with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their residents.The contractor shall provide proper protection and provide and erect any temporary tarpaulins and temporary plumbing that may be necessary during the progress of the works, all to the satisfaction of the principal agent and remove when directed"]
[]
[null,"Any water supply pipes and other piping that may be met with and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the principal agent"]
[]
[null,"Doors, fanlights, fittings, frames, linings, etc shall be thoroughly overhauled before refixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery if necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber"]
[]
[null,"Where doors, windows, etc are described as taken out this shall be understood to include for removal of all beads, architraves, ironmongery, etc and doors which are re-fixed are to be provided with new architraves (elsewhere measured)  Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good to match existing  With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, etc. shall be levelled and prepared for raising of brickwork  Allow for making good all existing plastered walls where damaged by furniture, etc. and stopping up all screw and nail holes before painting  Making good of finishes shall be deemed to include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary  The contractor will be required to take all dimensions affecting the existing building on the site and the contractor will be held solely responsible for the accuracy of all such dimensions"]
[]
[null,"In taking down and removing existing work the utmost care shall be observed to prevent any structural or other damage to remaining portions of the building.The contractor shall ensure the stability of all structures during alteration work."]
[]
[null,"The contractor shall be responsible for the removal from the site of all materials, debris and rubble resulting from the alterations.The contractor shall further ensure that the existing water channels and drains are kept free from any such materials during the demolitions of existing structures, and throughout the duration of the contract."]
[]
[null,"In removing of rubble from rooms, contractor shall insure that the rubble gets removed from site and taken to an appropriate Municiple dumping site.  The cost of removing rubble from site shall include transportation of rubble to an apropriate Municiple dumping site."]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY : "]
[]
[null,"Old materials from alterations except where described to be handed over, as well as all rubbish, etc., must be regularly carted from the site and not be allowed to accumulate on or around the site."]
[]
[null,"REMOVAL OF EXISTING WORK"]
[]
[null,"Taking up and removing wood block floor coverings, vinyl floor coverings, carpets, etc and preparing screeds for new floor coverings"]
[]
[1,"Vinyl tile floor covering","m2",275]
[]
[2,"Floor tiles","m2",1000]
[]
[3,"Remove carpet tiles","m2",1820]
[]
[null,"Removal of suspended floors, panelling, ceilings, etc"]
[]
[4,"Allow an amount of R100 000 (One Hundred Thousand Rand Only) for the removal of existing ceilings in high rise and low rise lobbies","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D1595*E1595","v":{"v":100000,"d":"R100,000.00"}}]
[]
[null,"Removal of finishes from walls, floors, ceilings, etc"]
[]
[5,"Remove existing damaged waterproofing membrane on node link concrete slab ","m2",55]
[]
[null,"Taking up and removing of doors, windows, fittings, etc"]
[]
[6,"Remove all single service doors in the fireman's lobbies","m2",68]
[]
[7,"Remove existing plant (D1 and D2) room lift doors","No",2]
[]
[8,"Remove louvres at the sides of escalators","m2",19]
[]
[9,"Allow for the removal of the aluminium frame glass shopfronts in the Radio Park entrances, to be used at the discretion of the Principal Agent when necessary. ","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D1609*E1609","v":{"v":100000,"d":"R100,000.00"}}]
[]
[null,"Taking out and removing sundry joinery work, fittings, etc, setting aside for re-use and later refixing in similar new position"]
[]
[10,"Skirting","m",1800]
[]
[11,"Remove wooden mail lockers in the fireman's lobby (Level 17,20,21,28)","No",4]
[]
[null,"Alterations work"]
[]
[12,"Allow an amount of R150 000 (One Hundred and Fifty Thousand Rands Only) for propping up on works on the triple volume curtain walls.","Item",1,{"v":150000,"d":"R150,000.00"},{"$f":"D1619*E1619","v":{"v":150000,"d":"R150,000.00"}}]
[]
[null,"CLEANING AND SERVICING OF EXISTING WORK, ETC "]
[]
[null,"Cleaning and making good of existing finishes with approved detergent and make  good surface."]
[]
[13,"Allow an amount of R200 000 (Two Hundred Thousand Rands Only) for cleaning and making good of concrete facades, Shop fronts, balustrades, etc, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":200000,"d":"R200,000.00"},{"$f":"D1625*E1625","v":{"v":200000,"d":"R200,000.00"}}]
[]
[14,"Allow an amount of R100 000 (One Hundred Thousand Rands Only) for hidden services affected by renovation works, for all penetrations and sealing of such penetrations to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D1627*E1627","v":{"v":100000,"d":"R100,000.00"}}]
[]
[15,"Provide the sum of R 300 000 (Three Hundred Thousand Rand) for removal of the sky light sheeting from the Porte Cochere, entrance walkway and the canopy for escalator, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":300000,"d":"R300,000.00"},{"$f":"D1629*E1629","v":{"v":300000,"d":"R300,000.00"}}]
[]
[]
[]
[null,"ALTERATIONS - TVOB LIFT","Page",61]
[]
[null,"ALTERATIONS - RENAISSANCE LIFT","Page",64]
[]
[null,"ALTERATIONS - TV PARKADE LIFT","Page",72]
[]
[null,"ALTERATIONS - GSM LIFT","Page",80]
[]
[null,"ALTERATIONS - HENLEY TV FACILITIES","Page",89]
[]
[null,"ALTERATIONS - RADIOPARK","Page",97]
[]
[null,"SECTION NO. 3"]
[]
[null,"BILL NO 1"]
[]
[null,"EARTHWORKS (PROVISIONAL) - TVOB LIFT (CPAP Work Group No. 104 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Nature of ground"]
[]
[null,"The nature of the ground is assumed to be loose sandy material, therefore \"earth\", but possibly interspersed with \"soft rock\" or \"hard rock\""]
[]
[null,"The nature of the ground is assumed to be gravel, therefore \"earth\", but possibly interspersed with \"soft rock\" or \"hard rock\""]
[]
[null,"The nature of the ground is assumed to be silty clay with loose river boulders varying in size up to approximately 450mm diameter, all of which will be deemed as \"earth\", but possibly interspersed with \"hard rock\""]
[]
[null,"Trial holes indicate that the nature of the ground is silty clay to a depth of approximately 500mm with fine to medium loose sandy material below, therefore \"earth\""]
[]
[null,"A soils investigation has been carried out on the site by the engineer and the report is annexed to these bills of quantities.  The soils report indicates that the ground varies between silty sand, reworked soil of mixed origin and residual shale, all of which will be deemed as \"earth\". All very hard unweathered shale, ironstone, etc, the removal of which necessitates the use of explosives or heavy duty hydraulic percussion hammers (peckers), will be classified as \"hard rock\""]
[]
[null,"User note"]
[]
[null,"The following are typical examples of descriptions of \"subterranean water\""]
[]
[null,"Subterranean water"]
[]
[null,"No subterranean water is expected  The water table is expected to vary between approximately ?m and ?m below natural ground level. The removal of subterranean water is given separately"]
[]
[null,"Excavation for working space in rock"]
[]
[null,"Notwithstanding clause 11 page 8 of the Standard System of Measuring Building Work, excavation for working space in rock will be measured in cubic metres to the extent executed and given as \"extra over\" bulk excavation or trench and hole excavation as the case may be"]
[]
[null,"Carting away of excavated material"]
[]
[null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site"]
[]
[null,"Filling"]
[]
[null,"Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any necessary multiple handling of material"]
[]
[null,"User note"]
[]
[null,"When no information regarding density tests is available the following preamble in respect of testing may be inserted"]
[]
[null,"Testing"]
[]
[null,"Prices for filling are to include for all necessary density tests in accordance with SABS 1200D"]
[]
[null,"EXCAVATION, FILLING, ETC"]
[]
[null,"Bulk excavation for lift shaft and holes not exceeding 2m deep"]
[]
[1,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 4m deep"]
[]
[2,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 6m deep"]
[]
[3,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 8m deep"]
[]
[4,"Lift shaft","m3",2]
[]
[null,"Extra over trench and hole excavations in earth for excavation in"]
[]
[5,"Soft rock","m3",4]
[]
[6,"Hard rock","m3",7]
[]
[null,"Extra over all excavations for carting away"]
[]
[7,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor","m3",70]
[]
[null,"Risk of collapse of excavations not exceeding 1,5m deep below ground level"]
[]
[8,"Sides of lift trench and hole excavations not exceeding 1,5m deep","m2",21]
[]
[null,"Risk of collapse of excavations exceeding 1,5m deep below ground level"]
[]
[9,"Sides of lift trench and hole excavations exceeding 1,5m deep","m2",64]
[]
[null,"Working Space"]
[]
[10,"Excavate in earth for working space (at Contractor's discretion) not exceeding 1300mm deep to side of the building of brick wall, fill and consolidate spoil on completion. (Distance from face of wall to side of excavation is 170mm). ","m2",14]
[]
[null,"Keeping excavations free of water"]
[]
[11,"Keeping excavations free of all water other than subterranean water","Item",1]
[]
[null,"FILLING"]
[]
[null,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density"]
[]
[12,"Backfilling side of the concrete wall","m3",25]
[]
[null,"G7 material supplied by the contractor compacted to 93% Mod AASHTO density"]
[]
[13,"Under floors, steps, pavings, etc.","m3",28]
[]
[null,"Coarse river sand filling supplied by the contractor"]
[]
[14,"Lift surface bed/plinth","m3",2]
[]
[null,"COMPACTION"]
[]
[null,"Compaction of surfaces"]
[]
[15,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density ","m2",11]
[]
[null,"FABRIC FILTER"]
[]
[16,"Geotextile blanket","m2",102]
[]
[null,"SOIL POISONING"]
[]
[null,"Soil insectiside"]
[]
[17,"To bottoms of trenches","m2",96]
[]
[null,"TEST"]
[]
[null,"Prescribed density tests on filling"]
[]
[18,"Modified AASHTO Density test","No",10]
[]
[null,"BUDGET ALLOWANCE "]
[]
[19,"Allow the sum of R 100 000 (One Hundred Thousand Rand Only) for ground maximum excavations, hard excavations, plant to be hired, labour and cart away, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D1777*E1777","v":{"v":100000,"d":"R100,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 3"]
[]
[null,"BILL NO. 2"]
[]
[null,"EARTHWORKS - TV PARKADE (PROVISIONAL) (CPAP Work Group No. 104 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Nature of ground"]
[]
[null,"The nature of the ground is assumed to be loose sandy material, therefore \"earth\", but possibly interspersed with \"soft rock\" or \"hard rock\""]
[]
[null,"The nature of the ground is assumed to be gravel, therefore \"earth\", but possibly interspersed with \"soft rock\" or \"hard rock\""]
[]
[null,"The nature of the ground is assumed to be silty clay with loose river boulders varying in size up to approximately 450mm diameter, all of which will be deemed as \"earth\", but possibly interspersed with \"hard rock\""]
[]
[null,"Trial holes indicate that the nature of the ground is silty clay to a depth of approximately 500mm with fine to medium loose sandy material below, therefore \"earth\""]
[]
[null,"A soils investigation has been carried out on the site by the engineer and the report is annexed to these bills of quantities.  The soils report indicates that the ground varies between silty sand, reworked soil of mixed origin and residual shale, all of which will be deemed as \"earth\". All very hard unweathered shale, ironstone, etc, the removal of which necessitates the use of explosives or heavy duty hydraulic percussion hammers (peckers), will be classified as \"hard rock\""]
[]
[null,"User note"]
[]
[null,"The following are typical examples of descriptions of \"subterranean water\""]
[]
[null,"Subterranean water"]
[]
[null,"No subterranean water is expected  The water table is expected to vary between approximately ?m and ?m below natural ground level. The removal of subterranean water is given separately"]
[]
[null,"Excavation for working space in rock"]
[]
[null,"Notwithstanding clause 11 page 8 of the Standard System of Measuring Building Work, excavation for working space in rock will be measured in cubic metres to the extent executed and given as \"extra over\" bulk excavation or trench and hole excavation as the case may be"]
[]
[null,"Carting away of excavated material"]
[]
[null,"Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site"]
[]
[null,"Filling"]
[]
[null,"Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any necessary multiple handling of material"]
[]
[null,"User note"]
[]
[null,"When no information regarding density tests is available the following preamble in respect of testing may be inserted"]
[]
[null,"Testing"]
[]
[null,"Prices for filling are to include for all necessary density tests in accordance with SABS 1200D"]
[]
[null,"EXCAVATION, FILLING, ETC"]
[]
[null,"Bulk excavation for lift shaft and holes not exceeding 2m deep"]
[]
[1,"Lift shaft","m3",16]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 4m deep"]
[]
[2,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 6m deep"]
[]
[3,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 8m deep"]
[]
[4,"Lift shaft","m3",2]
[]
[null,"Extra over trench and hole excavations in earth for excavation in"]
[]
[5,"Soft rock","m3",4]
[]
[6,"Hard rock","m3",7]
[]
[null,"Extra over all excavations for carting away"]
[]
[7,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor","m3",70]
[]
[null,"Risk of collapse of excavations not exceeding 1,5m deep below ground level"]
[]
[8,"Sides of lift trench and hole excavations not exceeding 1,5m deep","m2",21]
[]
[null,"Risk of collapse of excavations exceeding 1,5m deep below ground level"]
[]
[9,"Sides of lift trench and hole excavations exceeding 1,5m deep","m2",64]
[]
[null,"Working Space"]
[]
[10,"Excavate in earth for working space (at Contractor's discretion) not exceeding 1300mm deep to side of the building of brick wall, fill and consolidate spoil on completion. (Distance from face of wall to side of excavation is 170mm). ","m2",14]
[]
[null,"Keeping excavations free of water"]
[]
[11,"Keeping excavations free of all water other than subterranean water","Item",1]
[]
[null,"FILLING"]
[]
[null,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density"]
[]
[12,"Backfilling side of the concrete wall","m3",25]
[]
[null,"G7 material supplied by the contractor compacted to 93% Mod AASHTO density"]
[]
[13,"Under floors, steps, pavings, etc.","m3",28]
[]
[null,"Coarse river sand filling supplied by the contractor"]
[]
[14,"Lift surface bed/plinth","m3",2]
[]
[null,"COMPACTION"]
[]
[null,"Compaction of surfaces"]
[]
[15,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density ","m2",11]
[]
[null,"FABRIC FILTER"]
[]
[16,"Geotextile blanket","m2",102]
[]
[null,"SOIL POISONING"]
[]
[null,"Soil insectiside"]
[]
[17,"To bottoms of trenches","m2",96]
[]
[null,"TEST"]
[]
[null,"Prescribed density tests on filling"]
[]
[18,"Modified AASHTO Density test","No",10]
[]
[]
[]
[null,"SECTION NO. 3"]
[]
[null,"BILL NO 3"]
[]
[null,"EARTHWORKS (PROVISIONAL) - GSM LIFT (CPAP Work Group No. 104 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Nature of ground"]
[]
[null,"The nature of the ground is assumed to be loose sandy material, therefore \"earth\", but possibly interspersed with \"soft rock\" or \"hard rock\""]
[]
[null,"The nature of the ground is assumed to be gravel, therefore \"earth\", but possibly interspersed with \"soft rock\" or \"hard rock\""]
[]
[null,"The nature of the ground is assumed to be silty clay with loose river boulders varying in size up to approximately 450mm diameter, all of which will be deemed as \"earth\", but possibly interspersed with \"hard rock\""]
[]
[null,"Trial holes indicate that the nature of the ground is silty clay to a depth of approximately 500mm with fine to medium loose sandy material below, therefore \"earth\""]
[]
[null,"A soils investigation has been carried out on the site by the engineer and the report is annexed to these bills of quantities.  The soils report indicates that the ground varies between silty sand, reworked soil of mixed origin and residual shale, all of which will be deemed as \"earth\". All very hard unweathered shale, ironstone, etc, the removal of which necessitates the use of explosives or heavy duty hydraulic percussion hammers (peckers), will be classified as \"hard rock\""]
[]
[null,"User note"]
[]
[null,"The following are typical examples of descriptions of \"subterranean water\""]
[]
[null,"Subterranean water"]
[]
[null,"No subterranean water is expected  The water table is expected to vary between approximately ?m and ?m below natural ground level. The removal of subterranean water is given separately"]
[]
[null,"Excavation for working space in rock"]
[]
[null,"Notwithstanding clause 11 page 8 of the Standard System of Measuring Building Work, excavation for working space in rock will be measured in cubic metres to the extent executed and given as \"extra over\" bulk excavation or trench and hole excavation as the case may be"]
[]
[null,"Carting away of excavated material"]
[]
[null,"Filling"]
[]
[null,"Notwithstanding the reference to prescribed multiple handling in clause 1 page 6 of the Standard System of Measuring Building Work, prices for filling and backfilling shall include for all selection and any necessary multiple handling of material"]
[]
[null,"User note"]
[]
[null,"When no information regarding density tests is available the following preamble in respect of testing may be inserted"]
[]
[null,"Testing"]
[]
[null,"Prices for filling are to include for all necessary density tests in accordance with SABS 1200D"]
[]
[null,"EXCAVATION, FILLING, ETC"]
[]
[null,"Bulk excavation for lift shaft and holes not exceeding 2m deep"]
[]
[1,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 4m deep"]
[]
[2,"Lift shaft","m3",24]
[]
[null,"Bulk excavation for lift shaft exceeding 2m deep but not exceeding 6m deep"]
[]
[3,"Lift shaft","m3",24]
[]
[null,"Extra over trench and hole excavations in earth for excavation in"]
[]
[4,"Soft rock","m3",4]
[]
[5,"Hard rock","m3",7]
[]
[null,"Extra over all excavations for carting away"]
[]
[6,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor","m3",70]
[]
[null,"Risk of collapse of excavations not exceeding 1,5m deep below ground level"]
[]
[7,"Sides of lift trench and hole excavations not exceeding 1,5m deep","m2",21]
[]
[null,"Risk of collapse of excavations exceeding 1,5m deep below ground level"]
[]
[8,"Sides of lift trench and hole excavations exceeding 1,5m deep","m2",64]
[]
[null,"Working Space"]
[]
[9,"Excavate in earth for working space (at Contractor's discretion) not exceeding 1300mm deep to side of the building of brick wall, fill and consolidate spoil on completion. (Distance from face of wall to side of excavation is 170mm). ","m2",14]
[]
[null,"Keeping excavations free of water"]
[]
[10,"Keeping excavations free of all water other than subterranean water","Item",1]
[]
[null,"FILLING"]
[]
[null,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density"]
[]
[11,"Backfilling side of the concrete wall","m3",25]
[]
[null,"G7 material supplied by the contractor compacted to 93% Mod AASHTO density"]
[]
[12,"Under floors, steps, pavings, etc.","m3",28]
[]
[null,"Coarse river sand filling supplied by the contractor"]
[]
[13,"Lift surface bed/plinth","m3",2]
[]
[null,"COMPACTION"]
[]
[null,"Compaction of surfaces"]
[]
[14,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density ","m2",11]
[]
[null,"FABRIC FILTER"]
[]
[15,"Geotextile blanket","m2",102]
[]
[null,"SOIL POISONING"]
[]
[null,"Soil insectiside"]
[]
[16,"To bottoms of trenches","m2",96]
[]
[null,"TEST"]
[]
[null,"Prescribed density tests on filling"]
[]
[17,"Modified AASHTO Density test","No",10]
[]
[null,"BUDGET ALLOWANCE "]
[]
[18,"Allow the sum of R 1 000 000 (One Million Rand Only) for earthworks, diversions of services, etc, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":1000000,"d":"R1,000,000.00"},{"$f":"D2039*E2039","v":{"v":1000000,"d":"R1,000,000.00"}}]
[]
[]
[]
[null,"EARTHWORKS - TVOB LIFT","Page",104]
[]
[null,"EARTHWORKS - TV PARKADE LIFT","Page",110]
[]
[null,"EARTHWORKS - GSM LIFT","Page",116]
[]
[null,"SECTION NO. 4"]
[]
[null,"BILL NO. 1"]
[]
[null,"GROUND ANCHORING - TVOB LIFT"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"Nature of the work"]
[]
[null,"The Engineers to determine the method of anchoring"]
[]
[null,"BUDGET ALLOWANCE "]
[]
[1,"Allow the sum of R 250 000 (Two Hundred Thousand Rand Only) for ground anchoring for all lift shafts which includes establishment, setting up, tes􀆟ting, re-tensioning and de-stressing of ground anchors and waterproofing to anchors, ","Item",1,{"v":250000,"d":"R250,000.00"},{"$f":"D2073*E2073","v":{"v":250000,"d":"R250,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 4"]
[]
[null,"BILL NO. 2"]
[]
[null,"GROUND ANCHORING - TV PARKADE"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"Nature of the work"]
[]
[null,"The Engineers to determine the method of anchoring"]
[]
[null,"BUDGET ALLOWANCE "]
[]
[1,"Allow the sum of R 250 000 (Two Hundred and Fifty Thousand Rand Only) for ground anchoring for all lift shafts which includes establishment, setting up, tes􀆟ting, re-tensioning and de-stressing of ground anchors and waterproofing to anchors, ","Item",1,{"v":250000,"d":"R250,000.00"},{"$f":"D2101*E2101","v":{"v":250000,"d":"R250,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 4"]
[]
[null,"BILL NO. 3"]
[]
[null,"GROUND ANCHORING - GSM LIFT"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES(For preambles refer to :Specification materials and methods to be used \"PW 371\" OR The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project such supplementary preambles shall take precedence over the provisions of the said Model Preambles.The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles "]
[]
[null,"View site"]
[]
[null,"Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained"]
[]
[null,"Explosives"]
[]
[null,"No explosives whatsoever may be used in demolitions"]
[]
[null,"Nature of the work"]
[]
[null,"The Engineers to determine the method of anchoring"]
[]
[null,"BUDGET ALLOWANCE "]
[]
[1,"Allow the sum of R 250 000 (Two Hundred and Fifty Thousand Rand Only) for ground anchoring for all lift shafts which includes establishment, setting up, tes􀆟ting, re-tensioning and de-stressing of ground anchors and waterproofing to anchors, ","Item",1,{"v":250000,"d":"R250,000.00"},{"$f":"D2129*E2129","v":{"v":250000,"d":"R250,000.00"}}]
[]
[]
[]
[null,"GROUND ANCHORING - TVOB LIFT","Page",120]
[]
[null,"GROUND ANCHORING - TV PARKADE LIFT","Page",123]
[]
[null,"GROUND ANCHORING - GSM LIFT","Page",126]
[]
[null,"SECTION NO. 5"]
[]
[null,"BILL NO. 1"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - TVOB LIFTS"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used \"PW 371\")"]
[]
[null,"Cost of tests"]
[]
[null,"Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect.  The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,"Breeze concrete"]
[]
[null,"Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (1:12); the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh.  The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated"]
[]
[null,"Lightweight concrete"]
[]
[null,"Lightweight concrete shall have a density of 600kg/m3 for the top 50mm and 400kg/m3 for the remaining thickness.  The minimum thickness at outlets, channels, etc shall be 50mm"]
[]
[null,"Formwork"]
[]
[null,"Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use"]
[]
[null,"The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself"]
[]
[null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,"UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES"]
[]
[null,"15Mpa concrete"]
[]
[1,"50mm blindling","m3",1]
[]
[null,"REINFORCED CONCRETE CAST AGAINST ROUGH FORMWORK "]
[]
[null,"25Mpa/19mm Reinforced concrete"]
[]
[2,"170mm roof slab ","m3",2]
[]
[3,"170mm floor slab","m3",2]
[]
[4,"250mm Lift surface bed","m3",2]
[]
[5,"Up-stand beams","m3",6]
[]
[null,"30MPa/19mm concrete"]
[]
[6,"170mm retaining walls","m3",18]
[]
[null,"TESTS"]
[]
[7,"Making and testing 150 x 150 x 150mm concrete strength test cubes (Provisional)","No",30]
[]
[null,"CONCRETE SUNDRIES"]
[]
[null,"Finishing top surfaces of concrete smooth with a wood float"]
[]
[8,"170mm Roof slab","m2",25]
[]
[9,"170mm Floor slab","m2",9]
[]
[10,"Surface bed","m2",7]
[]
[null,"ROUGH FORMWORK "]
[]
[null,"Rough formwork to side surfaces not exceeding 300mm high"]
[]
[11,"Vertical sides of beams, surface beds","m",47]
[]
[null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1) "]
[]
[null,"Smooth formwork to soffits of slab propped up to a height exceeding 3.5m high not exceeding 5.0m high"]
[]
[12,"170mm floor slab","m2",40]
[]
[null,"Grooves, channels, mortices, etc"]
[]
[13,"Grooves","m",50]
[]
[null,"MOVEMENT JOINTS ETC"]
[]
[null,"Expansion joints with softboard between vertical concrete and brick surfaces"]
[]
[14,"10mm \"JOINTEX\" or similar joints not exceeding 300mm high or wide","m",100]
[]
[null,"Saw cut joints"]
[]
[15,"45mm deep x 3mm Saw cut joints in top of concrete","m",3]
[]
[null,"REINFORCEMENT"]
[]
[null,"Mild yield steel reinforcement to structural concrete work"]
[]
[16,"16mm diameter bars","t","1.08"]
[]
[null,"High yield steel reinforcement to structural concrete work"]
[]
[17,"12mm diameter bars","t","1.29"]
[]
[18,"16mm diameter bars","t","2.16"]
[]
[null,"Fabric reinforcement"]
[]
[19,"Type Ref 193 fabric reinforcement in concrete surface beds, slabs, etc","m2",25]
[]
[20,"Type Ref 311 fabric reinforcement in concrete surface beds, slabs, etc","m2",16]
[]
[]
[]
[null,"SECTION NO. 5"]
[]
[null,"BILL NO. 2"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - RENAISSANCE LIFT"]
[]
[null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES (CPAP Work Group No. 110 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used \"PW 371\")"]
[]
[null,"Cost of tests"]
[]
[null,"Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect.  The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,"Breeze concrete"]
[]
[null,"Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (1:12); the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh.  The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated"]
[]
[null,"Lightweight concrete"]
[]
[null,"Lightweight concrete shall have a density of 600kg/m3 for the top 50mm and 400kg/m3 for the remaining thickness.  The minimum thickness at outlets, channels, etc shall be 50mm"]
[]
[null,"Formwork"]
[]
[null,"Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use"]
[]
[null,"The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself"]
[]
[null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,"REINFORCED CONCRETE CAST AGAINST SMOOTH FORMWORK "]
[]
[null,"30MPa/19mm concrete"]
[]
[1,"250mm floor slab","m3",13]
[]
[null,"TESTS"]
[]
[2,"Making and testing 150 x 150 x 150mm concrete strength test cubes (Provisional)","No",60]
[]
[null,"CONCRETE SUNDRIES"]
[]
[null,"Finishing top surfaces of concrete smooth with a wood float"]
[]
[3,"170mm Floor slab","m2",42]
[]
[null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1) "]
[]
[null,"Smooth formwork to soffits of slab propped up to a height exceeding 3.5m high not exceeding 5.0m high"]
[]
[4,"170mm floor slab","m2",62]
[]
[null,"MOVEMENT JOINTS ETC"]
[]
[null,"Expansion joints with softboard between vertical concrete and brick surfaces"]
[]
[5,"10mm \"JOINTEX\" or similar joints not exceeding 300mm high or wide","m",114]
[]
[null,"Mild yield steel reinforcement to structural concrete work"]
[]
[6,"16mm diameter bars","t","0.27"]
[]
[null,"High yield steel reinforcement to structural concrete work"]
[]
[7,"16mm diameter reinforcement bars ","t",3]
[]
[null,"Fabric reinforcement"]
[]
[8,"Type Ref 193 fabric reinforcement in concrete surface beds, slabs, etc","m2",12]
[]
[]
[]
[null,"SECTION NO. 5"]
[]
[null,"BILL NO. 3"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT -  TV PARKADE"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used \"PW 371\")"]
[]
[null,"Cost of tests"]
[]
[null,"Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect.  The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,"Breeze concrete"]
[]
[null,"Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (1:12); the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh.  The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated"]
[]
[null,"Lightweight concrete"]
[]
[null,"Lightweight concrete shall have a density of 600kg/m3 for the top 50mm and 400kg/m3 for the remaining thickness.  The minimum thickness at outlets, channels, etc shall be 50mm"]
[]
[null,"Formwork"]
[]
[null,"Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use"]
[]
[null,"The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself"]
[]
[null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES (CPAP Work Group No. 110 Unless Otherwise Stated) "]
[]
[null,"15Mpa concrete"]
[]
[1,"50mm blindling","m3",2]
[]
[null,"REINFORCED CONCRETE CAST AGAINST ROUGH FORMWORK "]
[]
[null,"25MPa/19mm Reinforced Concrete"]
[]
[2,"Roof Slab","m3",4]
[]
[3,"250mm Lift surface bed","m3",6]
[]
[4,"Up stand beams","m3",1]
[]
[5,"Down-stand beams","m3",5]
[]
[6,"Ramp","m3",14]
[]
[7,"170mm strip footing","m3",1]
[]
[null,"30MPa/19mm concrete"]
[]
[8,"170mm retaining walls","m3",40]
[]
[9,"Concrete Columns","m3",1]
[]
[null,"TESTS"]
[]
[10,"Making and testing 150 x 150 x 150mm concrete strength test cubes (Provisional)","No",60]
[]
[null,"CONCRETE SUNDRIES"]
[]
[null,"Finishing top surfaces of concrete smooth with a wood float"]
[]
[11,"170mm Floor slab","m2",108]
[]
[12,"Surface bed","m2",18]
[]
[13,"Ramp","m2",43]
[]
[null,"ROUGH FORMWORK "]
[]
[null,"Rough formwork to side surfaces not exceeding 300mm high"]
[]
[14,"Vertical sides of beams, surface beds","m",54]
[]
[null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1) "]
[]
[null,"Smooth formwork to soffits of slab propped up to a height exceeding 3.5m high not exceeding 5.0m high"]
[]
[15,"170mm floor slab","m2",90]
[]
[null,"Grooves, channels, mortices, etc"]
[]
[16,"Grooves","m",100]
[]
[null,"MOVEMENT JOINTS ETC"]
[]
[null,"Expansion joints with softboard between vertical concrete and brick surfaces"]
[]
[17,"10mm \"JOINTEX\" or similar joints not exceeding 300mm high or wide","m",100]
[]
[null,"Saw cut joints"]
[]
[18,"45mm deep x 3mm Saw cut joints in top of concrete","m",30]
[]
[null,"REINFORCEMENT"]
[]
[null,"Mild yield steel reinforcement to structural concrete work"]
[]
[19,"08mm diameter bars","t",2]
[]
[20,"10mm diameter bars","t","0.12"]
[]
[null,"High yield steel reinforcement to structural concrete work"]
[]
[21,"10mm diameter bars","t",7]
[]
[22,"12mm diameter bars ","t","2.91"]
[]
[23,"16mm diameter bars ","t","0.51"]
[]
[24,"20mm diameter bars ","t","1.42"]
[]
[null,"Fabric reinforcement"]
[]
[25,"Type Ref 193 fabric reinforcement in concrete surface beds, slabs, etc","m2",96]
[]
[]
[]
[null,"SECTION NO. 5"]
[]
[null,"BILL NO. 4"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - GSM TV"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used \"PW 371\")"]
[]
[null,"Cost of tests"]
[]
[null,"Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect.  The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,"Breeze concrete"]
[]
[null,"Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (1:12); the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh.  The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated"]
[]
[null,"Lightweight concrete"]
[]
[null,"Lightweight concrete shall have a density of 600kg/m3 for the top 50mm and 400kg/m3 for the remaining thickness.  The minimum thickness at outlets, channels, etc shall be 50mm"]
[]
[null,"Formwork"]
[]
[null,"Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use"]
[]
[null,"The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself"]
[]
[null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES (CPAP Work Group No. 110 Unless Otherwise Stated) "]
[]
[null,"15Mpa concrete"]
[]
[1,"50mm blindling","m3",1]
[]
[null,"REINFORCED CONCRETE CAST AGAINST ROUGH FORMWORK "]
[]
[null,"25MPa/19mm Reinforced Concrete"]
[]
[2,"170mm roof slab ","m3",11]
[]
[3,"170mm floor slab","m3",15]
[]
[4,"250mm Lift surface bed","m3",11]
[]
[5,"Down stand beams","m3",19]
[]
[6,"30MPa/19mm concrete"]
[]
[7,"170mm retaining walls","m3",12]
[]
[null,"TESTS"]
[]
[8,"Making and testing 150 x 150 x 150mm concrete strength test cubes (Provisional)","No",75]
[]
[null,"CONCRETE SUNDRIES"]
[]
[null,"Finishing top surfaces of concrete smooth with a wood float"]
[]
[9,"170mm Roof slab","m2",16]
[]
[10,"170mm Floor slab","m2",18]
[]
[11,"Surface bed","m2",16]
[]
[null,"ROUGH FORMWORK "]
[]
[null,"Rough formwork to side surfaces not exceeding 300mm high"]
[]
[12,"Vertical sides of beams, surface beds","m",52]
[]
[null,"SMOOTH FORMWORK (DEGREE OF ACCURACY 1) "]
[]
[null,"Smooth formwork to soffits of slab propped up to a height exceeding 3.5m high not exceeding 5.0m high"]
[]
[13,"170mm floor slab","m2",118]
[]
[null,"Grooves, channels, mortices, etc"]
[]
[14,"Grooves","m",100]
[]
[null,"MOVEMENT JOINTS ETC"]
[]
[null,"Expansion joints with softboard between vertical concrete and brick surfaces"]
[]
[15,"10mm \"JOINTEX\" or similar joints not exceeding 300mm high or wide","m",100]
[]
[null,"Saw cut joints"]
[]
[16,"45mm deep x 3mm Saw cut joints in top of concrete","m",50]
[]
[null,"REINFORCEMENT"]
[]
[null,"Mild yield steel reinforcement to structural concrete work"]
[]
[17,"8mm diameter bars","t",1]
[]
[18,"10mm diameter bars","t",3]
[]
[null,"High yield steel reinforcement to structural concrete work"]
[]
[19,"10mm diameter bars","t",1]
[]
[20,"12mm diameter bars","t","1.52"]
[]
[21,"16mm diameter bars","t","3.20"]
[]
[22,"20mm diameter bars","t","0.74"]
[]
[null,"Fabric reinforcement"]
[]
[23,"Type Ref 193 fabric reinforcement in concrete surface beds, slabs, etc","m2",44]
[]
[24,"Type Ref 311 fabric reinforcement in concrete surface beds, slabs, etc","m2",20]
[]
[]
[]
[null,"SECTION NO. 5"]
[]
[null,"BILL NO. 5"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - GSM TV"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used \"PW 371\")"]
[]
[null,"Cost of tests"]
[]
[null,"Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect.  The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect.  (Test cubes are measured separately)"]
[]
[null,"Breeze concrete"]
[]
[null,"Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (1:12); the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh.  The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated"]
[]
[null,"Lightweight concrete"]
[]
[null,"Lightweight concrete shall have a density of 600kg/m3 for the top 50mm and 400kg/m3 for the remaining thickness.  The minimum thickness at outlets, channels, etc shall be 50mm"]
[]
[null,"Formwork"]
[]
[null,"Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use"]
[]
[null,"The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself"]
[]
[null,"Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described  Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer fordesign reasons.  Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in \"Earthworks\""]
[]
[null,"BUDGET ALLOWANCE "]
[]
[1,"Allow the sum of R 1 000 000 (One Million Rands Only) for concrete works and repairs on existing structures, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":1000000,"d":"R1,000,000.00"},{"$f":"D2607*E2607","v":{"v":1000000,"d":"R1,000,000.00"}}]
[]
[]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - TVOB LIFT","Page",133]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - RENAISSANCE LIFT","Page",138]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - TV PARKADE LIFT","Page",144]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT - GSM LIFT","Page",150]
[]
[null,"CONCRETE - RADIOPARK","Page",154]
[]
[null,"SECTION NO. 6"]
[]
[null,"BILL NO. 1"]
[]
[null,"MASONRY - TVOB LIFT (CPAP Work Group No. 116 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"Sizes In Descriptions"]
[]
[null,"Where sizes in descriptions are given in brick units, \"one brick\" shall be the length and \"half brick\" the width of a brick "]
[]
[null,"Cement Mortar"]
[]
[null,"Unless otherwise described, all brickwork shall be built in 1:6 cement mortar"]
[]
[null,"Face Bricks"]
[]
[null,"Bricks shall be ordered timeously to obtain uniformity in size and colour "]
[]
[null,"Pointing"]
[]
[null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc "]
[]
[null,"Samples, etc"]
[]
[null,"Rates for brickwork, faced brickwork, etc shall include for all required samples"]
[]
[null,"SUPERSTRUCTURE"]
[]
[null,"Brickwork of 14MPa NFX clay bricks in class II mortar or similar approved"]
[]
[1,"Half brick wall","m2",10]
[]
[2,"One brick walls ","m2",69]
[]
[null,"BRICKWORK SUNDRIES"]
[]
[null,"Joint forming material in movement joints:"]
[]
[3,"10mm Jointex built in vertical in one brick wall not exceeding 300mm wide.","m2",20]
[]
[null,"Brick reinforcement "]
[]
[4,"110mm Wide reinforcement built in horizontally.","m",100]
[]
[5,"220mm Wide reinforcement built in horizontally.","m",200]
[]
[null,"Butterflies"]
[]
[6,"230mm Wide turning pieces","m",50]
[]
[null,"PAVING, SLABS, ETC"]
[]
[null,"Precast coping"]
[]
[7,"Modcon coping type 015","m2",9]
[]
[null,"TESTS, ETC"]
[]
[null,"Test as per engineer's instruction and approval "]
[]
[8,"Test","No",20]
[]
[]
[]
[null,"SECTION NO. 6"]
[]
[null,"BILL NO. 2"]
[]
[null,"MASONRY - RENAISSANCE LIFT (CPAP Work Group No. 116 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"Sizes In Descriptions"]
[]
[null,"Where sizes in descriptions are given in brick units, \"one brick\" shall be the length and \"half brick\" the width of a brick "]
[]
[null,"Cement Mortar"]
[]
[null,"Unless otherwise described, all brickwork shall be built in 1:6 cement mortar"]
[]
[null,"Face Bricks"]
[]
[null,"Bricks shall be ordered timeously to obtain uniformity in size and colour "]
[]
[null,"Pointing"]
[]
[null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc "]
[]
[null,"Samples, etc"]
[]
[null,"Rates for brickwork, faced brickwork, etc shall include for all required samples"]
[]
[null,"SUPERSTRUCTURE"]
[]
[null,"New face brick in class II mortar or similar approved"]
[]
[1,"One brick walls ","m2",88]
[]
[null,"BRICKWORK SUNDRIES"]
[]
[null,"Joint forming material in movement joints:"]
[]
[2,"10mm Jointex built in vertical in one brick wall not exceeding 300mm wide.","m2",69]
[]
[null,"Brick reinforcement "]
[]
[3,"220mm Wide reinforcement built in horizontally.","m",50]
[]
[null,"Butterflies"]
[]
[4,"230mm Wide turning pieces","m",50]
[]
[]
[]
[null,"SECTION NO. 6"]
[]
[null,"BILL NO. 3"]
[]
[null,"MASONRY - TV PARKADE (CPAP Work Group No. 116 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"Sizes In Descriptions"]
[]
[null,"Where sizes in descriptions are given in brick units, \"one brick\" shall be the length and \"half brick\" the width of a brick "]
[]
[null,"Cement Mortar"]
[]
[null,"Unless otherwise described, all brickwork shall be built in 1:6 cement mortar"]
[]
[null,"Face Bricks"]
[]
[null,"Bricks shall be ordered timeously to obtain uniformity in size and colour "]
[]
[null,"Pointing"]
[]
[null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc "]
[]
[null,"Samples, etc"]
[]
[null,"Rates for brickwork, faced brickwork, etc shall include for all required samples"]
[]
[null,"BRICKWORK"]
[]
[null,"FOUNDATIONS (PROVISIONAL) "]
[]
[1,"One brick walls ","m2",19]
[]
[null,"SUPERSTRUCTURE"]
[]
[null,"Face brick to match existing or similar approved"]
[]
[2,"One brick walls ","m2",397]
[]
[null,"BRICKWORK SUNDRIES"]
[]
[null,"Joint forming material in movement joints:"]
[]
[3,"10mm Jointex built in vertical in one brick wall not exceeding 300mm wide.","m2",1000]
[]
[null,"Brick reinforcement "]
[]
[4,"110mm Wide reinforcement built in horizontally.","m",350]
[]
[5,"220mm Wide reinforcement built in horizontally.","m",1203]
[]
[null,"Butterflies"]
[]
[6,"230mm Wide turning pieces","m",100]
[]
[null,"PAVING, SLABS, ETC"]
[]
[null,"Precast coping"]
[]
[7,"Modcon coping type 015","m2",336]
[]
[]
[]
[null,"SECTION NO. 6"]
[]
[null,"BILL NO. 4"]
[]
[null,"MASONRY - GSM TV (CPAP Work Group No. 116 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"Sizes In Descriptions"]
[]
[null,"Where sizes in descriptions are given in brick units, \"one brick\" shall be the length and \"half brick\" the width of a brick "]
[]
[null,"Cement Mortar"]
[]
[null,"Unless otherwise described, all brickwork shall be built in 1:6 cement mortar"]
[]
[null,"Face Bricks"]
[]
[null,"Bricks shall be ordered timeously to obtain uniformity in size and colour "]
[]
[null,"Pointing"]
[]
[null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc "]
[]
[null,"Samples, etc"]
[]
[null,"Rates for brickwork, faced brickwork, etc shall include for all required samples"]
[]
[null,"BRICKWORK"]
[]
[null,"FOUNDATIONS (PROVISIONAL) "]
[]
[1,"One brick walls ","m2",3]
[]
[null,"SUPERSTRUCTURE"]
[]
[null,"Brickwork of 14MPa NFX clay bricks in class II mortar or similar approved"]
[]
[2,"One brick walls ","m2",101]
[]
[null,"BRICKWORK SUNDRIES"]
[]
[null,"Galvanised hoop iron cramps, ties, etc"]
[]
[3,"1.2x53mm HOOP iron strap \"Mitek\" or similar approved wall tie strips shot pinned to concrete and with ties bent out and built into brickwork","m",50]
[]
[null,"Joint forming material in movement joints:"]
[]
[4,"10mm Jointex built in vertical in one brick wall not exceeding 300mm wide.","m2",1100]
[]
[null,"Brick reinforcement "]
[]
[5,"220mm Wide reinforcement built in horizontally.","m",200]
[]
[null,"Butterflies"]
[]
[6,"230mm Wide turning pieces","m",200]
[]
[]
[]
[null,"SECTION NO. 6"]
[]
[null,"BILL NO. 5"]
[]
[null,"MASONRY - GSM TV (CPAP Work Group No. 116 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"Sizes In Descriptions"]
[]
[null,"Where sizes in descriptions are given in brick units, \"one brick\" shall be the length and \"half brick\" the width of a brick "]
[]
[null,"Cement Mortar"]
[]
[null,"Unless otherwise described, all brickwork shall be built in 1:6 cement mortar"]
[]
[null,"Face Bricks"]
[]
[null,"Bricks shall be ordered timeously to obtain uniformity in size and colour "]
[]
[null,"Pointing"]
[]
[null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc "]
[]
[null,"Samples, etc"]
[]
[null,"Rates for brickwork, faced brickwork, etc shall include for all required samples"]
[]
[null,"BRICKWORK"]
[]
[null,"SUPERSTRUCTURE"]
[]
[null,"Brickwork of 14MPa NFX clay bricks in class II mortar or similar approved"]
[]
[1,"One brick walls ","m2",9]
[]
[null,"BRICKWORK SUNDRIES"]
[]
[null,"Galvanised hoop iron cramps, ties, etc"]
[]
[2,"1.2x53mm HOOP iron strap \"Mitek\" or similar approved wall tie strips shot pinned to concrete and with ties bent out and built into brickwork","m",10]
[]
[null,"Joint forming material in movement joints:"]
[]
[3,"10mm Jointex built in vertical in one brick wall not exceeding 300mm wide.","m2",100]
[]
[null,"Brick reinforcement "]
[]
[4,"220mm Wide reinforcement built in horizontally.","m",20]
[]
[]
[]
[null,"MASONRY - TVOB LIFT","Page",159]
[]
[null,"MASONRY - RENAISSANCE LIFT","Page",162]
[]
[null,"MASONRY - TV PARKADE LIFT","Page",165]
[]
[null,"MASONRY - GSM LIFT","Page",168]
[]
[null,"MASONRY - RADIO PARK","Page",171]
[]
[null,"SECTION NO. 7"]
[]
[null,"BILL NO. 1"]
[]
[null,"WATERPROOFING - TVOB LIFTS (CPAP Work Group No.120 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Waterproofing"]
[]
[null,"Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee.  Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs"]
[]
[null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,"One layer 375 micron embossed polyethylene dampproof course (SANS 952-1985 type B)"]
[]
[1,"In walls","m2",30]
[]
[null,"One layer 250 micron green polyethylene waterproof sheeting (SANS 952-1985 type C) sealed at laps with PVC self-adhesive tape"]
[]
[2,"Under surface beds","m2",20]
[]
[null,"WATERPROOFING TO ROOFS, BASEMENTS, ETC"]
[]
[null,"4mm \"Derbigum SP\" waterproofing as specified by the designer"]
[]
[3,"To concrete floors","m2",203]
[]
[null,"PROTECTIVE MEMBRANE"]
[]
[null,"2 layers of 3-Ply malthoid on a smoothly trowelled mortar bedding"]
[]
[4,"On waterproofing underneath the concrete slab","m2",17]
[]
[null,"SEALING STRIPS, JOINT SEALANTS, ETC"]
[]
[null,"Sika Anchor fix joint sealing strips"]
[]
[5,"10mm In joints between walls","m",1687]
[]
[]
[]
[null,"SECTION NO. 7"]
[]
[null,"BILL NO. 2"]
[]
[null,"WATERPROOFING - RENAISSANCE LIFTS (CPAP Work Group No.120 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Waterproofing"]
[]
[null,"Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee.  Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs"]
[]
[null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,"One layer 375 micron embossed polyethylene dampproof course (SANS 952-1985 type B)"]
[]
[1,"In walls","m2",30]
[]
[null,"PROTECTIVE MEMBRANE"]
[]
[null,"2 layers of 3-Ply malthoid on a smoothly trowelled mortar bedding"]
[]
[2,"On waterproofing underneath the concrete slab","m2",20]
[]
[null,"SEALING STRIPS, JOINT SEALANTS, ETC"]
[]
[null,"Sika Anchor fix joint sealing strips"]
[]
[3,"10mm In joints between walls","m",80]
[]
[]
[]
[null,"SECTION NO. 7"]
[]
[null,"BILL NO. 3"]
[]
[null,"WATERPROOFING - TV PARKADE (CPAP Work Group No.120 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Waterproofing"]
[]
[null,"Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee.  Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs"]
[]
[null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,"One layer 375 micron embossed polyethylene dampproof course (SANS 952-1985 type B)"]
[]
[1,"In walls","m2",4]
[]
[null,"One layer 250 micron green polyethylene waterproof sheeting (SANS 952-1985 type C) sealed at laps with PVC self-adhesive tape"]
[]
[2,"Under surface beds","m2",7]
[]
[null,"WATERPROOFING TO ROOFS, BASEMENTS, ETC"]
[]
[null,"4mm \"Derbigum SP\" waterproofing as specified by the designer"]
[]
[3,"To concrete floors","m2",7]
[]
[null,"SEALING STRIPS, JOINT SEALANTS, ETC"]
[]
[null,"Sika Anchor fix joint sealing strips"]
[]
[4,"10mm In joints between walls","m",144]
[]
[]
[]
[null,"SECTION NO. 7"]
[]
[null,"BILL NO. 4"]
[]
[null,"WATERPROOFING - GSM LIFT (CPAP Work Group No.120 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Waterproofing"]
[]
[null,"Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee.  Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs"]
[]
[null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,"Apply Coprox Waterproofing Dualcoat on Basement surface wall"]
[]
[1,"On walls, basement soffits, staircase wall","m2",100]
[]
[null,"WATERPROOFING TO ROOFS, BASEMENTS, ETC"]
[]
[null,"4mm \"Derbigum SP\" waterproofing as specified by the designer"]
[]
[2,"To concrete floors","m2",107]
[]
[null,"PROTECTIVE MEMBRANE"]
[]
[null,"2 layers of 3-Ply malthoid on a smoothly trowelled mortar bedding"]
[]
[3,"On waterproofing underneath the concrete slab","m2",17]
[]
[null,"SEALING STRIPS, JOINT SEALANTS, ETC"]
[]
[null,"Sika Anchor fix joint sealing strips"]
[]
[4,"10mm In joints between walls","m",20]
[]
[]
[]
[null,"SECTION NO. 7"]
[]
[null,"BILL NO. 5"]
[]
[null,"WATERPROOFING - RADIOPARK (CPAP Work Group No.120 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Waterproofing"]
[]
[null,"Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee.  Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs"]
[]
[null,"DAMPPROOFING OF WALLS AND FLOORS"]
[]
[null,"One layer 375 micron embossed polyethylene dampproof membrane (SANS 952-1985 type B) turn-ups not exceeding 300mm girth"]
[]
[1,"Apply 4mm torch on bitumen Derbigum waterproofing strictly in accordance with the man. spec and 150mm flashing to walls. Two coats silver aluminium coating. New waterproofing to be covered by 10 years manufacturers guarantee.","m2",55]
[]
[]
[]
[null,"WATERPROOFING - TVOB LIFT","Page",175]
[]
[null,"WATERPROOFING - RENAISSANCE LIFT","Page",176]
[]
[null,"WATERPROOFING - TV PARKADE LIFT","Page",179]
[]
[null,"WATERPROOFING - GSM LIFT","Page",182]
[]
[null,"WATERPROOFING - RADIOPARK","Page",183]
[]
[null,"SECTION NO. 8"]
[]
[null,"BILL NO. 1"]
[]
[null,"ROOF COVERINGS, CLADDINGS, ETC - TVOB LIFTS (CPAP Work Group No. 125 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"INSULATION"]
[]
[null,"4mm Thick \"Alucushion\" or simila approved double sided aluminium foil faced fibreglass blanket, laid taut over purlins and fixed concurrent with roof covering: overlapped longitudinally by 100mm: on and inclusing galvanised straining wire spaced at 383mm centres: all in strict accordance with manufacturers specifications"]
[]
[1,"Above steel purlins","m2",66]
[]
[null,"Insulation as the architect specifications for floor void"]
[]
[2,"First floor door entrance","m2",9]
[]
[null,"WALL CLADDING"]
[]
[null,"Allowance for wall cladding"]
[]
[3,"Allowance for cladding on the new lift to match existing (2 Rows Country classics Satin FBS & 1 Row Country Classic Travertine FBS)","m2",87]
[]
[]
[]
[null,"SECTION NO. 8"]
[]
[null,"BILL NO. 2"]
[]
[null,"ROOF COVERINGS, CLADDINGS, ETC - TV PARKADE LIFTS (CPAP Work Group No. 125 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"INSULATION"]
[]
[null,"4mm Thick \"Alucushion\" or simila approved double sided aluminium foil faced fibreglass blanket, laid taut over purlins and fixed concurrent with roof covering: overlapped longitudinally by 100mm: on and inclusing galvanised straining wire spaced at 383mm centres: all in strict accordance with manufacturers specifications"]
[]
[1,"Above steel purlins","m2",44]
[]
[null,"WALL CLADDING"]
[]
[null,"Allowance for wall cladding"]
[]
[2,"Allowance for cladding on the new lift to match existing ","m2",399]
[]
[]
[]
[null,"SECTION NO. 8"]
[]
[null,"BILL NO. 3"]
[]
[null,"ROOF COVERINGS, CLADDINGS, ETC - GSM LIFT (CPAP Work Group No. 125 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PROFILED METAL SHEETING AND ACCESSORIES"]
[]
[null,"New chromadeck roof "]
[]
[1,"To match existing","m2",31]
[]
[null,"WALL CLADDING"]
[]
[null,"Allowance for wall cladding"]
[]
[2,"Allowance for cladding on the new lift to match existing ","m2",168]
[]
[]
[]
[null,"SECTION NO. 8"]
[]
[null,"BILL NO. 4"]
[]
[null,"ROOF COVERINGS, CLADDINGS, ETC - RADIOPARK (CPAP Work Group No. 125 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PROFILED METAL SHEETING AND ACCESSORIES"]
[]
[null,"Multi-wall polycarbonate sheeting of 10mm thickness, with one side co-extrusion UV layer with aluminium flat bar to existing steel structures  "]
[]
[1,"To entrance Porte Cochere domes","m2",115]
[]
[2,"To entrance Porte Cochere link/walkway","m2",84]
[]
[3,"To entrance Escalator dome","m2",57]
[]
[]
[]
[null,"ROOF COVERINGS, CLADDING, ETC - TVOB LIFT","Page",185]
[]
[null,"ROOF COVERINGS, CLADDING, ETC - TV PARKADE LIFT","Page",186]
[]
[null,"ROOF COVERINGS, CLADDING, ETC - GSM LIFT","Page",187]
[]
[null,"ROOF COVERINGS, CLADDING, ETC - RADIOPARK","Page",188]
[]
[null,"SECTION NO. 9"]
[]
[null,"BILL NO. 1"]
[]
[null,"CARPENTRY AND JOINERY - TVOB LIFT (CPAP Work Group No. 126 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Joinery"]
[]
[null,"Descriptions of frames shall be deemed to include frames, transomes, rails, etc"]
[]
[null,"Descriptions of hardwood joinery shall be deemed to include sinking and pelleting heads and nuts of bolts"]
[]
[null,"Decorative thermosetting plastic laminate covering"]
[]
[null,"Laminate covering shall be glued under pressure and edge strips of same shall be butt jointed at junctions with adjacent similar finish"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Trusses are at maximum 750mm centres"]
[]
[null,"Ceilings are 12.5mm sheeting with skimming on 38 x 38mm brandering"]
[]
[null,"Dimensions in descriptions of trusses are nominal and actual measurements are to be obtained from the architect/engineer and/or taken on site before design or fabrication commences"]
[]
[null,"PANNELLING"]
[]
[null,"6mm masonite protection board"]
[]
[1,"Install against concrete wall","m2",83]
[]
[]
[]
[null,"SECTION NO. 9"]
[]
[null,"BILL NO. 2"]
[]
[null,"CARPENTRY AND JOINERY - TV PARKADE LIFT (CPAP Work Group No. 126 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Joinery"]
[]
[null,"Descriptions of frames shall be deemed to include frames, transomes, rails, etc"]
[]
[null,"Descriptions of hardwood joinery shall be deemed to include sinking and pelleting heads and nuts of bolts"]
[]
[null,"Decorative thermosetting plastic laminate covering"]
[]
[null,"Laminate covering shall be glued under pressure and edge strips of same shall be butt jointed at junctions with adjacent similar finish"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Trusses are at maximum 750mm centres"]
[]
[null,"Ceilings are 12.5mm sheeting with skimming on 38 x 38mm brandering"]
[]
[null,"Dimensions in descriptions of trusses are nominal and actual measurements are to be obtained from the architect/engineer and/or taken on site before design or fabrication commences"]
[]
[null,"PANNELLING"]
[]
[null,"6mm masonite protection board"]
[]
[1,"Install against concrete wall","m2",34]
[]
[]
[]
[null,"SECTION NO. 9"]
[]
[null,"BILL NO. 3"]
[]
[null,"CARPENTRY AND JOINERY - GSM LIFT (CPAP Work Group No. 126 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Joinery"]
[]
[null,"Descriptions of frames shall be deemed to include frames, transomes, rails, etc"]
[]
[null,"Descriptions of hardwood joinery shall be deemed to include sinking and pelleting heads and nuts of bolts"]
[]
[null,"Decorative thermosetting plastic laminate covering"]
[]
[null,"Laminate covering shall be glued under pressure and edge strips of same shall be butt jointed at junctions with adjacent similar finish"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Trusses are at maximum 750mm centres"]
[]
[null,"Ceilings are 12.5mm sheeting with skimming on 38 x 38mm brandering"]
[]
[null,"Dimensions in descriptions of trusses are nominal and actual measurements are to be obtained from the architect/engineer and/or taken on site before design or fabrication commences"]
[]
[null,"ROOFS ETC"]
[]
[null,"PLATE NAILED TIMBER ROOF TRUSS CONSTRUCTION ETC"]
[]
[null,"Sawn softwood"]
[]
[1,"Allow a sum of Ninety nine thousand rands (R99 000) for the Roof construction to mono pitched roof size 12330 x 3519mm including wall plates, trusses, jack rafters etc","Item",1,{"v":99000,"d":"R99,000.00"},{"$f":"D3373*E3373","v":{"v":99000,"d":"R99,000.00"}}]
[]
[]
[]
[null,"SECTION 9"]
[]
[null,"BILL NO. 4"]
[]
[null,"CARPENTRY AND JOINERY - HENLEY TV FACILITIES (CPAP Work Group No. 126 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Joinery"]
[]
[null,"Descriptions of frames shall be deemed to include frames, transomes, rails, etc"]
[]
[null,"Descriptions of hardwood joinery shall be deemed to include sinking and pelleting heads and nuts of bolts"]
[]
[null,"Decorative thermosetting plastic laminate covering"]
[]
[null,"Laminate covering shall be glued under pressure and edge strips of same shall be butt jointed at junctions with adjacent similar finish"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Trusses are at maximum 750mm centres"]
[]
[null,"Ceilings are 12.5mm sheeting with skimming on 38 x 38mm brandering"]
[]
[null,"Dimensions in descriptions of trusses are nominal and actual measurements are to be obtained from the architect/engineer and/or taken on site before design or fabrication commences"]
[]
[null,"BUDGETARY ALLOWANCES"]
[]
[1,"Provide the sum of R 650 000 (Six Hundred and Fifty Thousand Rand) for all carpentry and joinery, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":650000,"d":"R650,000.00"},{"$f":"D3413*E3413","v":{"v":650000,"d":"R650,000.00"}}]
[]
[]
[]
[null,"SECTION 9"]
[]
[null,"BILL NO. 5"]
[]
[null,"CARPENTRY AND JOINERY - RADIOPARK (CPAP Work Group No. 126 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Joinery"]
[]
[null,"Descriptions of frames shall be deemed to include frames, transomes, rails, etc"]
[]
[null,"Descriptions of hardwood joinery shall be deemed to include sinking and pelleting heads and nuts of bolts"]
[]
[null,"Decorative thermosetting plastic laminate covering"]
[]
[null,"Laminate covering shall be glued under pressure and edge strips of same shall be butt jointed at junctions with adjacent similar finish"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Trusses are at maximum 750mm centres"]
[]
[null,"Ceilings are 12.5mm sheeting with skimming on 38 x 38mm brandering"]
[]
[null,"Dimensions in descriptions of trusses are nominal and actual measurements are to be obtained from the architect/engineer and/or taken on site before design or fabrication commences"]
[]
[null,"FLOORS"]
[]
[null,"Floors"]
[]
[1,"Allow an amount of R100 000 (One Hundred Thousand Rands Only) for repair/replace work on the black the painted 108x6mm timber skirting as required to match exisiting, to be used at the discretion of the Principal Agent when necessary.    ","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D3455*E3455","v":{"v":100000,"d":"R100,000.00"}}]
[]
[null,"TIMBER DOORS, WINDOWS, ETC"]
[]
[null,"Doors, windows, sashes, etc"]
[]
[2,"Motor room doors with ventilation grills","No",2]
[]
[3,"Duct door cover (Level K3)","No",1]
[]
[null,"Panelling"]
[]
[4,"Allow for an amount of R100 000 (One Hundred  Thousand Rand Only) for repair, replace or repaint works on existing wall finishes to lobbies, ie meranti cladding, aluminium cladding, riverstone cladding, gypsium boards, plaster and painted walls, etc, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D3467*E3467","v":{"v":100000,"d":"R100,000.00"}}]
[]
[]
[]
[null,"CARPENTRY AND JOINERY - TVOB LIFT","Page",192]
[]
[null,"CARPENTRY AND JOINERY - TV PARKADE LIFT","Page",195]
[]
[null,"CARPENTRY AND JOINERY - GSM LIFT","Page",198]
[]
[null,"CARPENTRY AND JOINERY - HENLEY TV FACILITIES","Page",201]
[]
[null,"CARPENTRY AND JOINERY - RADIOPARK","Page",204]
[]
[null,"SECTION NO. 10"]
[]
[null,"BILL NO. 1"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING, ETC - TVOB LIFT (CPAP Work Group No. 129 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"NOTE: Tenderers are advised to study the \"Specification of Materials and Methods to be used\" (OOG-001E) before pricing this bill."]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Ceilings"]
[]
[null,"Unless otherwise described ceilings shall be deemed to be horizontal"]
[]
[null,"Bulkheads"]
[]
[null,"Bulkheads are defined as those portions of ceilings which are stepped down from the general ceiling level in a particular room or area and which generally occur along the perimeter. Their purpose is either to conceal services or to create architectural features"]
[]
[null,"Bulkheads have only been described as such where they conform to the above definition and where the horizontal or vertical dimensions do not exceed 900mm. Where these dimensions are more than 900mm such portions of ceilings have been included in the appropriate general items of ceilings"]
[]
[null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length"]
[]
[null,"Steel components"]
[]
[null,"All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"Proprietary suspended ceilings"]
[]
[null,"Hangers, suspension grids, \"lay-in\" panels, etc are to be in accordance with the manufacturers' recommendations"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"1200 x 600 x 12.5mm Vinyl faced gypsum ceiling panels on exposed suspension grid system including hangers, necessary hold-down clips and wedges, etc"]
[]
[1,"Ceilings suspended not exceeding 1m below concrete soffits ","m2",66]
[]
[2,"Circular cutting","m",12]
[]
[3,"Opening for sprinkler head","No",3]
[]
[4,"Extra over ceiling for opening for 100mm diameter downlighter","No",12]
[]
[null,"Donn rhinodek vivid white or other approved vinyl faced gypsum ceiling tiles size 600x1200x9mm laid on \"donn t38\" pre-painted aluminium capped exposed tee suspension system including galvanised main and cross tees, hold down clips wedges, ect, all suspended with galvanised 2.6mm wire not exceeding 900mm all suspended with galvanised 2.6mm wire not exceeding 900mm"]
[]
[5,"Ceilings suspended not exceeding 1m below concrete soffits ","m2",40]
[]
[null,"Invisible Super Matt Sealed (Class 1) Off-shutter concrete finish formed with standard steel pans to match existing"]
[]
[6,"Ceiling","m2",22]
[]
[]
[]
[null,"SECTION NO. 10"]
[]
[null,"BILL NO. 2"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING, ETC - RENAISSANCE LIFT (CPAP Work Group No. 129 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"NOTE: Tenderers are advised to study the \"Specification of Materials and Methods to be used\" (OOG-001E) before pricing this bill."]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Ceilings"]
[]
[null,"Unless otherwise described ceilings shall be deemed to be horizontal"]
[]
[null,"Bulkheads"]
[]
[null,"Bulkheads are defined as those portions of ceilings which are stepped down from the general ceiling level in a particular room or area and which generally occur along the perimeter. Their purpose is either to conceal services or to create architectural features"]
[]
[null,"Bulkheads have only been described as such where they conform to the above definition and where the horizontal or vertical dimensions do not exceed 900mm. Where these dimensions are more than 900mm such portions of ceilings have been included in the appropriate general items of ceilings"]
[]
[null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length"]
[]
[null,"Steel components"]
[]
[null,"All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"Proprietary suspended ceilings"]
[]
[null,"Hangers, suspension grids, \"lay-in\" panels, etc are to be in accordance with the manufacturers' recommendations"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"600X600MM Donn Aurotone mineral ceiling boards with shadowline edge (MS164L) detail on T36 exposed main T-sections and cross tees with pre-painted finish"]
[]
[1,"Ceilings suspended not exceeding 1m below concrete soffits ","m2",12]
[]
[2,"Circular cutting","m",1]
[]
[3,"Opening for sprinkler head","No",1]
[]
[4,"Extra over ceiling for opening for 100mm diameter downlighter","No",1]
[]
[null,"MS164L Shadowline trim fixed to the perimeter wall, max 600mm centres as for standard trim"]
[]
[5,"Shadowline","m",14]
[]
[]
[]
[null,"SECTION NO. 10"]
[]
[null,"BILL NO. 3"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING, ETC - TV PARKADE (CPAP Work Group No. 129 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"NOTE: Tenderers are advised to study the \"Specification of Materials and Methods to be used\" (OOG-001E) before pricing this bill."]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Ceilings"]
[]
[null,"Unless otherwise described ceilings shall be deemed to be horizontal"]
[]
[null,"Bulkheads"]
[]
[null,"Bulkheads are defined as those portions of ceilings which are stepped down from the general ceiling level in a particular room or area and which generally occur along the perimeter. Their purpose is either to conceal services or to create architectural features"]
[]
[null,"Bulkheads have only been described as such where they conform to the above definition and where the horizontal or vertical dimensions do not exceed 900mm. Where these dimensions are more than 900mm such portions of ceilings have been included in the appropriate general items of ceilings"]
[]
[null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length"]
[]
[null,"Steel components"]
[]
[null,"All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"Proprietary suspended ceilings"]
[]
[null,"Hangers, suspension grids, \"lay-in\" panels, etc are to be in accordance with the manufacturers' recommendations"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"1200 x 600 x 12.5mm Vinyl faced gypsum ceiling panels on exposed suspension grid system including hangers, necessary hold-down clips and wedges, etc"]
[]
[1,"Ceilings suspended not exceeding 1m below concrete soffits ","m2",54]
[]
[2,"Circular cutting","m",83]
[]
[3,"Opening for sprinkler head","No",2]
[]
[4,"Extra over ceiling for opening for 100mm diameter downlighter","No",2]
[]
[null,"Invisible Super Matt Sealed (Class 1) Off-shutter concrete finish formed with standard steel pans to match existing"]
[]
[5,"Ceiling","m2",54]
[]
[]
[]
[null,"SECTION NO. 10"]
[]
[null,"BILL NO. 4"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING, ETC - GSM LIFT (CPAP Work Group No. 129 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"NOTE: Tenderers are advised to study the \"Specification of Materials and Methods to be used\" (OOG-001E) before pricing this bill."]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Ceilings"]
[]
[null,"Unless otherwise described ceilings shall be deemed to be horizontal"]
[]
[null,"Bulkheads"]
[]
[null,"Bulkheads are defined as those portions of ceilings which are stepped down from the general ceiling level in a particular room or area and which generally occur along the perimeter. Their purpose is either to conceal services or to create architectural features"]
[]
[null,"Bulkheads have only been described as such where they conform to the above definition and where the horizontal or vertical dimensions do not exceed 900mm. Where these dimensions are more than 900mm such portions of ceilings have been included in the appropriate general items of ceilings"]
[]
[null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length"]
[]
[null,"Steel components"]
[]
[null,"All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"Proprietary suspended ceilings"]
[]
[null,"Hangers, suspension grids, \"lay-in\" panels, etc are to be in accordance with the manufacturers' recommendations"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"1200 x 600 x 12.5mm Vinyl faced gypsum ceiling panels on exposed suspension grid system including hangers, necessary hold-down clips and wedges, etc"]
[]
[1,"Ceilings suspended not exceeding 1m below concrete soffits ","m2",24]
[]
[2,"Circular cutting","m",2]
[]
[3,"Opening for sprinkler head","No",2]
[]
[4,"Extra over ceiling for opening for 100mm diameter downlighter","No",2]
[]
[null,"Invisible Super Matt Sealed (Class 1) Off-shutter concrete finish formed with standard steel pans to match existing"]
[]
[5,"Ceiling","m2",24]
[]
[6,"DRYWALL PARTITIONS"]
[]
[null,"Drywall partitions with 12,5mm thick rhino wall board cladding on both sides and filled in with 25mm thick glasswool insulation in blanket form with a density of not less than 32kg/m²"]
[]
[7,"90mm thick partitions 2.5m high with bottom track plugged and top track fixed to suspended ceiling tees","m",392]
[]
[8,"Extra over partition 2.5m high for vertical abutment","No"]
[]
[9,"Extra over partition 2.5m high for corner","No",4]
[]
[10,"Extra over partition 2.5m high for irregular corner","No",4]
[]
[11,"Extra over partition 2.5m high for T-intersection","No",2]
[]
[12,"Extra over partition 2.5m high for fair end","No",2]
[]
[]
[]
[null,"SECTION NO. 10"]
[]
[null,"BILL NO. 5"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING, ETC - HENLEY TV FACILITIES (CPAP Work Group No. 129 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"NOTE: Tenderers are advised to study the \"Specification of Materials and Methods to be used\" (OOG-001E) before pricing this bill."]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Ceilings"]
[]
[null,"Unless otherwise described ceilings shall be deemed to be horizontal"]
[]
[null,"Bulkheads"]
[]
[null,"Bulkheads are defined as those portions of ceilings which are stepped down from the general ceiling level in a particular room or area and which generally occur along the perimeter. Their purpose is either to conceal services or to create architectural features"]
[]
[null,"Bulkheads have only been described as such where they conform to the above definition and where the horizontal or vertical dimensions do not exceed 900mm. Where these dimensions are more than 900mm such portions of ceilings have been included in the appropriate general items of ceilings"]
[]
[null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length"]
[]
[null,"Steel components"]
[]
[null,"All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"Proprietary suspended ceilings"]
[]
[null,"Hangers, suspension grids, \"lay-in\" panels, etc are to be in accordance with the manufacturers' recommendations"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"2 Hour fire rated M/F Suspended Ceiling-Five Layer of 15mm Gyproc Fire-line Board suspended with Gyproc's Metal system "]
[]
[1,"To fireman's lobbies","m2",85]
[]
[2,"Circular cutting","m",1008]
[]
[3,"Opening for sprinkler head","No",50]
[]
[4,"Extra over ceiling for opening for 100mm diameter downlighter","No",1]
[]
[null,"Invisible Super Matt Sealed (Class 1) Off-shutter concrete finish formed with standard steel pans to match existing"]
[]
[5,"Ceiling","m2",300]
[]
[null,"6.4mm Gypsum plasterboard on screw-up tee suspension grid including hangers etc, with tape fixed over joints and the whole finished with gypsum plaster trowelled to a smooth polished surface"]
[]
[6,"Ceilings suspended not exceeding 1m below concrete soffits","m2",300]
[]
[null,"13mm thick Gyprock Soundchek high density gypsum plasterboard ( 1350mm(w) x 4200mm(l) ) screwed to the purlins with proper ceiling installation accessories to manufacturer's specifications, joints skimmed and boards plastered with 3mm to 6mm thick RhinoLite Multipurpose plaster, all in accordance with the manufacturers recommendations"]
[]
[7,"Ceiling","m2",980]
[]
[null,"Flush plaster soffits"]
[]
[8,"12mm thick gypsum flush plastered ceiling fixed print side up with 32mm galvanized clout or semi-clout nails at 150mm centers to 38 x 38mm SA Pine at 300mm centres in one direction, all fixed to trusses at max 1100 centres. Joints to be covered with drywall joint tape fixed over joints (double over butt joints) and then plastered with 6mm thick gypsum skim plaster applied as per manufacturers instructions. insert 25mm prepainted steel shadow line trim all around.","m2",101]
[]
[null,"PARTITIONS ETC"]
[]
[null,"DRYWALL PARTITIONS"]
[]
[null,"Drywall partitions with 12,5mm thick rhino wall board cladding on both sides and filled in with 25mm thick glasswool insulation in blanket form with a density of not less than 32kg/m² (120 minutes fire rated)"]
[]
[9,"90mm thick partitions 2.5m high with bottom track plugged and top track fixed to suspended ceiling tees","m2",100]
[]
[null,"100mm Sonowool"]
[]
[10,"For drywall","m2",100]
[]
[null,"2 Hour fire rated drywall partitions with 12.5mm thick rhino wall board cladding on both sides and filled with 25mm thick glasswool insulation in blanket form with a density of not less than 32kg/m2 "]
[]
[11,"Fire rated partiton walls ","m2",98]
[]
[]
[]
[null,"SECTION NO.10"]
[]
[null,"BILL NO. 6"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING, ETC - RADIOPARK (CPAP Work Group No. 129 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"NOTE: Tenderers are advised to study the \"Specification of Materials and Methods to be used\" (OOG-001E) before pricing this bill."]
[]
[null,"Fixing"]
[]
[null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins, or to be shot-pinned, to brickwork or concrete"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as \"bolted\", the bolts have been given elsewhere"]
[]
[null,"Ceilings"]
[]
[null,"Unless otherwise described ceilings shall be deemed to be horizontal"]
[]
[null,"Bulkheads"]
[]
[null,"Bulkheads are defined as those portions of ceilings which are stepped down from the general ceiling level in a particular room or area and which generally occur along the perimeter. Their purpose is either to conceal services or to create architectural features"]
[]
[null,"Bulkheads have only been described as such where they conform to the above definition and where the horizontal or vertical dimensions do not exceed 900mm. Where these dimensions are more than 900mm such portions of ceilings have been included in the appropriate general items of ceilings"]
[]
[null,"Unless otherwise described bulkheads shall be deemed to be horizontal along the length"]
[]
[null,"Steel components"]
[]
[null,"All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"Proprietary suspended ceilings"]
[]
[null,"Hangers, suspension grids, \"lay-in\" panels, etc are to be in accordance with the manufacturers' recommendations"]
[]
[null,"SUSPENDED CEILINGS"]
[]
[null,"1200 x 600 x 12.5mm Fissured fineline suspended ceiling tiles on fineline suspended ceiling grid system, allow for M6 wall angle cornice  "]
[]
[1,"To high rise, low rise and fireman's lobbies","m2",1229]
[]
[null,"Flush plaster soffits"]
[]
[2,"12mm thick gypsum flush plastered ceiling fixed print side up with 32mm galvanized clout or semi-clout nails at 150mm centers to 38 x 38mm SA Pine at 300mm centres in one direction, all fixed to trusses at max 1100 centres. Joints to be covered with drywall joint tape fixed over joints (double over butt joints) and then plastered with 6mm thick gypsum skim plaster applied as per manufacturers instructions. insert 25mm prepainted steel shadow line trim all around.","m2",255]
[]
[null,"2 Hour fire rated drywall partitions with 12.5mm thick rhino wall board cladding on both sides and filled with 25mm thick glasswool insulation in blanket form with a density of not less than 32kg/m2 "]
[]
[3,"Fire rated drywall for change-over station   ","m2",69]
[]
[]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING - TVOB LIFT","Page",209]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING - RENAISSANCE LIFT","Page",212]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING - TV PARKADE LIFT","Page",215]
[]
[null,"CEILING, PARTITION AND ACCESS FLOORING - GSM LIFT","Page",219]
[]
[null,"CEILING, PARTITION AND ACCESS FLOORINGS - HENLEY TV FACILITIES","Page",224]
[]
[null,"CEILING, PARTITION AND ACCESS FLOORING - RADIOPARK","Page",228]
[]
[null,"SECTION NO. 11"]
[]
[null,"BILL NO. 1"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC - TVOB LIFT (CPAP Work Group No. 130 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Tenderer shall have read all the designers specifications issued (referring to Architect drawing no.8.1 - 00 Finishing Schedule)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of the flooring, linings, etc"]
[]
[null,"FLOOR COVERINGS"]
[]
[null,"300x300x2mm Vinyl floor tile to match existing on power floated concrete finish"]
[]
[1,"To floor","m2",42]
[]
[null,"SUNDRIES"]
[]
[null,"Allowance for sundries"]
[]
[2,"To floors","m2",42]
[]
[]
[]
[null,"SECTION NO. 11"]
[]
[null,"BILL NO. 2"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC. - TV PARKADE LIFT (CPAP Work Group No. 130 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Tenderer shall have read all the designers specifications issued (referring to Architect drawing no.8.1 - 00 Finishing Schedule)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of the flooring, linings, etc"]
[]
[null,"FLOOR COVERINGS"]
[]
[null,"300x300x2mm Vinyl floor tile to match existing on power floated concrete finish"]
[]
[1,"To floor","m2",107]
[]
[null,"SUNDRIES"]
[]
[null,"Allowance for sundries"]
[]
[2,"To floors","m2",107]
[]
[]
[]
[null,"SECTION NO. 11"]
[]
[null,"BILL NO. 3"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC - GSM LIFT (CPAP Work Group No. 130 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Tenderer shall have read all the designers specifications issued (referring to Architect drawing no.8.1 - 00 Finishing Schedule)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of the flooring, linings, etc"]
[]
[null,"FLOOR COVERINGS"]
[]
[null,"300x300x2mm Vinyl floor tile to match existing on power floated concrete finish"]
[]
[1,"To floor","m2",98]
[]
[null,"SUNDRIES"]
[]
[null,"Allowance for sundries"]
[]
[2,"To floors","m2",98]
[]
[]
[]
[null,"SECTION 11"]
[]
[null,"BILL NO. 4"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC. - HENLEY TV FACILITIES (CPAP Work Group No. 130 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Tenderer shall have read all the designers specifications issued (referring to Architect drawing no.8.1 - 00 Finishing Schedule)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of the flooring, linings, etc"]
[]
[null,"FLOOR COVERINGS"]
[]
[null,"300x300x2mm Vinyl floor tile to match existing on power floated concrete finish"]
[]
[1,"To floor","m2",900]
[]
[2,"To stairs (Treads and Risers)","m2",50]
[]
[null,"Belgotex carpet or similar approved"]
[]
[3,"To floors","m2",201]
[]
[null,"SUNDRIES"]
[]
[null,"Allowance for sundries"]
[]
[4,"To floors","m2",650]
[]
[]
[]
[null,"SECTION 11"]
[]
[null,"BILL NO. 5"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC. - RADIOPARK (CPAP Work Group No. 130 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Tenderer shall have read all the designers specifications issued (referring to Architect drawing no.8.1 - 00 Finishing Schedule)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of the flooring, linings, etc"]
[]
[null,"FLOOR COVERINGS"]
[]
[null,"300x300x2mm  Black Vinyl floor tile/mat to match existing on power floated concrete finish   "]
[]
[null,"300x300x2mm Various coloured carpet/carpet tiles to match existing on power floated concrete finish   "]
[]
[null,"300x300x2mm Anti-slip rubber mat to match existing on power floated concrete finish   "]
[]
[1,"Allow an amount for R120 000 (One Hundred and Twenty Thousand Rand Only) for repairing and/or replacing the lobby floor finishes, ie, vinyl tiles, various coloured carpet/carpet tiles, etc. To be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":120000,"d":"R120,000.00"},{"$f":"D4037*E4037","v":{"v":120000,"d":"R120,000.00"}}]
[]
[]
[]
[null,"FLOOR COVERINGS - TVOB LIFT","Page",230]
[]
[null,"FLOOR COVERINGS - TV PARKADE LIFT","Page",231]
[]
[null,"FLOOR COVERINGS - GSM LIFT","Page",232]
[]
[null,"FLOOR COVERINGS - HENLEY TV FACILITIES","Page",233]
[]
[null,"FLOOR COVERINGS - RADIOPARK","Page",236]
[]
[null,"SECTION 12"]
[]
[null,"BILL NO. 1"]
[]
[null,"IRONMONGERY - HENLEY TV FACILITIES (CPAP Work Group No. 132 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Proprietary items"]
[]
[null,"Where applicable the manufacturers' names or product catalogue titles are given in sub-headings preceding the items  Prices are to be based on the specific products/articles specified.  If tenderers wish to offer alternative products/articles for certain items, these items are to be clearly marked and the alternative specification given with supporting brochures etc clarifying the features of the products/articles offered  On request returnable samples are to be provided to the principal agent for consideration"]
[]
[null,"Finishes to ironmongery"]
[]
[null,"Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacqueredCH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelledAN Anodised natural AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD Sanded"]
[]
[null,"LOCKSET"]
[]
[null,"Dorma or similar approved"]
[]
[1,"Union 323 Cylinder deadlock set system CODE: L-21315-76SS","No",10]
[]
[null,"HANDLES"]
[]
[null,"Dorma or similar approved"]
[]
[2,"New handles on profile plate, tubular stainless steel  6003 handle on 150mm x 75mm S/S Backplate profile piercing","No",20]
[]
[null,"PUSH PLATES AND KICKING PLATES"]
[]
[null,"Natural Anodised aluminium"]
[]
[3,"900X800mm Kick plate (CODE: SS5089-900W)","No",20]
[]
[4,"600 x 813mm Kick plate (CODE: SS5089-600W)","No",20]
[]
[5,"Mounting Plate","No",20]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Directive signage "]
[]
[6,"Allowance for sum of R100 000 (One Hundred Thousand Rand Only) for  Architectural/Building/Compliance Signage, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D4095*E4095","v":{"v":100000,"d":"R100,000.00"}}]
[]
[7,"Allow for sum the sum of R 650 000 (Six Hundred and Fifty Thousand Rand only) for new ironmonery, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":650000,"d":"R650,000.00"},{"$f":"D4097*E4097","v":{"v":650000,"d":"R650,000.00"}}]
[]
[]
[]
[null,"SECTION 12"]
[]
[null,"BILL NO. 2"]
[]
[null,"IRONMONGERY - RADIOPARK (CPAP Work Group No. 132 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Proprietary items"]
[]
[null,"Where applicable the manufacturers' names or product catalogue titles are given in sub-headings preceding the items  Prices are to be based on the specific products/articles specified.  If tenderers wish to offer alternative products/articles for certain items, these items are to be clearly marked and the alternative specification given with supporting brochures etc clarifying the features of the products/articles offered  On request returnable samples are to be provided to the principal agent for consideration"]
[]
[null,"Finishes to ironmongery"]
[]
[null,"Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacqueredCH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelledAN Anodised natural AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD Sanded"]
[]
[null,"LOCKSET"]
[]
[null,"Dorma or similar approved"]
[]
[1,"Union 323 Cylinder deadlock set system CODE: L-21315-76SS","No",133]
[]
[null,"HANDLES"]
[]
[null,"Dorma or similar approved"]
[]
[2,"Alini round pull handle. Length 170mm, CTC 150mm, Post 19mm, Finish SS     ","No",140]
[]
[null,"PUSH PLATES AND KICKING PLATES"]
[]
[null,"Natural Anodised aluminium"]
[]
[3,"150 x 300mm Base plate SS      ","No",140]
[]
[null,"Fixing Screws"]
[]
[4,"Calini 19mm pull handle through fixing set with rosette for: IW1306, IW1318 - 22mm diameter & 25mm diameter, IW1320 - 19mm diameter    ","No",140]
[]
[null,"Signage"]
[]
[null,"Directive signage"]
[]
[5,"Allowance for sum of R100 000 (One Hundred Thousand Rand Only) for  Architectural/Building/Compliance Signage, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D4145*E4145","v":{"v":100000,"d":"R100,000.00"}}]
[]
[null,"ELEVATOR CALL BUTTONS"]
[]
[null,"Elavator call buttons"]
[]
[6,"Allow an amount of R100 000 (One Hundred Thousand Rand Only) for repositioning of new lift call buttons as per SANS 10400 Part S and repair existing architraves       ","Item",1,{"v":100000,"d":"R100,000.00"},{"$f":"D4151*E4151","v":{"v":100000,"d":"R100,000.00"}}]
[]
[]
[]
[null,"IRONMONGERY - HENLY TV FACILITIES","Page",241]
[]
[null,"IRONMONGERY - RADIOPARK","Page",245]
[]
[null,"SECTION NO. 13"]
[]
[null,"BILL NO. 1"]
[]
[null,"STRUCTURAL STEELWORK - TVOB LIFT (CPAP Work Group No. 134 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Consideration is to be given in specific applications (eg where \"heavy\" steel structures such as in industrial plants, towers for mine shafts, etc are dominant) to implement the principles laid down by the \"Measurement for Structural Steelwork\" as prepared and recommended by the South African Institute of Steel Construction  This bill however is based on the Standard System of Measuring Building Work Sixth Edition (Revised)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers "]
[]
[null,"Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Provide lump sum and rates per tonne for the supply, fabrication, delivery and erection of the structural steelwork listed below. Steelwork to be Grade 350WA or   S355JR(unless otherwise noted) in accordance with SANS 50025 (U.N.O). Rates to include for the preparation of fabrication drawings for approval."]
[]
[null,"The prices are to include for all normal fabrication labours associated with the type of member described in the Bill, e.g. includes for normal chamfering and notching of flanges on beam to beam and beam to column connections. Weights of notches and holes etc, will not be deducted and weight of welding will not be added. "]
[]
[null,"GALVANISED STEEL TRUSSES"]
[]
[null,"Structural steel beams, flanges with flanges and connection plates bolted to steel"]
[]
[1,"254 x 146 x 31kg/m Universal Beam","kg",124]
[]
[null,"Structural steel UC"]
[]
[2,"152 x 152 x 30kg/m UC","kg",38]
[]
[null,"Structural steel parallel channels"]
[]
[3,"IPE 200 x 100","kg",100]
[]
[null,"Flanges bolted, etc "]
[]
[4,"230 x 90 x 32kg/m Parallel Flanges Channel","kg",72]
[]
[null,"High tensile bolts and high strength on grip bolts including nuts and washers"]
[]
[5,"4 x M20 (8.8) Bolts","No",172]
[]
[6,"4 x M24 HD bolts","No",16]
[]
[null,"SUNDRIES"]
[]
[null,"Plates"]
[]
[7,"10 x 145 Steel plates","kg",64]
[]
[null,"Steel flat bars"]
[]
[8,"FL 16 x 300","kg",11]
[]
[9,"FL 10 x 100","kg",1]
[]
[10,"FL 10 x 70","kg",1]
[]
[null,"TESTS"]
[]
[11,"Provide the sum of R9 000 for quality control inspection by an authorised independent inspection authority","Item",1,{"v":9000,"d":"R9,000.00"},{"$f":"D4223*E4223","v":{"v":9000,"d":"R9,000.00"}}]
[]
[12,"Profit","%IT",10]
[]
[13,"Attendance","%IT",10]
[]
[null,"PAINTING"]
[]
[null,"Apply bituminous paint (Zincfix) or equally approved"]
[]
[14,"On structural galvanised steel columns, beams, etc","m2",100]
[]
[]
[]
[null,"SECTION NO. 13"]
[]
[null,"BILL NO. 2"]
[]
[null,"STRUCTURAL STEELWORK - RENAISSANCE LIFT (CPAP Work Group No. 134 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Consideration is to be given in specific applications (eg where \"heavy\" steel structures such as in industrial plants, towers for mine shafts, etc are dominant) to implement the principles laid down by the \"Measurement for Structural Steelwork\" as prepared and recommended by the South African Institute of Steel Construction  This bill however is based on the Standard System of Measuring Building Work Sixth Edition (Revised)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers "]
[]
[null,"Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Provide lump sum and rates per tonne for the supply, fabrication, delivery and erection of the structural steelwork listed below. Steelwork to be Grade 350WA or   S355JR(unless otherwise noted) in accordance with SANS 50025 (U.N.O). Rates to include for the preparation of fabrication drawings for approval."]
[]
[null,"The prices are to include for all normal fabrication labours associated with the type of member described in the Bill, e.g. includes for normal chamfering and notching of flanges on beam to beam and beam to column connections. Weights of notches and holes etc, will not be deducted and weight of welding will not be added. "]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allow for structural steel work"]
[]
[1,"Allow for sum of R 50 000 (Fifty Thousand Rand Only for structural steel columns, plates, bolts, etc. ","SUM",1,{"v":50000,"d":"R50,000.00"},{"$f":"D4265*E4265","v":{"v":50000,"d":"R50,000.00"}}]
[]
[null,"TESTS"]
[]
[2,"Provide the sum of R9 000 for quality control inspection by an authorised independent inspection authority","Item",1,{"v":9000,"d":"R9,000.00"},{"$f":"D4269*E4269","v":{"v":9000,"d":"R9,000.00"}}]
[]
[3,"Profit","%IT",10]
[]
[4,"Attendance","%IT",10]
[]
[null,"PAINTING"]
[]
[null,"Apply bituminous paint (Zincfix) or equally approved"]
[]
[5,"On structural galvanised steel columns, beams, etc","m2",7]
[]
[]
[]
[null,"SECTION NO. 13"]
[]
[null,"BILL NO. 3"]
[]
[null,"STRUCTURAL STEELWORK - TV PARKADE (CPAP Work Group No. 134 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Consideration is to be given in specific applications (eg where \"heavy\" steel structures such as in industrial plants, towers for mine shafts, etc are dominant) to implement the principles laid down by the \"Measurement for Structural Steelwork\" as prepared and recommended by the South African Institute of Steel Construction  This bill however is based on the Standard System of Measuring Building Work Sixth Edition (Revised)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers "]
[]
[null,"Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Provide lump sum and rates per tonne for the supply, fabrication, delivery and erection of the structural steelwork listed below. Steelwork to be Grade 350WA or   S355JR(unless otherwise noted) in accordance with SANS 50025 (U.N.O). Rates to include for the preparation of fabrication drawings for approval."]
[]
[null,"The prices are to include for all normal fabrication labours associated with the type of member described in the Bill, e.g. includes for normal chamfering and notching of flanges on beam to beam and beam to column connections. Weights of notches and holes etc, will not be deducted and weight of welding will not be added. "]
[]
[null,"GALVANISED STEEL TRUSSES"]
[]
[null,"Structural steel beams, flanges with flanges and connection plates bolted to steel"]
[]
[1,"254 x 146 x 31kg/m Universal Beam","kg",383]
[]
[null,"Structural steel UC"]
[]
[2,"152 x 152 x 37kg/m UC","kg",1754]
[]
[null,"Structural steel parallel channels"]
[]
[3,"IPE 200 x 100","kg",68]
[]
[null,"Flanges bolted, etc "]
[]
[4,"230 x 90 x 32kg/m Parallel Flanges Channel","kg",119]
[]
[null,"High tensile bolts and high strength on grip bolts including nuts and washers"]
[]
[5,"4 x M20 (8.8) Bolts","No",100]
[]
[6,"4 x M24 HD bolts","No",100]
[]
[null,"SUNDRIES"]
[]
[null,"Plates"]
[]
[7,"10 x 145 Steel plates","kg",5]
[]
[null,"Steel flat bars"]
[]
[8,"FL 16 x 300","kg",10]
[]
[9,"FL 10 x 100","kg",11]
[]
[10,"FL 10 x 70","kg",1]
[]
[null,"TESTS"]
[]
[11,"Provide the sum of R9 000 for quality control inspection by an authorised independent inspection authority","Item",1,{"v":9000,"d":"R9,000.00"},{"$f":"D4347*E4347","v":{"v":9000,"d":"R9,000.00"}}]
[]
[12,"Profit","%IT",10]
[]
[13,"Attendance","%IT",10]
[]
[null,"PAINTING"]
[]
[null,"Apply bituminous paint (Zincfix) or equally approved"]
[]
[14,"On structural galvanised steel columns, beams, etc","m2",334]
[]
[]
[]
[null,"SECTION NO. 13"]
[]
[null,"BILL NO. 4"]
[]
[null,"STRUCTURAL STEELWORK - GSM LIFT (CPAP Work Group No. 134 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"Consideration is to be given in specific applications (eg where \"heavy\" steel structures such as in industrial plants, towers for mine shafts, etc are dominant) to implement the principles laid down by the \"Measurement for Structural Steelwork\" as prepared and recommended by the South African Institute of Steel Construction  This bill however is based on the Standard System of Measuring Building Work Sixth Edition (Revised)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers "]
[]
[null,"Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Provide lump sum and rates per tonne for the supply, fabrication, delivery and erection of the structural steelwork listed below. Steelwork to be Grade 350WA or   S355JR(unless otherwise noted) in accordance with SANS 50025 (U.N.O). Rates to include for the preparation of fabrication drawings for approval."]
[]
[null,"The prices are to include for all normal fabrication labours associated with the type of member described in the Bill, e.g. includes for normal chamfering and notching of flanges on beam to beam and beam to column connections. Weights of notches and holes etc, will not be deducted and weight of welding will not be added. "]
[]
[null,"GALVANISED STEEL TRUSSES"]
[]
[null,"Structural steel beams, flanges with flanges and connection plates bolted to steel"]
[]
[1,"254 x 146 x 31kg/m Universal Beam","kg",146]
[]
[null,"Structural steel UC"]
[]
[2,"152 x 152 x 30kg/m UC","kg",498]
[]
[null,"Structural steel parallel channels"]
[]
[3,"IPE 200 x 100","kg",77]
[]
[4,"IPE 120 x 64","kg",18]
[]
[null,"Flanges bolted, etc "]
[]
[5,"230 x 90 x 32kg/m Parallel Flanges Channel","kg",181]
[]
[null,"Steel Angles bolted, etc "]
[]
[6,"L90 X 90 X 8 steel angle","kg",81]
[]
[null,"High tensile bolts and high strength on grip bolts including nuts and washers"]
[]
[7,"4 x M20 (8.8) Bolts","No",80]
[]
[8,"4 x M24 HD bolts","No",40]
[]
[null,"SUNDRIES"]
[]
[null,"Plates"]
[]
[9,"10 x 145 Steel plates","kg",5]
[]
[10,"12mm End plate","kg",100]
[]
[11,"16mm Base plate","kg",100]
[]
[null,"Steel flat bars"]
[]
[12,"FL 16 x 300","kg",11]
[]
[13,"FL 10 x 100","kg",1]
[]
[14,"FL 10 x 70","kg",1]
[]
[null,"TESTS"]
[]
[15,"Provide the sum of R9 000 for quality control inspection by an authorised independent inspection authority","Item",1,{"v":9000,"d":"R9,000.00"},{"$f":"D4435*E4435","v":{"v":9000,"d":"R9,000.00"}}]
[]
[16,"Profit","%IT",{"v":0.1,"d":"10%"}]
[]
[17,"Attendance","%IT",{"v":0.1,"d":"10%"}]
[]
[null,"PAINTING"]
[]
[null,"Apply bituminous paint (Zincfix) or equally approved"]
[]
[18,"On structural galvanised steel columns, beams, etc","m2",119]
[]
[]
[]
[null,"STRUCTURAL STEELWORK - TVOB LIFT","Page",250]
[]
[null,"STRUCTURAL STEELWORK - RENAISSANCE LIFT","Page",253]
[]
[null,"STRUCTURAL STEELWORK - LIFT PARKADE LIFT","Page",257]
[]
[null,"STRUCTURAL STEELWORK - GSM LIFT","Page",261]
[]
[19,"Allow an amount of R1 000 000 for all structural steelwork works","Item",1,{"v":1000000,"d":"R1,000,000.00"},{"$f":"D4457*E4457","v":{"v":1000000,"d":"R1,000,000.00"}}]
[]
[null,"SECTION NO. 14"]
[]
[null,"BILL NO. 1"]
[]
[null,"METALWORK - TVOB LIFT (CPAP Work Group No. 136 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions of bolts, anchors, etc"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Items described as \"holed for bolt(s)\" shall be deemed to exclude the bolts unless otherwise described"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres"]
[]
[null,"Aluminium doors, windows, etc"]
[]
[null,"Doors and windows shall comply with AAAMSA design criteria  Glazing shall comply with SAGGA regulations.  Glass shall be maximum laminated performance glass as shown on the window schedules/drawings appended to these bills of quantities as described in the headings to window descriptions.  Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings  Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed  For purpose made windows and doors, refer to drawings annexed to these bills of quantities"]
[]
[null,"The following certificates shall be provided prior to commencement of site work:1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively"]
[]
[null,"3 A powder guarantee of not less than 15 years issued by the powder manufacturer.  The specific conditions contained in this guarantee shall form part of the powder coating process 4 A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5 A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years",{"$nulls":16},"21/10/2021 10:13:42"]
[]
[null,"STEEL HANDRAILS"]
[]
[null,"Welded handrails to staircase"]
[]
[1,"900mm High mild steel rail to repair and match existing","m",13]
[]
[null,"STAINLESS STEEL"]
[]
[null,"Floor to ceiling stainless steel gladding to match new existing architrave"]
[]
[2,"To Lifts entrance","m2",49]
[]
[null,"ALUMINIUM WINDOWS, DOORS, ETC"]
[]
[null,"100x40mm Natural anodised flush glazing system powder coated."]
[]
[3,"1487 x 4590mm high aluminium window","No",2]
[]
[]
[]
[null,"SECTION NO. 14"]
[]
[null,"BILL NO. 2"]
[]
[null,"METALWORK - RENAISSANCE LIFT (CPAP Work Group No. 136 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions of bolts, anchors, etc"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Items described as \"holed for bolt(s)\" shall be deemed to exclude the bolts unless otherwise described"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres"]
[]
[null,"Aluminium doors, windows, etc"]
[]
[null,"Doors and windows shall comply with AAAMSA design criteria  Glazing shall comply with SAGGA regulations.  Glass shall be maximum laminated performance glass as shown on the window schedules/drawings appended to these bills of quantities as described in the headings to window descriptions.  Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings  Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed  For purpose made windows and doors, refer to drawings annexed to these bills of quantities"]
[]
[null,"The following certificates shall be provided prior to commencement of site work:1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively"]
[]
[null,"3 A powder guarantee of not less than 15 years issued by the powder manufacturer.  The specific conditions contained in this guarantee shall form part of the powder coating process 4 A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5 A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years",{"$nulls":16},"22/10/2021 11:10:08"]
[]
[null,"STAINLESS STEEL"]
[]
[null,"Floor to ceiling stainless steel gladding to match new existing architrave"]
[]
[1,"To Lifts entrance","m2",24]
[]
[]
[]
[null,"SECTION NO. 14"]
[]
[null,"BILL NO. 3"]
[]
[null,"METALWORK - TV PARKADE (CPAP Work Group No. 136 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions of bolts, anchors, etc"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Items described as \"holed for bolt(s)\" shall be deemed to exclude the bolts unless otherwise described"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres"]
[]
[null,"Aluminium doors, windows, etc"]
[]
[null,"Doors and windows shall comply with AAAMSA design criteria  Glazing shall comply with SAGGA regulations.  Glass shall be maximum laminated performance glass as shown on the window schedules/drawings appended to these bills of quantities as described in the headings to window descriptions.  Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings  Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed  For purpose made windows and doors, refer to drawings annexed to these bills of quantities"]
[]
[null,"The following certificates shall be provided prior to commencement of site work:1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively"]
[]
[null,"3 A powder guarantee of not less than 15 years issued by the powder manufacturer.  The specific conditions contained in this guarantee shall form part of the powder coating process 4 A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5 A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years",{"$nulls":16},"22/10/2021 01:11:15"]
[]
[null,"STEEL HANDRAILS"]
[]
[null,"Welded handrails to staircase"]
[]
[1,"900mm High mild steel rail to repair and match existing","m",18]
[]
[null,"STAINLESS STEEL"]
[]
[null,"Floor to ceiling stainless steel gladding to match new existing architrave"]
[]
[2,"To Lifts entrance","m2",72]
[]
[null,"ALUMINIUM WINDOWS, DOORS, ETC"]
[]
[null,"44x90mm Aluminium door and 75x30mm door frame powder coated to match existing "]
[]
[3,"1487 x 4590mm high aluminium window","No",8]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[4,"1487 x 4590mm high aluminium window","No",14]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[5,"1487 x 4590mm high aluminium window","No",1]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[6,"1487 x 4590mm high aluminium window","No",5]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[7,"1487 x 4590mm high aluminium window","No",1]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[8,"1487 x 4590mm high aluminium window","No",1]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[9,"1487 x 4590mm high aluminium window","No",4]
[]
[null,"50mm top hung system natural anodised to match existing with virage in-line cockspur push to unlock handle"]
[]
[10,"470 x 2653mm high aluminium window with 50mm top hung system","No",2]
[]
[null,"Anodised Aluminium Shopfront as per Architect specifications"]
[]
[11,"2400mm x 2550mm high aluminium shopfront","No",8]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Taking out/off and removing an existing turnstile and install new"]
[]
[12,"Allowance for sum of R50 000 (Fifty Thousand Rand Only) for Triumph full height bi-directional industrial Turnstile is used to control strict access areas. It is suitable for both exterior and interior use in severe conditions, with no routine maintenance required. Available in 3-arm (120°), 4-arm (90°) or 5-arm (72°). including biometric reader","Item",1,{"v":50000,"d":"R50,000.00"},{"$f":"D4625*E4625","v":{"v":50000,"d":"R50,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 14"]
[]
[null,"BILL NO. 4"]
[]
[null,"METALWORK - GSM LIFT (CPAP Work Group No. 136 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions of bolts, anchors, etc"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Items described as \"holed for bolt(s)\" shall be deemed to exclude the bolts unless otherwise described"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres"]
[]
[null,"Aluminium doors, windows, etc"]
[]
[null,"Doors and windows shall comply with AAAMSA design criteria  Glazing shall comply with SAGGA regulations.  Glass shall be maximum laminated performance glass as shown on the window schedules/drawings appended to these bills of quantities as described in the headings to window descriptions.  Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings  Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed  For purpose made windows and doors, refer to drawings annexed to these bills of quantities"]
[]
[null,"The following certificates shall be provided prior to commencement of site work:1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively"]
[]
[null,"3 A powder guarantee of not less than 15 years issued by the powder manufacturer.  The specific conditions contained in this guarantee shall form part of the powder coating process 4 A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5 A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years",{"$nulls":16},"25/10/2021 01:08:41"]
[]
[null,"STAINLESS STEEL"]
[]
[null,"Floor to ceiling stainless steel Cladding to match new existing architrave"]
[]
[1,"To Lifts entrance","m2",23]
[]
[null,"Natural anodised aluminium window "]
[]
[2,"223 x 3270mm high Aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[3,"609 x 3910 mm high aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[4,"1487 x 4590mm high aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[5,"2975 x 3015 mm high aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[6,"3500 x 3910 high aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[7,"408 x 67500mm high aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[8,"817 x 6750 high aluminium window","No",1]
[]
[null,"Natural anodised aluminium window "]
[]
[9,"2304 x 67500mm high aluminium window","No",1]
[]
[]
[]
[null,"SECTION NO. 14"]
[]
[null,"BILL NO. 5"]
[]
[null,"METALWORK - HENLEY TV FACILITIES (CPAP Work Group No. 136 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions of bolts, anchors, etc"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Items described as \"holed for bolt(s)\" shall be deemed to exclude the bolts unless otherwise described"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres"]
[]
[null,"Aluminium doors, windows, etc"]
[]
[null,"Doors and windows shall comply with AAAMSA design criteria  Glazing shall comply with SAGGA regulations.  Glass shall be maximum laminated performance glass as shown on the window schedules/drawings appended to these bills of quantities as described in the headings to window descriptions.  Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings  Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed  For purpose made windows and doors, refer to drawings annexed to these bills of quantities"]
[]
[null,"The following certificates shall be provided prior to commencement of site work:1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively"]
[]
[null,"3 A powder guarantee of not less than 15 years issued by the powder manufacturer.  The specific conditions contained in this guarantee shall form part of the powder coating process 4 A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5 A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years",{"$nulls":16},"09/12/2021 05:02:51"]
[]
[null,"STAINLESS STEEL"]
[]
[null,"Door frames"]
[]
[1,"3152 x 2550mm, 1.6mm Steel frame as per manufacturer ","No",3]
[]
[null,"Floor to ceiling stainless steel gladding to match new existing architrave"]
[]
[2,"To Lifts entrance","m2",270]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Damaged shopfronts"]
[]
[3,"Allow Budgetary allowance of R600 000 (Six Hundred Thousand Rand Only) for the Supply and Installation of damaged shopfronts.","Item",1,{"v":600000,"d":"R600,000.00"},{"$f":"D4739*E4739","v":{"v":600000,"d":"R600,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 14"]
[]
[null,"BILL NO. 6"]
[]
[null,"METALWORK - RADIOPARK (CPAP Work Group No. 136 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Descriptions of bolts, anchors, etc"]
[]
[null,"Descriptions of bolts shall be deemed to include nuts and washers"]
[]
[null,"Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete"]
[]
[null,"Items described as \"holed for bolt(s)\" shall be deemed to exclude the bolts unless otherwise described"]
[]
[null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres"]
[]
[null,"Aluminium doors, windows, etc"]
[]
[null,"Doors and windows shall comply with AAAMSA design criteria  Glazing shall comply with SAGGA regulations.  Glass shall be maximum laminated performance glass as shown on the window schedules/drawings appended to these bills of quantities as described in the headings to window descriptions.  Glass thickness shall comply with SAGGA regulations irrespective of thicknesses shown on the schedules/drawings  Doors and windows shall be supplied with protective tape and plastic and shall be removed only once surrounding trades have been completed  For purpose made windows and doors, refer to drawings annexed to these bills of quantities"]
[]
[null,"The following certificates shall be provided prior to commencement of site work:1 A copy of the relevant AAAMSA Performance Test Certificate from the manufacturer/contractor supplying the architectural aluminium product 2 A Certificate of Conformance confirming that anodising or powder coating has been processed in accordance with SANS 999 and SANS 1796 respectively"]
[]
[null,"3 A powder guarantee of not less than 15 years issued by the powder manufacturer.  The specific conditions contained in this guarantee shall form part of the powder coating process 4 A Certificate of Conformance confirming that glazing has been installed in accordance with SANS 0137, ensuring that safety glazing materials have been installed in the mandatory areas and that each individual pane of safety glazing materials has been permanently marked 5 A warranty from the manufacturer of the laminated safety glass and/or hermetically sealed glazing units guaranteeing the products against delamination and colour degredation for a period of not less than five years",{"$nulls":16},"24/06/2022 12:44:48"]
[]
[null,"STAINLESS STEEL"]
[]
[null,"STEEL DOOR FRAMES, DOORS, WINDOWS, ETC"]
[]
[null,"Door frames"]
[]
[1,"3040 x 2125mm, 1.6mm Steel frame as per manufacturer ","No",22]
[]
[2,"2896 x 2125, 1.6mm Steel frame as per manufacture ","No",22]
[]
[3,"1990 x 2125mm, 1.6mm Steel frame as per manufacture ","No",7]
[]
[4,"1896 x 2125mm, 1.6mm Steel frame as per manufacture ","No",7]
[]
[null,"ALUMINIUM WINDOWS, DOORS, ETC"]
[]
[null,"Windows, doors, screens, etc "]
[]
[null,"All Aluminium doors, shopfronts and curtain walls are glazed with 6.38mm or 8.3mm clear PVB glass or S10 Silver glass"]
[]
[5,"2100x2975mm Double pivot door with louvre top panel and 6.38mm clear PVB glass","No",3]
[]
[6,"2700 x 2805mm Double pivot door with fixed side lights and 6.38mm clear PVB glass","No",1]
[]
[7,"3730 x 2380mm Double pivot door with side lights and 6.38mm clear PVB glass ","No",1]
[]
[8,"1538 x 2125mm Double automatic slider with 6.38mm clear PVB glass ","No",1]
[]
[9,"5112 x 3655mm 120mm Revolving door with fixed side and top light and 6.38mm clear PVB glass","No",1]
[]
[10,"2850 x 2850mm 120mm fixed aluminium frame with 6.38mm clear PVB glass","No",3]
[]
[11,"Replace damaged louvres at the sides of escalators","m2",20]
[]
[null,"CURTAIN WALLS, SHOPFRONTS, ETC"]
[]
[null,"Curtain walls, shopfronts, etc"]
[]
[12,"13250 x 2380mm 120mm fixed aluminium frame with 6.38mm clear PVB glass","No",1]
[]
[13,"13400 x 2380mm, 120mm fixed aluminium frame with 6.38mm clear PVB glass","No",1]
[]
[14,"100 x 1955mm, 50mm fixed aluminium frame with 6.38mm S10 silver glass","No",4]
[]
[15,"6390 x 6360mm Double volume curtain wall flush glazed, 8.38mm S10 silver glass","No",1]
[]
[16,"6390 x 7550mm Triple volume curtain wall flushed glazed with 8.38mm S10 silver glass","No",2]
[]
[17,"6390 x 4186mm Triple volume curtain wall flush glazed with 8.38mm S10 silver glass","No",3]
[]
[18,"1500mm Diameter, Flush glazed custom skylight with 8.38mm S10 silver glass","No",1]
[]
[19,"7250 x 2807mm  Flush glazed canopy roof with 100 x 50mm rectangular tubes, with 8.38mm S10 silver glass","No",1]
[]
[null,"Skirtings"]
[]
[20,"Repair or replace 75x3mm natural anodised aluminium skirting as required to match existing     ","m",120]
[]
[]
[]
[null,"METALWORK - TVOB LIFT","Page",266]
[]
[null,"METALWORK - RENAISSANCE LIFT","Page",270]
[]
[null,"METALWORK - TV PARKADE LIFT","Page",276]
[]
[null,"METAL WORK - GSM LIFT","Page",281]
[]
[null,"METALWORK - HENLEY TV FACILITIES","Page",285]
[]
[null,"METALWORK - RADIOPARK","Page",291]
[]
[null,"SECTION NO.15"]
[]
[null,"BILL NO. 1"]
[]
[null,"PLASTERING - TVOB LIFT (CPAP Work Group No. 142 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"GRANOLITHIC"]
[]
[null,"Method"]
[]
[null,"The method to be used shall be either the monolithic method or the bonded method"]
[]
[null,"Preparation"]
[]
[null,"For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic"]
[]
[null,"Mix"]
[]
[null,"Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic"]
[]
[null,"Panels"]
[]
[null,"Granolithic shall be laid in panels not exceeding 14m² for monolithic finishes, not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolithic. Wherever possible, panels shall be square but at no time should the length of the panel exceed 1,5 times its width"]
[]
[null,"Where possible joints between panels shall be positioned over joints in the floor slab and shall be at least 3mm wide through the full thickness of the finish, separated by strips of wood or fibreboard and finished with V-joints"]
[]
[null,"Laying"]
[]
[null,"Monolithic granolithic shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels"]
[]
[null,"Bonded granolithic shall be applied to the slab after applying a 1:1 sand-and-cement slurry brushed over the surface and allowed to partially set before applying the granolithic. The granolithic shall be throughly compacted and lightly wood floated to the required levels"]
[]
[null,"After wood floating, the monolithic and bonded granolithic shall remain undisturbed until bleeding has ceased and the surface has stiffened. Any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated"]
[]
[null,"Curing, seasoning and protection"]
[]
[null,"Granolithic shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying"]
[]
[null,"Colour"]
[]
[null,"Coloured granolithic shall be tinted with an approved colouring pigment mixed into a true and even colour"]
[]
[null,"SCREEDS"]
[]
[null,"Screeds steel trowelled, on concrete"]
[]
[1,"25mm Thick on floors and landings","m2",59]
[]
[null,"Self levelling screed on concrete"]
[]
[2,"On floors and landings","m2",50]
[]
[3,"Grout","m2",50]
[]
[null,"INTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[4,"On walls","m2",111]
[]
[null,"EXTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[5,"On walls","m2",86]
[]
[]
[]
[null,"SECTION NO.15"]
[]
[null,"BILL NO. 2"]
[]
[null,"PLASTERING - TV PARKADE (CPAP Work Group No. 142 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"GRANOLITHIC"]
[]
[null,"Method"]
[]
[null,"The method to be used shall be either the monolithic method or the bonded method"]
[]
[null,"Preparation"]
[]
[null,"For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic"]
[]
[null,"Mix"]
[]
[null,"Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic"]
[]
[null,"Panels"]
[]
[null,"Granolithic shall be laid in panels not exceeding 14m² for monolithic finishes, not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolithic. Wherever possible, panels shall be square but at no time should the length of the panel exceed 1,5 times its width"]
[]
[null,"Where possible joints between panels shall be positioned over joints in the floor slab and shall be at least 3mm wide through the full thickness of the finish, separated by strips of wood or fibreboard and finished with V-joints"]
[]
[null,"Laying"]
[]
[null,"Monolithic granolithic shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels"]
[]
[null,"Bonded granolithic shall be applied to the slab after applying a 1:1 sand-and-cement slurry brushed over the surface and allowed to partially set before applying the granolithic. The granolithic shall be throughly compacted and lightly wood floated to the required levels"]
[]
[null,"After wood floating, the monolithic and bonded granolithic shall remain undisturbed until bleeding has ceased and the surface has stiffened. Any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated"]
[]
[null,"Curing, seasoning and protection"]
[]
[null,"Granolithic shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying"]
[]
[null,"Colour"]
[]
[null,"Coloured granolithic shall be tinted with an approved colouring pigment mixed into a true and even colour"]
[]
[null,"SCREEDS"]
[]
[null,"Screeds steel trowelled, on concrete"]
[]
[1,"25mm Thick on floors and landings","m2",154]
[]
[null,"Self levelling screed on concrete"]
[]
[2,"On floors and landings","m2",50]
[]
[null,"INTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[3,"On walls","m2",198]
[]
[null,"EXTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[4,"On walls","m2",90]
[]
[]
[]
[null,"SECTION NO.15"]
[]
[null,"BILL NO. 3"]
[]
[null,"PLASTERING - GSM LIFT (CPAP Work Group No. 142 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"GRANOLITHIC"]
[]
[null,"Method"]
[]
[null,"The method to be used shall be either the monolithic method or the bonded method"]
[]
[null,"Preparation"]
[]
[null,"For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic"]
[]
[null,"Mix"]
[]
[null,"Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic"]
[]
[null,"Panels"]
[]
[null,"Granolithic shall be laid in panels not exceeding 14m² for monolithic finishes, not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolithic. Wherever possible, panels shall be square but at no time should the length of the panel exceed 1,5 times its width"]
[]
[null,"Where possible joints between panels shall be positioned over joints in the floor slab and shall be at least 3mm wide through the full thickness of the finish, separated by strips of wood or fibreboard and finished with V-joints"]
[]
[null,"Laying"]
[]
[null,"Monolithic granolithic shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels"]
[]
[null,"Bonded granolithic shall be applied to the slab after applying a 1:1 sand-and-cement slurry brushed over the surface and allowed to partially set before applying the granolithic. The granolithic shall be throughly compacted and lightly wood floated to the required levels"]
[]
[null,"After wood floating, the monolithic and bonded granolithic shall remain undisturbed until bleeding has ceased and the surface has stiffened. Any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated"]
[]
[null,"Curing, seasoning and protection"]
[]
[null,"Granolithic shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying"]
[]
[null,"Colour"]
[]
[null,"Coloured granolithic shall be tinted with an approved colouring pigment mixed into a true and even colour"]
[]
[null,"SCREEDS"]
[]
[null,"Screeds steel trowelled, on concrete"]
[]
[1,"25mm Thick on floors and landings","m2",59]
[]
[null,"Self levelling screed on concrete"]
[]
[2,"On floors and landings","m2",50]
[]
[3,"Grout","m2",50]
[]
[null,"INTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[4,"On walls","m2",100]
[]
[null,"EXTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[5,"On walls","m2",86]
[]
[]
[]
[null,"SECTION 15"]
[]
[null,"BILL NO. 4"]
[]
[null,"PLASTERING - HENLEY TV FACILITIES (CPAP Work Group No. 142 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"GRANOLITHIC"]
[]
[null,"Method"]
[]
[null,"The method to be used shall be either the monolithic method or the bonded method"]
[]
[null,"Preparation"]
[]
[null,"For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic"]
[]
[null,"Mix"]
[]
[null,"Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic"]
[]
[null,"Panels"]
[]
[null,"Granolithic shall be laid in panels not exceeding 14m² for monolithic finishes, not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolithic. Wherever possible, panels shall be square but at no time should the length of the panel exceed 1,5 times its width"]
[]
[null,"Where possible joints between panels shall be positioned over joints in the floor slab and shall be at least 3mm wide through the full thickness of the finish, separated by strips of wood or fibreboard and finished with V-joints"]
[]
[null,"Laying"]
[]
[null,"Monolithic granolithic shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels"]
[]
[null,"Bonded granolithic shall be applied to the slab after applying a 1:1 sand-and-cement slurry brushed over the surface and allowed to partially set before applying the granolithic. The granolithic shall be throughly compacted and lightly wood floated to the required levels"]
[]
[null,"After wood floating, the monolithic and bonded granolithic shall remain undisturbed until bleeding has ceased and the surface has stiffened. Any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated"]
[]
[null,"Curing, seasoning and protection"]
[]
[null,"Granolithic shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying"]
[]
[null,"Colour"]
[]
[null,"Coloured granolithic shall be tinted with an approved colouring pigment mixed into a true and even colour"]
[]
[null,"SCREEDS"]
[]
[null,"Screeds steel trowelled, on concrete"]
[]
[1,"25mm Thick on floors and landings","m2",59]
[]
[null,"Self levelling screed on concrete"]
[]
[2,"On floors and landings","m2",50]
[]
[3,"Grout","m2",50]
[]
[null,"INTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[4,"On walls","m2",100]
[]
[null,"EXTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[5,"On walls","m2",286]
[]
[]
[]
[null,"SECTION 15"]
[]
[null,"BILL NO. 5"]
[]
[null,"PLASTERING - RADIOPARK (CPAP Work Group No. 142 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"GRANOLITHIC"]
[]
[null,"Method"]
[]
[null,"The method to be used shall be either the monolithic method or the bonded method"]
[]
[null,"Preparation"]
[]
[null,"For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic applied immediately thereafter. For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. The slab shall then be wetted and kept damp for at least six hours before applying the granolithic"]
[]
[null,"Mix"]
[]
[null,"Granolithic shall attain a compressive strength of at least 41MPa. The coarse aggregate shall comply with SANS 1083 and shall generally be capable of passing a 10mm mesh sieve. Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic"]
[]
[null,"Panels"]
[]
[null,"Granolithic shall be laid in panels not exceeding 14m² for monolithic finishes, not exceeding 9,5m² for bonded finishes and not exceeding 6m² for all external granolithic. Wherever possible, panels shall be square but at no time should the length of the panel exceed 1,5 times its width"]
[]
[null,"Where possible joints between panels shall be positioned over joints in the floor slab and shall be at least 3mm wide through the full thickness of the finish, separated by strips of wood or fibreboard and finished with V-joints"]
[]
[null,"Laying"]
[]
[null,"Monolithic granolithic shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels"]
[]
[null,"Bonded granolithic shall be applied to the slab after applying a 1:1 sand-and-cement slurry brushed over the surface and allowed to partially set before applying the granolithic. The granolithic shall be throughly compacted and lightly wood floated to the required levels"]
[]
[null,"After wood floating, the monolithic and bonded granolithic shall remain undisturbed until bleeding has ceased and the surface has stiffened. Any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated"]
[]
[null,"Curing, seasoning and protection"]
[]
[null,"Granolithic shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying"]
[]
[null,"Colour"]
[]
[null,"Coloured granolithic shall be tinted with an approved colouring pigment mixed into a true and even colour"]
[]
[null,"SCREEDS"]
[]
[null,"Screeds steel trowelled, on concrete"]
[]
[1,"25mm Thick on roof slab on concrete roof slab t allow flow of water towards the drainage boreholes  ","m2",65]
[]
[null,"INTERNAL PLASTER"]
[]
[null,"Tryolean plaster finish , on concrete or brickwork"]
[]
[2,"On fireman's lobby walls ","m2",800]
[]
[3,"Plaster to soffits of entrance walkways (node link)","m2",36]
[]
[]
[]
[null,"PLASTERING - TVOB LIFT","Page",296]
[]
[null,"PLASTERING - TV PARKADE LIFT","Page",300]
[]
[null,"PLASTERING - GSM LIFT","Page",304]
[]
[null,"PLASTERING - HENLEY TV FACILITIES","Page",308]
[]
[null,"PLASTERING - RADIOPARK","Page",312]
[]
[null,"SECTION NO. 16"]
[]
[null,"BILL NO. 1"]
[]
[null,"TILING - TVOB LIFT (CPAP Work Group No. 144 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding"]
[]
[null,"Tiling described as \"fixed with adhesive on power floated concrete\" shall be deemed to include for approved tiling key-coat"]
[]
[null,"Ceramic, porcelain, marble and granite tiles are to be fixed and grouted with suitable adhesives and grouts from the \"Tal Professional\" (\"Ceresit Tylon\"?) range of products as recommended by the manufacturer of the tiles"]
[]
[null,"FLOOR TILING"]
[]
[null,"300X300X20MM Slim line Terrazzo Floor tile, polished grey: 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[1,"To floors (F05)","m2",26]
[]
[]
[]
[null,"SECTION NO. 16"]
[]
[null,"BILL NO. 2"]
[]
[null,"TILING - TV PARKADE LIFT (CPAP Work Group No. 144 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding"]
[]
[null,"Tiling described as \"fixed with adhesive on power floated concrete\" shall be deemed to include for approved tiling key-coat"]
[]
[null,"Ceramic, porcelain, marble and granite tiles are to be fixed and grouted with suitable adhesives and grouts from the \"Tal Professional\" (\"Ceresit Tylon\"?) range of products as recommended by the manufacturer of the tiles"]
[]
[null,"FLOOR TILING"]
[]
[null,"300X300X20MM Slim line Terrazzo Floor tile, polished grey: 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[1,"To floors (F05)","m2",100]
[]
[]
[]
[null,"SECTION NO. 16"]
[]
[null,"BILL NO. 3"]
[]
[null,"TILING - GSM LIFTS (CPAP Work Group No. 144 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding"]
[]
[null,"Tiling described as \"fixed with adhesive on power floated concrete\" shall be deemed to include for approved tiling key-coat"]
[]
[null,"Ceramic, porcelain, marble and granite tiles are to be fixed and grouted with suitable adhesives and grouts from the \"Tal Professional\" (\"Ceresit Tylon\"?) range of products as recommended by the manufacturer of the tiles"]
[]
[null,"FLOOR TILING"]
[]
[null,"300X300X20MM Slim line Terrazzo Floor tile, polished grey: 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[1,"To floors (F05)","m2",26]
[]
[]
[]
[null,"SECTION 16"]
[]
[null,"BILL NO. 4"]
[]
[null,"TILING - HENLEY TV FACILITIES (CPAP Work Group No. 144 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding"]
[]
[null,"Tiling described as \"fixed with adhesive on power floated concrete\" shall be deemed to include for approved tiling key-coat"]
[]
[null,"Ceramic, porcelain, marble and granite tiles are to be fixed and grouted with suitable adhesives and grouts from the \"Tal Professional\" (\"Ceresit Tylon\"?) range of products as recommended by the manufacturer of the tiles"]
[]
[null,"FLOOR TILING"]
[]
[null,"300X300X20MM Slim line Terrazzo Floor tile, polished grey: 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[1,"To floors (F05)","m2",1332]
[]
[null,"SKIRTING"]
[]
[null,"Tile skirting to match with floor tiles"]
[]
[2,"100mm high tile skirting","m",890]
[]
[]
[]
[null,"SECTION 16"]
[]
[null,"BILL NO. 5"]
[]
[null,"TILING - RADIOPARK (CPAP Work Group No. 144 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Fixing"]
[]
[null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding"]
[]
[null,"Tiling described as \"fixed with adhesive on power floated concrete\" shall be deemed to include for approved tiling key-coat"]
[]
[null,"Ceramic, porcelain, marble and granite tiles are to be fixed and grouted with suitable adhesives and grouts from the \"Tal Professional\" (\"Ceresit Tylon\"?) range of products as recommended by the manufacturer of the tiles"]
[]
[null,"FLOOR TILING"]
[]
[null,"300X300X20MM Slim line Terrazzo Floor tile, polished grey: 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[1,"To lobby floors (Level Ground) ","m2",145]
[]
[2,"To the entrance lobby","m2",270]
[]
[3,"To entrance node link","m2",35]
[]
[null,"Subway floor tiles : 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[4,"To entrance lobby floors (Triple volume void) ","m2",74]
[]
[null,"WALL TILING"]
[]
[null,"Subway wall tiles : 1634HPSL300 (PC sum R300/m² for supply and delivery, excluding labour, waste and VAT) fixed with adhesive to plaster (plaster elsewhere)"]
[]
[5,"To entrance lobby walls (Triple volume void)","m2",46]
[]
[null,"SKIRTING"]
[]
[null,"Tile skirting to match with floor tiles"]
[]
[6,"65mm high tile skirting","m",126]
[]
[]
[]
[null,"TILING - TVOB LIFT","Page",314]
[]
[null,"TILING - TV PARKADE LIFT","Page",315]
[]
[null,"TILING - GSM LIFT","Page",316]
[]
[null,"TILING - HENLEY TV FACILITIES","Page",319]
[]
[null,"TILING - RADIOPARK","Page",322]
[]
[null,"SECTION NO. 17"]
[]
[null,"BILL NO. 1"]
[]
[null,"PLUMBING & DRAINAGE TVOB LIFTS & GSM LIFT (PROVISIONAL) (CPAP Work Group No. 148 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES"]
[]
[null,"For Preambles refer to\"Department of Public Works: Specification Of Materials And Methods To Be Used - PW371\""]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"RAINWATER DISPOSAL"]
[]
[null,"Allowance for rainwater disposal"]
[]
[1,"Allowance of R30 000 (Thirty Thousand Rand Only) for rainwater disposal","Item",1,{"v":30000,"d":"R30,000.00"},{"$f":"D5391*E5391","v":{"v":30000,"d":"R30,000.00"}}]
[]
[null,"SEWER AND DRAINAGE"]
[]
[null,"u-PVC pipes"]
[]
[2,"110mm perforated sub soil drainage pipe","m",12]
[]
[null,"Encasing"]
[]
[3,"50mm high - 19mm crushed stone above geotextile blanket for waterproofing","m3",1]
[]
[4,"Drainage stone","m3",3]
[]
[null,"BUDGET ALLOWANCE "]
[]
[null,"Allowance for sumps for TVOB & GSM pits"]
[]
[5,"Allow the sum of R 160 500 (One Hundred and Sixty Thousand and Five Hundred Rand Only) for sump pumps.","Item",1,{"v":160500,"d":"R160,500.00"},{"$f":"D5409*E5409","v":{"v":160500,"d":"R160,500.00"}}]
[]
[]
[]
[null,"SECTION 17"]
[]
[null,"BILL NO. 2"]
[]
[null,"PLUMBING & DRAINAGE - TV PARKDADE LIFT (PROVISIONAL) (CPAP Work Group No. 148 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES"]
[]
[null,"For Preambles refer to\"Department of Public Works: Specification Of Materials And Methods To Be Used - PW371\""]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Preambles"]
[]
[null,"The Standard Preambles and the Notes in the various trade bills are to, and do, apply equally to this section."]
[]
[null,"Proprietary Products In Descriptions"]
[]
[null,"Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent"]
[]
[null,"SEWER AND DRAINAGE"]
[]
[null,"u-PVC pipes"]
[]
[1,"110mm perforated sub soil drainage pipe","m",30]
[]
[null,"Encasing"]
[]
[2,"50mm high - 19mm crushed stone above geotextile blanket for waterproofing","m3",30]
[]
[3,"Drainage stone","m3",30]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Replacements of lifts "]
[]
[4,"Allowance for sump for lift plinths","Item",1,{"v":80000,"d":"R80,000.00"},{"$f":"D5449*E5449","v":{"v":80000,"d":"R80,000.00"}}]
[]
[]
[]
[null,"PLUMBING AND DRAINAGE - TVOB LIFT","Page",326]
[]
[null,"PLUMBING AND DRAINAGE - GSM LIFT","Page",329]
[]
[null,"SECTION NO. 18"]
[]
[null,"BILL NO. 1"]
[]
[null,"ELECTRICAL INSTALLATION - TVOB LIFTS (CPAP Work Group No. 160 Unless Otherwise Stated)"]
[]
[null,"Allow for all items required to provide all distribution boards as specified and not included elsewhere, together with all LV cable supplies between the substations and these boards, including also for all earth conductors and cable trays"]
[]
[null,"DISTRIBUTION BOARDS (MODIFICATION OF EXISTING)"]
[]
[null,"The complete supply and installation of all material associated with the modification of the existing distribution boards shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC."]
[]
[null,"Rates for modification of Distribution Board to also Include:  Breaker. All material required to install breaker and link breaker to existing busbar.All modification required for complete breaker installation. Over land transport to site and off-loading. Site erection, labour and supervision.Commissioning and Spares. Drawings, manuals and other documents  Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications"]
[]
[null,"63A three phase, 3P, 15kA, D Curve, Schneider Electric Circuit Breaker installed in existing LV Board for supply to DB-LIFT"]
[]
[1,"Supply","Item",1]
[]
[2,"Install","Item",1]
[]
[null,"DISTRIBUTION BOARDS (NEW)"]
[]
[null,"The complete supply and installation associated with the distribution board installation shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC"]
[]
[null,"Rates for Distribution Board to also Include: Over land transport to site and off-loading.Site erection, labour and supervision.Commissioning and Spares.Drawings, manuals and other documents.Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications."]
[]
[null,"DB LIFT"]
[]
[null,"DB Type: Surface Mounted with lockable door, Bottom and Top Entry and Exit, Electric Orange  DB rating: 63A three phase, 10kA Fault Level Surge Protection to be provided. 63A three phase circuit breaker as main isolator, 40A three phase D Curve breaker for lift supply, 63A double pole earth leakage circuit breaker with overload protection with 3 x 20A single pole breakers (plugs, ventilation and spare) and 3 x 10A single pole breakers (lighting, car lighting and spare). All breakers to be Schneider Electric. Input cable to DB Lift: 16mm2 4 core Cu SWA cable with 16mm2 insulated earth. Cable from DB Lift to 40A lockable Lift Isolator: 10mm2 4 core Cu SWA cable with 10 mm2 insulated earth Cable to plugs: 4mm2 plus insulated earth Cable to lights: 2.5mm2 plus insulated earth"]
[]
[3,"Supply","Item",1]
[]
[4,"Install","Item",1]
[]
[null,"ELECTRICAL LOW VOLTAGE CABLE INSTALLATION"]
[]
[null,"Supply, deliver and install the specified Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps etc."]
[]
[null,"Low Voltage cable installation: PVC insulated 600V/1000V copper conductors"]
[]
[null,"16mm² x 4 core PVC/SWA/ CU"]
[]
[5,"Supply ","m",100]
[]
[6,"Install","m",100]
[]
[null,"10mm² x 4 core PVC/SWA/ CU"]
[]
[7,"Supply ","m",20]
[]
[8,"Install","m",20]
[]
[null,"Termination for the PVC/SWA/PVC/ECC insulated 600/1000V grade copper cables. All terminations to include cable glands, gland plates, shrouds, etc. and all necessary accessories required for installation. "]
[]
[null,"16mm² x 4 core"]
[]
[9,"Supply","No",2]
[]
[10,"Install","No",2]
[]
[null,"10mm² x 4 core"]
[]
[11,"Supply","No",2]
[]
[12,"Install","No",2]
[]
[null,"EARTH CONTINUITY CONDUCTOR"]
[]
[null,"Supply, deliver and install the specified Low Voltage earth Cable on cable tray, in trenches complete with supports, hangers, clamps etc.  Insulated  600/1000V grade copper earth"]
[]
[null,"16mm² PVC insulated copper conductor"]
[]
[13,"Supply ","m",100]
[]
[14,"Install","m",100]
[]
[null,"10mm² PVC insulated copper conductor"]
[]
[15,"Supply ","m",20]
[]
[16,"Install","m",20]
[]
[null,"EARTH CONTINUITY CONDUCTOR TERMINATIONS "]
[]
[null,"Termination for the insulated earth  600/1000V grade copper cables. All terminations to include cable glands, gland plates, shrouds, etc. and all necessary accessories required for installation.   PVC insulated 600V/1000V copper conductors"]
[]
[null,"16mm² PVC insulated copper conductor"]
[]
[17,"Supply","No",2]
[]
[18,"Install","No",2]
[]
[null,"10mm² PVC insulated copper conductor"]
[]
[19,"Supply","No",2]
[]
[20,"Install","No",2]
[]
[null,"CABLE TRAY"]
[]
[null,"Light duty cable tray, standard finish galvanised finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 8mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc."]
[]
[null,"100mm Wide"]
[]
[21,"Supply","m",80]
[]
[22,"Install","m",80]
[]
[null,"POWER POINTS"]
[]
[null,"The isolator shall be mounted to concrete wall, floor, etc.and shall include housing and all necessary accessories."]
[]
[null,"40A DP Lockable Isolator for lift unit, fixed to wall or soffit in lift shaft"]
[]
[23,"Supply","No",1]
[]
[24,"Install","No",1]
[]
[null,"POWER INSTALLATION"]
[]
[null,"CONDUIT"]
[]
[null,"SANS approved galvanised conduit complete with bends, joints, adaptors, couplings, saddles, cutting, etc. (Supply & Installation)"]
[]
[null,"Built or chased into brickwork or dry-wall"]
[]
[25,"20 mm φ conduit","m",10]
[]
[26,"25 mm φ conduit","m",10]
[]
[null,"Surface mounted to any surface by means of stand-off saddles (Supply & Installation)"]
[]
[27,"20 mm φ conduit","m",80]
[]
[28,"25 mm φ conduit","m",10]
[]
[null,"PVC conduit chased onto brickwork or dry-wall (Supply & Installation)"]
[]
[29,"20 mm φ conduit","m",480]
[]
[30,"25 mm φ conduit","m",240]
[]
[31,"32 mm φ conduit","m",10]
[]
[null,"PVC conduit cast into concrete (Supply & Installation)"]
[]
[32,"20 mm φ conduit","m",240]
[]
[33,"25 mm φ conduit","m",120]
[]
[34,"32 mm φ conduit","m",10]
[]
[null,"CONDUIT BOXES"]
[]
[null,"Surface or flush mounted galvanised conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)"]
[]
[35,"100 x 100 x 50mm outlet box","No",8]
[]
[36,"100 x 50 x 50mm outlet box","No",8]
[]
[37,"60mm round outlet box","m",16]
[]
[38,"60mm diameter cover plate","No",8]
[]
[39,"100 x 100 blank cover plates","No",4]
[]
[40,"100 x 50 blank cover plates","No",4]
[]
[null,"Surface or flush mounted PVC conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)"]
[]
[41,"100 x 100 x 50mm outlet box","No",8]
[]
[42,"100 x 50 x 50mm outlet box","No",8]
[]
[43,"60mm round outlet box","m",16]
[]
[44,"60mm diameter cover plate","No",8]
[]
[45,"100 x 100 blank cover plates","No",4]
[]
[46,"100 x 50 blank cover plates","No",4]
[]
[null,"FITTINGS AND ACCESSORIES"]
[]
[null,"Fittings and accessories complete with all necessary screws, cover plates, labelling, cradles, including all holes, drilling, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range"]
[]
[47,"16A, 3-Pin flush mounted switched socket outlet","No",2]
[]
[48,"16A, 3-Pin flush mounted switched socket outlet, [1 x SANS 164-1, 2 x 164-2]","No",8]
[]
[49,"20A Single phase D.P. isolator complete with surface mounted box","No",2]
[]
[50,"32A Single phase D.P. isolator complete with surface mounted box","No",2]
[]
[null,"CONDUCTORS"]
[]
[null,"600/1000V insulated copper conductors into conduit, trunking or power skirting, including conductor identification labels, terminating, etc. (Supply & Installation)"]
[]
[51,"2.5 mm² conductor","m"]
[]
[52,"4 mm² conductor","m",480]
[]
[53,"6 mm² conductor","m",40]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc."]
[]
[54,"2.5 mm² green insulated conductor","m"]
[]
[55,"4 mm² green insulated conductor","m",240]
[]
[56,"6 mm² green insulated conductor","m",20]
[]
[null,"Surfix cable into conduit, trunking, etc."]
[]
[57,"2.5 mm² 3-core \"surfix\" cable","m",10]
[]
[58,"4 mm² 3-core \"surfix\" cable","m",10]
[]
[59,"6 mm²  3-core \"surfix\" cable","m",10]
[]
[null,"LIGHTING INSTALLATION"]
[]
[null,"LUMINARIES"]
[]
[null,"The supply,  installation and electrical connection of light fittings including bolts, nuts, brackets, cabtyre with plug-top for power, cut-outs in ceiling, identification marks, etc. INCLUDING cost of the fittings (Supply & Installation)"]
[]
[null,"TYPE A  Surface mount 1200mm corrosion proof LED ftting (Allow R3,000 per fitting for supply)"]
[]
[60,"Supply","No",64]
[]
[61,"Install","No",64]
[]
[null,"TYPE B  Recessed 600mm x 600mm panel LED ftting, complete with 3m flexible chord with 5A plug top for power (Allow R1,500 per fitting for supply)"]
[]
[62,"Supply","No"]
[]
[63,"Install","No"]
[]
[null,"TYPE C  Recessed round LED downlight fitting, complete with 3m flexible chord with 5A plug top for power (Allow R1,000 per fitting for supply)"]
[]
[64,"Supply","No"]
[]
[65,"Install","No"]
[]
[null,"TYPE D  Surface mounted LED bulkhead fitting (Allow R1,500 per fitting for supply)"]
[]
[66,"Supply","No",11]
[]
[67,"Install","No",11]
[]
[null,"LIGHT SWITCHES & SOCKETS"]
[]
[null,"Light switches, complete with all necessary connections, labelling, screws, cover plates, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range"]
[]
[68,"16A One lever one-way light switch, flush mount","No"]
[]
[69,"16A Two lever one-way light switch, flush mount","No"]
[]
[70,"16A One lever two-way light switch, flush mount","m",2]
[]
[71,"5A, 3 Pin surface mounted unswitched socket outlet, complete with surface 50 x 50 box and cover","No"]
[]
[72,"Photocell","No",1]
[]
[null,"CONDUCTORS"]
[]
[null,"Insulated copper conductors into conduit, trunking, including conductor identification labels, terminating, etc. (Supply & Installation)"]
[]
[73,"2.5 mm² conductor","m",480]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc."]
[]
[74,"2.5 mm² conductor","m",240]
[]
[null,"EARTHING AND BONDING"]
[]
[75,"Allow for earthing and bonding of total installation as required by the SANS Code of Practice","Item",1]
[]
[null,"TESTING AND COMMISSIONING"]
[]
[76,"Test, commission and certify entire electrical installation contained in these Bills of Quantities","SUM",1]
[]
[77,"Electrical Certificate of Compliance","SUM",1]
[]
[null,"PROVISIONAL ALLOWANCES"]
[]
[78,"Allowance for standby generator","SUM",1,{"v":600000,"d":"R600,000.00"},{"$f":"D5743*E5743","v":{"v":600000,"d":"R600,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 18"]
[]
[null,"BILL NO. 2"]
[]
[null,"ELECTRICAL INSTALLATION - TV PARKADE LIFT (CPAP Work Group No. 160 Unless Otherwise Stated)"]
[]
[null,"Allow for all items required to provide all distribution boards as specified and not included elsewhere, together with all LV cable supplies between the substations and these boards, including also for all earth conductors and cable trays"]
[]
[null,"DISTRIBUTION BOARDS (MODIFICATION OF EXISTING)"]
[]
[null,"The complete supply and installation of all material associated with the modification of the existing distribution boards shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC."]
[]
[null,"Rates for modification of Distribution Board to also Include:  Breaker. All material required to install breaker and link breaker to existing busbar.All modification required for complete breaker installation. Over land transport to site and off-loading. Site erection, labour and supervision.Commissioning and Spares. Drawings, manuals and other documents Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications"]
[]
[null,"63A three phase, 3P, 15kA, D Curve, Schneider Electric Circuit Breaker installed in existing LV Board for supply to DB-LIFT"]
[]
[1,"Supply","Item",1]
[]
[2,"Install","Item",1]
[]
[null,"DISTRIBUTION BOARDS (NEW)"]
[]
[null,"The complete supply and installation associated with the distribution board installation shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC"]
[]
[null,"Rates for Distribution Board to also Include: Over land transport to site and off-loading.Site erection, labour and supervision.Commissioning and Spares.Drawings, manuals and other documents.Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications."]
[]
[null,"DB LIFT"]
[]
[null,"DB Type: Surface Mounted with lockable door, Bottom and Top Entry and Exit, Electric Orange  DB rating: 63A three phase, 10kA Fault Level Surge Protection to be provided. 63A three phase circuit breaker as main isolator, 40A three phase D Curve breaker for lift supply, 63A double pole earth leakage circuit breaker with overload protection with 3 x 20A single pole breakers (plugs, ventilation and spare) and 3 x 10A single pole breakers (lighting, car lighting and spare). All breakers to be Schneider Electric. Input cable to DB Lift: 16mm2 4 core Cu SWA cable with 16mm2 insulated earth. Cable from DB Lift to 40A lockable Lift Isolator: 10mm2 4 core Cu SWA cable with 10 mm2 insulated earth Cable to plugs: 4mm2 plus insulated earth Cable to lights: 2.5mm2 plus insulated earth"]
[]
[3,"Supply","Item",1]
[]
[4,"Install","Item",1]
[]
[null,"ELECTRICAL LOW VOLTAGE CABLE INSTALLATION"]
[]
[null,"Supply, deliver and install the specified Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps etc."]
[]
[null,"Low Voltage cable installation: PVC insulated 600V/1000V copper conductors"]
[]
[null,"16mm² x 4 core PVC/SWA/ CU"]
[]
[5,"Supply ","m",100]
[]
[6,"Install","m",100]
[]
[null,"10mm² x 4 core PVC/SWA/ CU"]
[]
[7,"Supply ","m",20]
[]
[8,"Install","m",20]
[]
[null,"Termination for the PVC/SWA/PVC/ECC insulated 600/1000V grade copper cables. All terminations to include cable glands, gland plates, shrouds, etc. and all necessary accessories required for installation. "]
[]
[null,"16mm² x 4 core"]
[]
[9,"Supply","No",2]
[]
[10,"Install","No",2]
[]
[null,"10mm² x 4 core"]
[]
[11,"Supply","No",2]
[]
[12,"Install","No",2]
[]
[null,"EARTH CONTINUITY CONDUCTOR"]
[]
[null,"Supply, deliver and install the specified Low Voltage earth Cable on cable tray, in trenches complete with supports, hangers, clamps etc.  Insulated  600/1000V grade copper earth"]
[]
[null,"16mm² PVC insulated copper conductor"]
[]
[13,"Supply ","m",100]
[]
[14,"Install","m",100]
[]
[null,"10mm² PVC insulated copper conductor"]
[]
[15,"Supply ","m",20]
[]
[16,"Install","m",20]
[]
[null,"EARTH CONTINUITY CONDUCTOR TERMINATIONS "]
[]
[null,"Termination for the insulated earth  600/1000V grade copper cables. All terminations to include cable glands, gland plates, shrouds, etc. and all necessary accessories required for installation.   PVC insulated 600V/1000V copper conductors"]
[]
[null,"16mm² PVC insulated copper conductor"]
[]
[17,"Supply","No",2]
[]
[18,"Install","No",2]
[]
[null,"10mm² PVC insulated copper conductor"]
[]
[19,"Supply","No",2]
[]
[20,"Install","No",2]
[]
[null,"CABLE TRAY"]
[]
[null,"Light duty cable tray, standard finish galvanised finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 8mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc."]
[]
[null,"100mm Wide"]
[]
[21,"Supply","m",80]
[]
[22,"Install","m",80]
[]
[null,"POWER POINTS"]
[]
[null,"The isolator shall be mounted to concrete wall, floor, etc.and shall include housing and all necessary accessories."]
[]
[null,"40A DP Lockable Isolator for lift unit, fixed to wall or soffit in lift shaft"]
[]
[23,"Supply","No",1]
[]
[24,"Install","No",1]
[]
[null,"POWER INSTALLATION"]
[]
[null,"CONDUIT"]
[]
[null,"SANS approved galvanised conduit complete with bends, joints, adaptors, couplings, saddles, cutting, etc. (Supply & Installation)"]
[]
[null,"Built or chased into brickwork or dry-wall"]
[]
[25,"20 mm φ conduit","m",10]
[]
[26,"25 mm φ conduit","m",10]
[]
[null,"Surface mounted to any surface by means of stand-off saddles (Supply & Installation)"]
[]
[27,"20 mm φ conduit","m",30]
[]
[28,"25 mm φ conduit","m",10]
[]
[null,"PVC conduit chased onto brickwork or dry-wall (Supply & Installation)"]
[]
[29,"20 mm φ conduit","m",160]
[]
[30,"25 mm φ conduit","m",80]
[]
[31,"32 mm φ conduit","m",10]
[]
[null,"PVC conduit cast into concrete (Supply & Installation)"]
[]
[32,"20 mm φ conduit","m",80]
[]
[33,"25 mm φ conduit","m",40]
[]
[34,"32 mm φ conduit","m",10]
[]
[null,"CONDUIT BOXES"]
[]
[null,"Surface or flush mounted galvanised conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)"]
[]
[35,"100 x 100 x 50mm outlet box","No",3]
[]
[36,"100 x 50 x 50mm outlet box","No",3]
[]
[37,"60mm round outlet box","m",6]
[]
[38,"60mm diameter cover plate","No",3]
[]
[39,"100 x 100 blank cover plates","No",2]
[]
[40,"100 x 50 blank cover plates","No",2]
[]
[null,"Surface or flush mounted PVC conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)"]
[]
[41,"100 x 100 x 50mm outlet box","No",3]
[]
[42,"100 x 50 x 50mm outlet box","No",3]
[]
[43,"60mm round outlet box","m",6]
[]
[44,"60mm diameter cover plate","No",3]
[]
[45,"100 x 100 blank cover plates","No",2]
[]
[46,"100 x 50 blank cover plates","No",2]
[]
[null,"FITTINGS AND ACCESSORIES"]
[]
[null,"Fittings and accessories complete with all necessary screws, cover plates, labelling, cradles, including all holes, drilling, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range"]
[]
[47,"16A, 3-Pin flush mounted switched socket outlet","No",2]
[]
[48,"16A, 3-Pin flush mounted switched socket outlet, [1 x SANS 164-1, 2 x 164-2]","No",3]
[]
[49,"20A Single phase D.P. isolator complete with surface mounted box","No",2]
[]
[50,"32A Single phase D.P. isolator complete with surface mounted box","No",2]
[]
[null,"CONDUCTORS"]
[]
[null,"600/1000V insulated copper conductors into conduit, trunking or power skirting, including conductor identification labels, terminating, etc. (Supply & Installation)"]
[]
[51,"2.5 mm² conductor","m"]
[]
[52,"4 mm² conductor","m",280]
[]
[53,"6 mm² conductor","m",40]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc."]
[]
[54,"2.5 mm² green insulated conductor","m"]
[]
[55,"4 mm² green insulated conductor","m",140]
[]
[56,"6 mm² green insulated conductor","m",20]
[]
[null,"Surfix cable into conduit, trunking, etc."]
[]
[57,"2.5 mm² 3-core \"surfix\" cable","m",10]
[]
[58,"4 mm² 3-core \"surfix\" cable","m",10]
[]
[59,"6 mm²  3-core \"surfix\" cable","m",10]
[]
[null,"LIGHTING INSTALLATION"]
[]
[null,"LUMINARIES"]
[]
[null,"The supply,  installation and electrical connection of light fittings including bolts, nuts, brackets, cabtyre with plug-top for power, cut-outs in ceiling, identification marks, etc. INCLUDING cost of the fittings (Supply & Installation)"]
[]
[null,"TYPE A  Surface mount 1200mm corrosion proof LED ftting (Allow R3,000 per fitting for supply)"]
[]
[60,"Supply","No"]
[]
[61,"Install","No"]
[]
[null,"TYPE B  Recessed 600mm x 600mm panel LED ftting, complete with 3m flexible chord with 5A plug top for power (Allow R1,500 per fitting for supply)"]
[]
[62,"Supply","No"]
[]
[63,"Install","No"]
[]
[null,"TYPE C  Recessed round LED downlight fitting, complete with 3m flexible chord with 5A plug top for power (Allow R1,000 per fitting for supply)"]
[]
[64,"Supply","No",32]
[]
[65,"Install","No",32]
[]
[null,"TYPE D  Surface mounted LED bulkhead fitting (Allow R1,500 per fitting for supply)"]
[]
[66,"Supply","No",4]
[]
[67,"Install","No",4]
[]
[null,"LIGHT SWITCHES & SOCKETS"]
[]
[null,"Light switches, complete with all necessary connections, labelling, screws, cover plates, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range"]
[]
[68,"16A One lever one-way light switch, flush mount","No"]
[]
[69,"16A Two lever one-way light switch, flush mount","No"]
[]
[70,"16A One lever two-way light switch, flush mount","m",2]
[]
[71,"5A, 3 Pin surface mounted unswitched socket outlet, complete with surface 50 x 50 box and cover","No",32]
[]
[72,"Photocell","No",1]
[]
[null,"CONDUCTORS"]
[]
[null,"Insulated copper conductors into conduit, trunking, including conductor identification labels, terminating, etc. (Supply & Installation)"]
[]
[73,"2.5 mm² conductor","m",320]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc."]
[]
[74,"2.5 mm² conductor","m",160]
[]
[null,"EARTHING AND BONDING"]
[]
[75,"Allow for earthing and bonding of total installation as required by the SANS Code of Practice","Item",1]
[]
[null,"TESTING AND COMMISSIONING"]
[]
[76,"Test, commission and certify entire electrical installation contained in these Bills of Quantities","SUM",1]
[]
[77,"Electrical Certificate of Compliance","SUM",1]
[]
[null,"PROVISIONAL ALLOWANCES"]
[]
[78,"Allowance for standby generator, DB, etc","SUM",1,{"v":350000,"d":"R350,000.00"},{"$f":"D6033*E6033","v":{"v":350000,"d":"R350,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 18"]
[]
[null,"BILL NO. 3"]
[]
[null,"ELECTRICAL INSTALLATION - GSM LIFT (CPAP Work Group No. 160 Unless Otherwise Stated)"]
[]
[null,"Allow for all items required to provide all distribution boards as specified and not included elsewhere, together with all LV cable supplies between the substations and these boards, including also for all earth conductors and cable trays"]
[]
[null,"DISTRIBUTION BOARDS (MODIFICATION OF EXISTING)"]
[]
[null,"The complete supply and installation of all material associated with the modification of the existing distribution boards shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC."]
[]
[null,"Rates for modification of Distribution Board to also Include:  Breaker. All material required to install breaker and link breaker to existing busbar.All modification required for complete breaker installation. Over land transport to site and off-loading. Site erection, labour and supervision.Commissioning and Spares. Drawings, manuals and other documents  Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications"]
[]
[null,"63A three phase, 3P, 15kA, D Curve, Schneider Electric Circuit Breaker installed in existing LV Board for supply to DB-LIFT"]
[]
[1,"Supply","Item",1]
[]
[2,"Install","Item",1]
[]
[null,"DISTRIBUTION BOARDS (NEW)"]
[]
[null,"The complete supply and installation associated with the distribution board installation shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC"]
[]
[null,"Rates for Distribution Board to also Include: Over land transport to site and off-loading.Site erection, labour and supervision.Commissioning and Spares.Drawings, manuals and other documents.Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications."]
[]
[null,"DB LIFT"]
[]
[null,"DB Type: Surface Mounted with lockable door, Bottom and Top Entry and Exit, Electric Orange  DB rating: 63A three phase, 10kA Fault Level Surge Protection to be provided. 63A three phase circuit breaker as main isolator, 40A three phase D Curve breaker for lift supply, 63A double pole earth leakage circuit breaker with overload protection with 3 x 20A single pole breakers (plugs, ventilation and spare) and 3 x 10A single pole breakers (lighting, car lighting and spare). All breakers to be Schneider Electric. Input cable to DB Lift: 16mm2 4 core Cu SWA cable with 16mm2 insulated earth. Cable from DB Lift to 40A lockable Lift Isolator: 10mm2 4 core Cu SWA cable with 10 mm2 insulated earth Cable to plugs: 4mm2 plus insulated earth Cable to lights: 2.5mm2 plus insulated earth"]
[]
[3,"Supply","Item",1]
[]
[4,"Install","Item",1]
[]
[null,"ELECTRICAL LOW VOLTAGE CABLE INSTALLATION"]
[]
[null,"Supply, deliver and install the specified Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps etc."]
[]
[null,"Low Voltage cable installation: PVC insulated 600V/1000V copper conductors"]
[]
[null,"16mm² x 4 core PVC/SWA/ CU"]
[]
[5,"Supply ","m",100]
[]
[6,"Install","m",100]
[]
[null,"10mm² x 4 core PVC/SWA/ CU"]
[]
[7,"Supply ","m",20]
[]
[8,"Install","m",20]
[]
[null,"Termination for the PVC/SWA/PVC/ECC insulated 600/1000V grade copper cables. All terminations to include cable glands, gland plates, shrouds, etc. and all necessary accessories required for installation. "]
[]
[null,"16mm² x 4 core"]
[]
[9,"Supply","No",2]
[]
[10,"Install","No",2]
[]
[null,"10mm² x 4 core"]
[]
[11,"Supply","No",2]
[]
[12,"Install","No",2]
[]
[null,"EARTH CONTINUITY CONDUCTOR"]
[]
[null,"Supply, deliver and install the specified Low Voltage earth Cable on cable tray, in trenches complete with supports, hangers, clamps etc.  Insulated  600/1000V grade copper earth"]
[]
[null,"16mm² PVC insulated copper conductor"]
[]
[13,"Supply ","m",100]
[]
[14,"Install","m",100]
[]
[null,"10mm² PVC insulated copper conductor"]
[]
[15,"Supply ","m",20]
[]
[16,"Install","m",20]
[]
[null,"EARTH CONTINUITY CONDUCTOR TERMINATIONS "]
[]
[null,"Termination for the insulated earth  600/1000V grade copper cables. All terminations to include cable glands, gland plates, shrouds, etc. and all necessary accessories required for installation.   PVC insulated 600V/1000V copper conductors"]
[]
[null,"16mm² PVC insulated copper conductor"]
[]
[17,"Supply","No",2]
[]
[18,"Install","No",2]
[]
[null,"10mm² PVC insulated copper conductor"]
[]
[19,"Supply","No",2]
[]
[20,"Install","No",2]
[]
[null,"CABLE TRAY"]
[]
[null,"Light duty cable tray, standard finish galvanised finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 8mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc."]
[]
[null,"100mm Wide"]
[]
[21,"Supply","m",80]
[]
[22,"Install","m",80]
[]
[null,"POWER POINTS"]
[]
[null,"The isolator shall be mounted to concrete wall, floor, etc.and shall include housing and all necessary accessories."]
[]
[null,"40A DP Lockable Isolator for lift unit, fixed to wall or soffit in lift shaft"]
[]
[23,"Supply","No",1]
[]
[24,"Install","No",1]
[]
[null,"POWER INSTALLATION"]
[]
[null,"CONDUIT"]
[]
[null,"SANS approved galvanised conduit complete with bends, joints, adaptors, couplings, saddles, cutting, etc. (Supply & Installation)"]
[]
[null,"Built or chased into brickwork or dry-wall"]
[]
[25,"20 mm φ conduit","m",10]
[]
[26,"25 mm φ conduit","m",10]
[]
[null,"Surface mounted to any surface by means of stand-off saddles (Supply & Installation)"]
[]
[27,"20 mm φ conduit","m",40]
[]
[28,"25 mm φ conduit","m",10]
[]
[null,"PVC conduit chased onto brickwork or dry-wall (Supply & Installation)"]
[]
[29,"20 mm φ conduit","m",160]
[]
[30,"25 mm φ conduit","m",80]
[]
[31,"32 mm φ conduit","m",10]
[]
[null,"PVC conduit cast into concrete (Supply & Installation)"]
[]
[32,"20 mm φ conduit","m",80]
[]
[33,"25 mm φ conduit","m",40]
[]
[34,"32 mm φ conduit","m",10]
[]
[null,"CONDUIT BOXES"]
[]
[null,"Surface or flush mounted galvanised conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)"]
[]
[35,"100 x 100 x 50mm outlet box","No",4]
[]
[36,"100 x 50 x 50mm outlet box","No",4]
[]
[37,"60mm round outlet box","m",8]
[]
[38,"60mm diameter cover plate","No",4]
[]
[39,"100 x 100 blank cover plates","No",2]
[]
[40,"100 x 50 blank cover plates","No",2]
[]
[null,"Surface or flush mounted PVC conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)"]
[]
[41,"100 x 100 x 50mm outlet box","No",4]
[]
[42,"100 x 50 x 50mm outlet box","No",4]
[]
[43,"60mm round outlet box","m",8]
[]
[44,"60mm diameter cover plate","No",4]
[]
[45,"100 x 100 blank cover plates","No",2]
[]
[46,"100 x 50 blank cover plates","No",2]
[]
[null,"FITTINGS AND ACCESSORIES"]
[]
[null,"Fittings and accessories complete with all necessary screws, cover plates, labelling, cradles, including all holes, drilling, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range"]
[]
[47,"16A, 3-Pin flush mounted switched socket outlet","No",2]
[]
[48,"16A, 3-Pin flush mounted switched socket outlet, [1 x SANS 164-1, 2 x 164-2]","No",4]
[]
[49,"20A Single phase D.P. isolator complete with surface mounted box","No",2]
[]
[50,"32A Single phase D.P. isolator complete with surface mounted box","No",2]
[]
[null,"CONDUCTORS"]
[]
[null,"600/1000V insulated copper conductors into conduit, trunking or power skirting, including conductor identification labels, terminating, etc. (Supply & Installation)"]
[]
[51,"2.5 mm² conductor","m"]
[]
[52,"4 mm² conductor","m",320]
[]
[53,"6 mm² conductor","m",40]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc."]
[]
[54,"2.5 mm² green insulated conductor","m"]
[]
[55,"4 mm² green insulated conductor","m",160]
[]
[56,"6 mm² green insulated conductor","m",20]
[]
[null,"Surfix cable into conduit, trunking, etc."]
[]
[57,"2.5 mm² 3-core \"surfix\" cable","m",10]
[]
[58,"4 mm² 3-core \"surfix\" cable","m",10]
[]
[59,"6 mm²  3-core \"surfix\" cable","m",10]
[]
[null,"LIGHTING INSTALLATION"]
[]
[null,"LUMINARIES"]
[]
[null,"The supply,  installation and electrical connection of light fittings including bolts, nuts, brackets, cabtyre with plug-top for power, cut-outs in ceiling, identification marks, etc. INCLUDING cost of the fittings (Supply & Installation)"]
[]
[null,"TYPE A  Surface mount 1200mm corrosion proof LED ftting (Allow R3,000 per fitting for supply)"]
[]
[60,"Supply","No"]
[]
[61,"Install","No"]
[]
[null,"TYPE B  Recessed 600mm x 600mm panel LED ftting, complete with 3m flexible chord with 5A plug top for power (Allow R1,500 per fitting for supply)"]
[]
[62,"Supply","No"]
[]
[63,"Install","No"]
[]
[null,"TYPE C  Recessed round LED downlight fitting, complete with 3m flexible chord with 5A plug top for power (Allow R1,000 per fitting for supply)"]
[]
[64,"Supply","No",24]
[]
[65,"Install","No",24]
[]
[null,"TYPE D  Surface mounted LED bulkhead fitting (Allow R1,500 per fitting for supply)"]
[]
[66,"Supply","No",4]
[]
[67,"Install","No",4]
[]
[null,"LIGHT SWITCHES & SOCKETS"]
[]
[null,"Light switches, complete with all necessary connections, labelling, screws, cover plates, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range"]
[]
[68,"16A One lever one-way light switch, flush mount","No"]
[]
[69,"16A Two lever one-way light switch, flush mount","No"]
[]
[70,"16A One lever two-way light switch, flush mount","No",2]
[]
[71,"5A, 3 Pin surface mounted unswitched socket outlet, complete with surface 50 x 50 box and cover","No",24]
[]
[72,"Photocell","No",1]
[]
[null,"CONDUCTORS"]
[]
[null,"Insulated copper conductors into conduit, trunking, including conductor identification labels, terminating, etc. (Supply & Installation)"]
[]
[73,"2.5 mm² conductor","m",240]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc."]
[]
[74,"2.5 mm² conductor","m",120]
[]
[null,"EARTHING AND BONDING"]
[]
[75,"Allow for earthing and bonding of total installation as required by the SANS Code of Practice","Item",1]
[]
[null,"TESTING AND COMMISSIONING"]
[]
[76,"Test, commission and certify entire electrical installation contained in these Bills of Quantities","SUM",1]
[]
[77,"Electrical Certificate of Compliance","SUM",1]
[]
[null,"PROVISIONAL ALLOWANCES"]
[]
[78,"Tracing and relocation of existing services","SUM",1,{"v":50000,"d":"R50,000.00"},{"$f":"D6323*E6323","v":{"v":50000,"d":"R50,000.00"}}]
[]
[79,"Allowance for fire rated cabling and DB","SUM",1,{"v":250000,"d":"R250,000.00"},{"$f":"D6325*E6325","v":{"v":250000,"d":"R250,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 18"]
[]
[null,"BILL NO. 4"]
[]
[null,"ELECTRICAL INSTALLATION - GSM LIFT (CPAP Work Group No. 160 Unless Otherwise Stated)"]
[]
[null,"Allow for all items required to provide all distribution boards as specified and not included elsewhere, together with all LV cable supplies between the substations and these boards, including also for all earth conductors and cable trays"]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allow for electrical works at the Renaissance Lift"]
[]
[1,"Allow for sum of R 100 000 (One Hundred Thousand Rand Only) for electrical installation. ","SUM",1,{"v":100000,"d":"R100,000.00"},{"$f":"D6341*E6341","v":{"v":100000,"d":"R100,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 18"]
[]
[null,"BILL NO. 4"]
[]
[null,"ELECTRICAL INSTALLATION - GSM LIFT (CPAP Work Group No. 160 Unless Otherwise Stated)"]
[]
[null,"Allow for all items required to provide all distribution boards as specified and not included elsewhere, together with all LV cable supplies between the substations and these boards, including also for all earth conductors and cable trays"]
[]
[null,"LOW VOLTAGE DISTRIBUTION "]
[]
[null,"Distribution Boards (Modification Of Existing) "]
[]
[null,"The complete supply and installation of all material associated with the modification of the existing distribution boards shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC  "]
[]
[null,"Rates for modification of Distribution Board to also Include:  Breaker, all material required to install breaker and link breaker to existing busbar, All modification required for complete breaker installation Over land transport to site and off-loading, Site erection, labour and supervision Commissioning and Spares. Drawings, manuals and other documents. Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications "]
[]
[null,"100A three phase, 3P, 50kA, Schneider Electric Circuit Breaker, NSX160N with MicroLogic 2.2 trip unit, installed in existing LV Boards for supply to DB-LIFT CHANGE-OVER (1 x NORMAL SUPPLY, 1 x ESSENTIAL SUPPLY). "]
[]
[1,"Supply","Item","2.00"]
[]
[2,"Install","Item","2.00"]
[]
[null,"Distribution Boards (NEW) "]
[]
[null,"The complete supply and installation associated with the distribution board installation shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC "]
[]
[null,"Rates for Distribution Board to also Include:  Over land transport to site and off-loading Site erection, labour and supervision Commissioning and Spares Drawings, manuals and other documents Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications "]
[]
[null,"DB Lift Change-Over "]
[]
[null,"DB Type: Floor standing with lockable door, Bottom and Top Entry and Exit, Electric Orange DB rating: 100A three phase, 50kA Fault LevelSurge Protection to be provided, 2 x 100A circuit breakers in change-over configuration complete with change-over controls. Change-over will receive a NORMAL and ESSENTIAL supply.  Change-over to be configured to use NORMAL supply as priority 1 and ESSENTIAL supply as priority 2.All breakers to be Schneider ElectricInput cable to DB Lift Change-Over: NORMAL: 1 x 70mm2 4 core Cu SWA cable with 1 x 70mm2 insulated earth. ESSENTIAL: 1 x 70mm2 4 core Cu SWA cable with 1 x 70mm2 insulated earth.Output cable from DB Lift Change-Over to Lift: 1 x 70mm2 4 core Cu SWA 2 HOUR FIRE RATED cable with 1 x 70mm2 insulated earth"]
[]
[3,"Supply","Item",1]
[]
[4,"Install","Item",1]
[]
[null,"DB Lift  "]
[]
[null,"DB Type: Surface Mounted with lockable door, Bottom and Top Entry and Exit, Electric Orange DB rating: 100A three phase, 25kA Fault LevelSurge Protection to be provided  100A three phase circuit breaker as main isolator, 100A three phase breaker for lift supply, 63A double pole earth leakage circuit breaker with overload protection with 3 x 20A single pole breakers (plugs, ventilation and spare) and 3 x 10A single pole breakers (lighting, car lighting and spare) All breakers to be Schneider ElectricInput cable to DB Lift: 1 x 70mm2 4 core Cu SWA 2 HOUR FIRE RATED cable with 1 x 70mm2 insulated earthCable from DB Lift to 100A lockable Lift Isolator: 1 x 70mm2 4 core Cu SWA 2 HOUR FIRE RATED cable with 1 x 70 mm2 insulated earth Cable to plugs: 4mm2 plus insulated earth Cable to lights: 2.5mm2 plus insulated earth"]
[]
[5,"Supply","Item",1]
[]
[6,"Install ","Item",1]
[]
[null,"ELECTRICAL LOW VOLTAGE CABLE INSTALLATION "]
[]
[null,"Supply, deliver and install the specified Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps, etc   . "]
[]
[null,"Low Voltage cable installation "]
[]
[null,"PVC insulated 600V/1000V copper conductors "]
[]
[null,"70mm² x 4 core PVC/SWA/ CU "]
[]
[7,"Supply ","m",50]
[]
[8,"Install","m",50]
[]
[null,"Supply, deliver and install the specified FIRE RATED Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps etc. "]
[]
[null,"Low Voltage cable installation "]
[]
[null,"(N)HXCH-FE 180/E 90 halogen free 600V/1000V cable copper conductors "]
[]
[null,"70mm² x 4 core (N)HXCH-FE 180/E 90 FIRE RATED cable "]
[]
[9,"Supply","m",150]
[]
[10,"Install ","m",150]
[]
[null,"Termination for the PVC/SWA/PVC/ECC insulated 600/1000V grade copper cables All terminations to include cable glands, gland plates, shrouds, etc. and all necessary  accessories required for installation. "]
[]
[null,"70mm² x 4 core "]
[]
[11,"Supply","No",5]
[]
[12,"Install","No",5]
[]
[null,"Termination for the (N)HXCH-FE 180/E 90 FIRE RATED insulated 600/1000V grade copper cables All terminations to include cable glands, gland plates, shrouds, etc. and all necessary  accessories required for installation. "]
[]
[null,"70mm² x 4 core  "]
[]
[13,"Supply","No",5]
[]
[14,"Install","No",5]
[]
[null,"EARTH CONTINUITY CONDUCTOR "]
[]
[null,"Supply, deliver and install the specified Low Voltage earth Cable on cable tray, in trenches complete with supports, hangers, clamps etc. "]
[]
[null,"Insulated  600/1000V grade copper earth cable "]
[]
[null,"70mm² PVC insulated copper conductor "]
[]
[15,"Supply","m",50]
[]
[16,"Install","m",50]
[]
[null,"70mm² PVC insulated copper conductor with fire rated cable "]
[]
[17,"Supply","m",150]
[]
[18,"Install","m",150]
[]
[null,"EARTH CONTINUITY CONDUCTOR  TERMINATIONS  "]
[]
[null,"Termination for the insulated earth 600/1000V grade copper cables All terminations to include cable glands, gland plates, shrouds, etc. and all necessary  accessories required for installation. "]
[]
[null,"PVC insulated 600V/1000V copper conductors "]
[]
[null,"70mm² PVC insulated copper conductor "]
[]
[19,"Supply","No",5]
[]
[20,"Install","No",5]
[]
[null,"70mm² PVC insulated copper conductor with fire rated cable "]
[]
[21,"Supply","No",5]
[]
[22,"Install","No",5]
[]
[null,"CABLE TRAY / CABLE LADDER "]
[]
[null,"CABLE TRAY "]
[]
[null,"Light duty cable tray, standard finish galvanised finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 8mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc. "]
[]
[null,"100mm Wide "]
[]
[23,"Supply","m",80]
[]
[24,"Supply","m",80]
[]
[null,"CABLE LADDER "]
[]
[null,"Heavy-duty cable ladders, hot-dip galvanised (HDG) finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 10mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc. Note trays to be labelled every 2m indicating service Similar or equal to O-line heavy duty cable ladder "]
[]
[null,"300mm Wide  "]
[]
[25,"Supply ","m",200]
[]
[26,"Install","m",200]
[]
[null,"POWER POINTS "]
[]
[null,"The isolator shall be mounted to concrete wall, floor, etc.and shall include housing and all necessary accessories. "]
[]
[null,"100A Triple Pole Lockable Isolator for lift unit, fixed to wall or soffit in lift shaft   "]
[]
[27,"Supply ","No",1]
[]
[28,"Install","No",1]
[]
[null,"POWER INSTALLATION "]
[]
[null,"CONDUIT  "]
[]
[null,"SANS approved galvanised conduit complete with bends, joints, adaptors, couplings, saddles, cutting, etc. (Supply & Installation) Built or chased into brickwork or dry-wall "]
[]
[29,"20 mm φ conduit  ","m",10]
[]
[30,"25mm φ conduit  ","m",10]
[]
[null,"Surface mounted to any surface by means of stand-off saddles (Supply & Installation) "]
[]
[31,"20 mm φ conduit  ","m",260]
[]
[32,"25 mm φ conduit  ","m",10]
[]
[null,"PVC conduit onto brickwork or dry-wall (Supply & Install)   "]
[]
[33,"20 mm φ conduit  ","m",520]
[]
[34,"25 mm φ conduit  ","m",260]
[]
[35,"32 mm φ conduit  ","m",10]
[]
[null,"PVC conduit cast into concrete (Supply & Installation)   "]
[]
[36,"20 mm φ conduit  ","m",260]
[]
[37,"25 mm φ conduit  ","m",130]
[]
[38,"32 mm φ conduit  ","m",10]
[]
[null,"CONDUIT BOXES "]
[]
[null,"Surface or flush mounted galvanised conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)  "]
[]
[39,"100 x 100 x 50mm outlet box ","No",26]
[]
[40,"100 x 50 x 50mm outlet box ","No",26]
[]
[41,"60mm round outlet box ","No",26]
[]
[42,"60mm diameter cover plate ","No",13]
[]
[43,"100 x 100 blank cover plates ","No",13]
[]
[44,"100 x 50 blank cover plates ","No",13]
[]
[null,"Surface or flush mounted PVC conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation) "]
[]
[45,"100 x 100 x 50mm outlet box ","No",26]
[]
[46,"100 x 50 x 50mm outlet box ","No",26]
[]
[47,"60mm round outlet box ","No",26]
[]
[48,"60mm diameter cover plate ","No",13]
[]
[49,"100 x 100 blank cover plates ","No",13]
[]
[50,"100 x 50 blank cover plates ","No",13]
[]
[51,"Junction/Termination \"box\", steel enclosure, surface mounted in firemans lift where the supply to the firemans lift transitions from \"fire rated\" to \"normal\" cable (and visa versa) - adequately sized and fitted with the necessay busbar to accommodate the 70mm2 4-core, rated at 250A cables    ","No",2]
[]
[null,"FITTINGS AND ACCESSORIES "]
[]
[null,"Fittings and accessories complete with all necessary screws, cover plates, labelling, cradles, including all holes, drilling, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range "]
[]
[52,"16A, 3-Pin flush mounted switched socket outlet ","No",2]
[]
[53,"16A, 3-Pin flush mounted switched socket outlet, [1 x SANS 164-1, 2 x 164-2] ","No",26]
[]
[54,"20A Single phase D.P. isolator complete with surface mounted box ","No",52]
[]
[55,"32A Single phase D.P. isolator complete with surface mounted box ","No",2]
[]
[null,"CONDUCTORS "]
[]
[null,"600/1000V insulated copper conductors into conduit, trunking or power skirting, including conductor identification labels, terminating, etc. (Supply & Installation) "]
[]
[56,"4 mm² conductor ","m",3200]
[]
[57,"6 mm² conductor ","m",40]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc. "]
[]
[58,"4 mm² green insulated conductor ","m",1600]
[]
[59,"6 mm² green insulated conductor ","m",20]
[]
[null,"Surfix cable into conduit, trunking, etc. "]
[]
[60,"2.5 mm² 3-core \"surfix\" cable ","m",10]
[]
[61,"4 mm² 3-core \"surfix\" cable ","m",10]
[]
[62,"6 mm²  3-core \"surfix\" cable ","m",10]
[]
[null,"LIGHTING INSTALLATION  "]
[]
[null,"LUMINARIES  "]
[]
[null,"The supply, installation and electrical connection of light fittings including bolts, nuts, brackets, cabtyre with plug-top, for power, cut-outs in ceiling, identification marks, etc INCLUDING cost of the fittings (Supply & Installation)   "]
[]
[null,"Type E "]
[]
[null,"Recessed 600mm x 600mm panel LED fitting with double parabolic-type louvre, approx 36W, cool white, white trim, complete with 3m flexible chord with %A plug top for power (Allow R1,500 per fittings for supply)   "]
[]
[63,"Supply","No",104]
[]
[64,"Install","No",104]
[]
[null,"Type A  "]
[]
[null,"Recessed round LED downlight fitting, approx 10W, cool white, white trim, complete with 3m flexible chord with 5A plug top for power (Allow R1,00 per fitting for supply)  "]
[]
[65,"Supply","No",104]
[]
[66,"Install","No",104]
[]
[null,"Type C  "]
[]
[null,"Surface mounted LED bulkhead fitting, approx 20W (Allow R1,500 per fitting for supply)   "]
[]
[67,"Supply","No",26]
[]
[68,"Install","No",26]
[]
[null,"LIGHT SWITCHES & SOCKETS  "]
[]
[null,"Light switches, complete with all necessary connections, labelling, screws, cover plates, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range   "]
[]
[69,"16A One lever two-way light switch, flush mount  ","No",2]
[]
[70,"5A, 3 Pin surface mounted unswitched socket outlet, complete with surface 50 x 50 box and cover  ","No",208]
[]
[71,"Photocell  ","No",1]
[]
[null,"CONDUCTORS  "]
[]
[null,"Insulated copper conductors into conduit, trunking, including conductor identification labels, terminating, etc. (Supply & Installation)   "]
[]
[72,"2.5 mm² conductor  ","m",4680]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc  "]
[]
[73,"2.5 mm² conductor  ","m",2340]
[]
[null,"EARTHING AND BONDING "]
[]
[74,"Allow for earthing and bonding of total installation as required by the SANS Code  of Practice ","Item",1]
[]
[null,"TESTING AND COMMISSIONING "]
[]
[75,"Test, commission and certify entire electrical installation contained in these Bills of Quantities ","Item",1]
[]
[76,"Electrical Certificate of Compliance ","Item",1]
[]
[null,"PROVISIONAL ALLOWANCE"]
[]
[77,"Allowance for power transformers for firemans lift lobby hold open devices / door closers ","Item",1,{"v":20800,"d":"R20,800.00"},{"$f":"D6659*E6659","v":{"v":20800,"d":"R20,800.00"}}]
[]
[]
[]
[null,"SECTION NO. 18"]
[]
[null,"BILL NO. 6"]
[]
[null,"ELECTRICAL INSTALLATION - RADIOPARK (CPAP Work Group No. 160 Unless Otherwise Stated)"]
[]
[null,"Allow for all items required to provide all distribution boards as specified and not included elsewhere, together with all LV cable supplies between the substations and these boards, including also for all earth conductors and cable trays"]
[]
[null,"HIGH AND LOW RISE BUILDING"]
[]
[null,"LOW VOLTAGE DISTRIBUTION "]
[]
[null,"Distribution Boards (Modification Of Existing) "]
[]
[null,"The complete supply and installation of all material associated with the modification of the existing distribution boards shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC  "]
[]
[null,"Rates for modification of Distribution Board to also Include:  Breaker, all material required to install breaker and link breaker to existing busbar, All modification required for complete breaker installation Over land transport to site and off-loading, Site erection, labour and supervision Commissioning and Spares. Drawings, manuals and other documents. Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications "]
[]
[null,"250A three phase, 3P, 50kA, Schneider Electric Circuit Breaker, NSX250N with MicroLogic 2.2 trip unit, installed in existing LV Boards for supply to DB-LIFT CHANGE-OVER (1 x NORMAL SUPPLY, 1 x ESSENTIAL SUPPLY). Supply and Install "]
[]
[null,"Distribution Boards (NEW) "]
[]
[null,"The complete supply and installation associated with the distribution board installation shall form part of this contract.  The successful contractor shall be responsible for the supply, installation, integration, and commissioning of the complete system inclusive of taking delivery, storage, rigging in place, positioning & electrical terminations and issue of COC "]
[]
[null,"Rates for Distribution Board to also Include:  Over land transport to site and off-loading Site erection, labour and supervision Commissioning and Spares Drawings, manuals and other documents Allow for items not included in bill of quantities but deemed necessary to complete installation as per drawings and specifications "]
[]
[null,"DB Lift Change-Over "]
[]
[null,"DB Type: Floor standing with lockable door, Bottom and Top Entry and Exit, Electric Orange DB rating: 250A three phase, 50kA Fault LevelSurge Protection to be provided2 x 250A circuit breakers in change-over configuration complete with change-over controls. Change-over will receive a NORMAL and ESSENTIAL supply.  Change-over to be configured to use NORMAL supply as priority 1 and ESSENTIAL supply as priority 2. All breakers to be Schneider ElectricInput cable to DB Lift Change-Over: NORMAL: 2 x 70mm2 4 core Cu SWA cable with 2 x 70mm2 insulated earth.ESSENTIAL: 2 x 70mm2 4 core Cu SWA cable with 2 x 70mm2 insulated earth. Output cable from DB Lift Change-Over to Lift: 2 x 70mm2 4 core Cu SWA 2 HOUR FIRE RATED cable with 2 x 70mm2 insulated earth      "]
[]
[1,"Supply","Item",1]
[]
[2,"Install","Item",1]
[]
[null,"DB Lift  "]
[]
[null,"DB Type: Surface Mounted with lockable door, Bottom and Top Entry and Exit, Electric Orange DB rating: 250A three phase, 25kA Fault LevelSurge Protection to be provided  250A three phase circuit breaker as main isolator, 250A three breaker for lift supply, 100A three phase local supply circuit breaker, 63A double pole earth leakage circuit breaker with overload protection with 3 x 20A single pole breakers (plugs, ventilation and spare) and 3 x 10A single pole breakers (lighting, car lighting and spare) All breakers to be Schneider ElectricInput cable to DB Lift: 2 x 70mm2 4 core Cu SWA 2 HOUR FIRE RATED cable with 2 x 70mm2 insulated earthCable from DB Lift to 250A lockable Lift Isolator:2 x 70mm2 4 core Cu SWA 2 HOUR FIRE RATED cable with 2 x 70 mm2 insulated earthCable to plugs: 4mm2 plus insulated earthCable to lights: 2.5mm2 plus insulated earth"]
[]
[3,"Supply","Item",1]
[]
[4,"Install ","Item",1]
[]
[null,"ELECTRICAL LOW VOLTAGE CABLE INSTALLATION "]
[]
[null,"Supply, deliver and install the specified Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps, etc   . "]
[]
[null,"Low Voltage cable installation "]
[]
[null,"PVC insulated 600V/1000V copper conductors "]
[]
[null,"70mm² x 4 core PVC/SWA/ CU "]
[]
[5,"Supply ","m",400]
[]
[6,"Install","m",400]
[]
[null,"Supply, deliver and install the specified FIRE RATED Low Voltage Cable on cable tray in trenches, underfloor void, complete with supports, hangers, clamps etc. "]
[]
[null,"Low Voltage cable installation "]
[]
[null,"(N)HXCH-FE 180/E 90 halogen free 600V/1000V cable copper conductors "]
[]
[null,"70mm² x 4 core (N)HXCH-FE 180/E 90 FIRE RATED cable "]
[]
[7,"Supply","m",300]
[]
[8,"Install ","m",300]
[]
[null,"Termination for the PVC/SWA/PVC/ECC insulated 600/1000V grade copper cables All terminations to include cable glands, gland plates, shrouds, etc. and all necessary  accessories required for installation. "]
[]
[null,"70mm² x 4 core "]
[]
[9,"Supply","No",10]
[]
[10,"Install","No",10]
[]
[null,"Termination for the (N)HXCH-FE 180/E 90 FIRE RATED insulated 600/1000V grade copper cables All terminations to include cable glands, gland plates, shrouds, etc. and all necessary  accessories required for installation. "]
[]
[null,"70mm² x 4 core  "]
[]
[11,"Supply","No",10]
[]
[12,"Install","No",10]
[]
[null,"EARTH CONTINUITY CONDUCTOR "]
[]
[null,"Supply, deliver and install the specified Low Voltage earth Cable on cable tray, in trenches complete with supports, hangers, clamps etc. "]
[]
[null,"Insulated  600/1000V grade copper earth cable "]
[]
[null,"70mm² PVC insulated copper conductor "]
[]
[13,"Supply","m",400]
[]
[14,"Install","m",400]
[]
[null,"70mm² PVC insulated copper conductor with fire rated cable "]
[]
[15,"Supply","m",300]
[]
[16,"Install","m",300]
[]
[null,"EARTH CONTINUITY CONDUCTOR  TERMINATIONS  "]
[]
[null,"Termination for the insulated earth 600/1000V grade copper cables All terminations to include cable glands, gland plates, shrouds, etc. and all necessary  accessories required for installation. "]
[]
[null,"PVC insulated 600V/1000V copper conductors "]
[]
[null,"70mm² PVC insulated copper conductor "]
[]
[17,"Supply","No",10]
[]
[18,"Install","No",10]
[]
[null,"70mm² PVC insulated copper conductor with fire rated cable "]
[]
[19,"Supply","No",10]
[]
[20,"Install","No",10]
[]
[null,"CABLE TRAY / CABLE LADDER "]
[]
[null,"CABLE TRAY "]
[]
[null,"Light duty cable tray, standard finish galvanised finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 8mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc. "]
[]
[null,"100mm Wide "]
[]
[21,"Supply","m",350]
[]
[22,"Supply","m",350]
[]
[null,"CABLE LADDER "]
[]
[null,"Heavy-duty cable ladders, hot-dip galvanised (HDG) finish including all accessories, floor/wall/soffit mounted horizontally/vertically on a P1000 stand off bracket or P4000 unistrut hanger with 10mm φ threaded rod suspensions [1000mm dropper] for overhead installation. The Contractor to allow for splice sets, reducers, elbows, risers, droppers, T-pieces, bonding of cable ways etc. Note trays to be labelled every 2m indicating service Similar or equal to O-line heavy duty cable ladder "]
[]
[null,"300mm Wide  "]
[]
[23,"Supply ","m",350]
[]
[24,"Install","m",350]
[]
[null,"POWER POINTS "]
[]
[null,"The isolator shall be mounted to concrete wall, floor, etc.and shall include housing and all necessary accessories. "]
[]
[null,"250A Triple Pole Lockable Isolator for lift unit, fixed to wall or soffit in lift shaft   "]
[]
[25,"Supply ","No",1]
[]
[26,"Install","No",1]
[]
[null,"POWER INSTALLATION "]
[]
[null,"CONDUIT  "]
[]
[null,"SANS approved galvanised conduit complete with bends, joints, adaptors, couplings, saddles, cutting, etc. (Supply & Installation) Built or chased into brickwork or dry-wall "]
[]
[27,"20 mm φ conduit  ","m",10]
[]
[28,"25mm φ conduit  ","m",10]
[]
[null,"Surface mounted to any surface by means of stand-off saddles (Supply & Installation) "]
[]
[29,"20 mm φ conduit  ","m",1080]
[]
[30,"25 mm φ conduit  ","m",10]
[]
[null,"PVC conduit onto brickwork or dry-wall (Supply & Install)   "]
[]
[31,"20 mm φ conduit  ","m",1080]
[]
[32,"25 mm φ conduit  ","m",540]
[]
[33,"32 mm φ conduit  ","m",10]
[]
[null,"PVC conduit cast into concrete (Supply & Installation)   "]
[]
[34,"20 mm φ conduit  ","m",540]
[]
[35,"25 mm φ conduit  ","m",270]
[]
[36,"32 mm φ conduit  ","m",10]
[]
[null,"CONDUIT BOXES "]
[]
[null,"Surface or flush mounted galvanised conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation)  "]
[]
[37,"100 x 100 x 50mm outlet box ","No",108]
[]
[38,"100 x 50 x 50mm outlet box ","No",108]
[]
[39,"60mm round outlet box ","No",216]
[]
[40,"60mm diameter cover plate ","No",108]
[]
[41,"100 x 100 blank cover plates ","No",54]
[]
[42,"100 x 50 blank cover plates ","No",54]
[]
[null,"Surface or flush mounted PVC conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation) "]
[]
[43,"100 x 100 x 50mm outlet box ","No",108]
[]
[44,"100 x 50 x 50mm outlet box ","No",108]
[]
[45,"60mm round outlet box ","No",216]
[]
[46,"60mm diameter cover plate ","No",108]
[]
[47,"100 x 100 blank cover plates ","No",54]
[]
[48,"100 x 50 blank cover plates ","No",54]
[]
[49,"Junction/Termination \"box\", steel enclosure, surface mounted in firemans lift where the supply to the firemans lift transitions from \"fire rated\" to \"normal\" cable (and visa versa) - adequately sized and fitted with the necessay busbar to accommodate the 70mm2 4-core, rated at 250A cables    ","No",2]
[]
[null,"FITTINGS AND ACCESSORIES "]
[]
[null,"Fittings and accessories complete with all necessary screws, cover plates, labelling, cradles, including all holes, drilling, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range "]
[]
[50,"16A, 3-Pin flush mounted switched socket outlet ","No",2]
[]
[51,"16A, 3-Pin flush mounted switched socket outlet, [1 x SANS 164-1, 2 x 164-2] ","No",126]
[]
[52,"20A Single phase D.P. isolator complete with surface mounted box ","No",72]
[]
[53,"32A Single phase D.P. isolator complete with surface mounted box ","No",2]
[]
[null,"CONDUCTORS "]
[]
[null,"600/1000V insulated copper conductors into conduit, trunking or power skirting, including conductor identification labels, terminating, etc. (Supply & Installation) "]
[]
[54,"4 mm² conductor ","m",4000]
[]
[55,"6 mm² conductor ","m",40]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc. "]
[]
[56,"4 mm² green insulated conductor ","m",2000]
[]
[57,"6 mm² green insulated conductor ","m",20]
[]
[null,"Surfix cable into conduit, trunking, etc. "]
[]
[58,"2.5 mm² 3-core \"surfix\" cable ","m",10]
[]
[59,"4 mm² 3-core \"surfix\" cable ","m",10]
[]
[60,"6 mm²  3-core \"surfix\" cable ","m",10]
[]
[null,"LIGHTING INSTALLATION  "]
[]
[null,"LUMINARIES  "]
[]
[null,"The supply, installation and electrical connection of light fittings including bolts, nuts, brackets, cabtyre with plug-top for power, cut-outs in ceilings, identification marks, etc INCLUDING cost of the fittings (Supply & Installation)   "]
[]
[null,"Type B  "]
[]
[null,"Surface mount 1200mm corrosion proof flourescent-type LED fittings, approx 55W, cool white (Allow R3,000 per fitting for supply)   "]
[]
[61,"Supply","No",8]
[]
[62,"Install","No",8]
[]
[null,"Type E  "]
[]
[null,"Recessed 600mm x 600mm panel LED fitting with double parabolic-type louvre, approx 36W, cool white, white trim, complete with 3m chord with a 5A plug top for power (Allow R1,500 per fitting for supply)   "]
[]
[63,"Supply","No",288]
[]
[64,"Install","No",288]
[]
[null,"Type A  "]
[]
[null,"Recessed round LED downlight fitting, approx 10W, cool white, white trim, complete with 3m flexible chord with 5A plug top for power (Allow R1,000 per fitting for supply)   "]
[]
[65,"Supply","No",56]
[]
[66,"Install","No",56]
[]
[null,"Type C   "]
[]
[null,"Surface mounted LED bulkhead fitting, approx 20W (Allow R1,500 per fitting for supply)   "]
[]
[67,"Supply","No",12]
[]
[68,"Install","No",12]
[]
[null,"Type F  "]
[]
[null,"Recessed 330mm x 1200mm panel LED fitting with double parabolic-type louvre, approx 36W, cool white, white trim, complete with 3m flexible chord with 5A plug top for power (Allow R2,000 per fitting for supply)    "]
[]
[69,"Supply","No",130]
[]
[70,"Install","No",130]
[]
[null,"Type D   "]
[]
[null,"Column mounted LED bulkhead fitting, approx 50W (Allow R3,000 per fitting for supply)    "]
[]
[71,"Supply ","No",28]
[]
[72,"Install","No",28]
[]
[null,"Type LL  "]
[]
[null,"Surface or suspended linear LED in rectangular aluminium extrusion, black trim, opal diffuser, approx 36W/m. To include driver, hangers, fixings, brackets, etc - measured in linear meter   "]
[]
[73,"Supply","m",20]
[]
[74,"Install","m",20]
[]
[null,"Type LS  "]
[]
[null,"Strip lighting LED in square aluminium extrusion (approx 10mm), opal diffuser, installed in 50mm ceiling shadow line in lift lobbies around perimeter. To include driver, hangers, fixing, brackets, etc - measured in linear meter   "]
[]
[75,"Supply","m",1250]
[]
[76,"Install","m",1250]
[]
[null,"LIGHT SWITCHES & SOCKETS  "]
[]
[null,"Light switches, complete with necessary connections, labelling, screws, cover plates, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range   "]
[]
[77,"16A One lever two-way light switch, flush mount  ","No",2]
[]
[78,"5A, 3 Pin surface mounted unswitched socket outlet, complete with surface 50 x 50 box cover   ","No",474]
[]
[79,"Photocell   ","No",1]
[]
[null,"CONDUCTORS   "]
[]
[null,"Insulated copper conductors into conduit, trunking, including conductor identification labels, terminating, etc (Supply & Installation)   "]
[]
[80,"2.5 mm² conductor   ","m",6490]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc   "]
[]
[81,"2.5 mm² conductor  ","m",3245]
[]
[null,"EARTHING AND BONDING "]
[]
[82,"Allow for earthing and bonding of total installation as required by the SANS Code  of Practice ","Item",1]
[]
[null,"TESTING AND COMMISSIONING "]
[]
[83,"Test, commission and certify entire electrical installation contained in these Bills of Quantities ","Item",1]
[]
[84,"Electrical Certificate of Compliance ","Item",1]
[]
[null,"PROVISIONAL ALLOWANCE"]
[]
[85,"Provisional allowance for lighting ","Item",1]
[]
[86,"Allowance for power transformers for firemans lift lobby hold open devices / door closers ","Item",1]
[]
[null,"RADIO-PARK ENTRANCE"]
[]
[null,"POWER INSTALLATION "]
[]
[null,"CONDUIT "]
[]
[null,"SANS approved galvanised conduit complete with bends, joints, adaptors, couplings, saddles, cutting, etc. (Supply & Installation) "]
[]
[null,"Built or chased into brickwork or dry-wall "]
[]
[87,"20 mm φ conduit  ","m",10]
[]
[88,"25 mm φ conduit   ","m",10]
[]
[null,"Surface mounted to any surface by means of stand-off saddles (Supply & Installation) "]
[]
[89,"20 mm φ conduit   ","m",40]
[]
[90,"25 mm φ conduit   ","m",10]
[]
[null,"PVC conduit chased onto brickwork or dry-wall (Supply & Installation)   "]
[]
[91,"20 mm φ conduit   ","m",160]
[]
[92,"25 mm φ conduit   ","m",80]
[]
[93,"32 mm φ conduit  ","m",10]
[]
[null,"PVC conduit cast into concrete (Supply & Installation)  "]
[]
[94,"20 mm φ conduit  ","m",80]
[]
[95,"25 mm φ conduit ","m",40]
[]
[96,"32 mm φ conduit  ","m",10]
[]
[null,"CONDUIT BOXES "]
[]
[null,"Surface or flush mounted galvanised conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation) "]
[]
[97,"100 x 100 x 50mm outlet box ","No",4]
[]
[98,"100 x 50 x 50mm outlet box ","No",4]
[]
[99,"60mm round outlet box ","No",16]
[]
[100,"60mm diameter cover plate ","No",8]
[]
[101,"100 x 100 blank cover plates ","No",2]
[]
[102,"100 x 50 blank cover plates ","No",2]
[]
[null,"Surface or flush mounted PVC conduit boxes including fixing to conduit with necessary locknuts, adaptors, bushes, etc.(Supply & Installation) "]
[]
[103,"100 x 100 x 50mm outlet box ","No",4]
[]
[104,"100 x 50 x 50mm outlet box ","No",4]
[]
[105,"60mm round outlet box ","No",16]
[]
[106,"60mm diameter cover plate ","No",8]
[]
[107,"100 x 100 blank cover plates ","No",2]
[]
[108,"100 x 50 blank cover plates ","No",2]
[]
[null,"FITTINGS AND ACCESSORIES "]
[]
[null,"Fittings and accessories complete with all necessary screws, cover plates, labelling, cradles, including all holes, drilling, etc. (Supply & Installation) Similar or equal to Crabtree Classic Range "]
[]
[109,"16A, 3-Pin flush mounted switched socket outlet ","No",2]
[]
[110,"16A, 3-Pin flush mounted switched socket outlet, [1 x SANS 164-1, 2 x 164-2] ","No",34]
[]
[111,"20A Single phase D.P. isolator complete with surface mounted box ","No",10]
[]
[112,"32A Single phase D.P. isolator complete with surface mounted box ","No",2]
[]
[null,"CONDUCTORS "]
[]
[null,"600/1000V insulated copper conductors into conduit, trunking or power skirting, including conductor identification labels, terminating, etc. (Supply & Installation) "]
[]
[113,"4 mm² conductor ","m",920]
[]
[114,"6 mm² conductor ","m",40]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc. "]
[]
[115,"4 mm² green insulated conductor ","m",460]
[]
[116,"6 mm² green insulated conductor ","m",20]
[]
[null,"Surfix cable into conduit, trunking, etc. "]
[]
[117,"2.5 mm² 3-core \"surfix\" cable ","m",10]
[]
[118,"4 mm² 3-core \"surfix\" cable ","m",10]
[]
[119,"6 mm²  3-core \"surfix\" cable ","m",10]
[]
[null,"LIGHTING INSTALLATION  "]
[]
[null,"LUMINARIES  "]
[]
[null,"The supply, installation and electrical connections of light fittings including bolts, nuts, brackets, cabtyre with plug-top for power, cut-outs in ceiling, identification marks, etc INCLUDING cost of the fittings (Supply and Installation)   "]
[]
[null,"Type A   "]
[]
[null,"Recessed round LED downlight fitting, approx 10W, cool white, white trim, complete with 3m flexible chord with 5A plug top for power (Allow R1,000 per fitting for supply)  "]
[]
[120,"Supply","No",30]
[]
[121,"Install","No",30]
[]
[null,"Type C   "]
[]
[null,"Surface mounted LED bulkhead fitting, approx 20W (Allow R1,500 per fitting for supply)   "]
[]
[122,"Supply","No",10]
[]
[123,"Install","No",10]
[]
[null,"Type D"]
[]
[null,"Column mounted LED bulkhead fitting, approx 50W (Allow R3,000 per fitting for supply)  "]
[]
[124,"Supply","No",16]
[]
[125,"Install","No",16]
[]
[null,"Type LL  "]
[]
[null,"Surface or suspended linear LED in rectangular aluminium extrusion, black trim, opal diffuser, approx 36W/m. To include driver, hangers, fixing, brackets, etc - measured in linear meter   "]
[]
[126,"Supply","No",200]
[]
[127,"Install","No",200]
[]
[null,"Type G  "]
[]
[null,"Flood light, LED, approx 30W (Allow R1,500 per fitting for supply)  "]
[]
[128,"Supply","No",6]
[]
[129,"Install","No",6]
[]
[null,"LIGHT SWITCHES & SOCKETS  "]
[]
[null,"Light switches, complete with all necessary connection, labelling, screws, cover plates, etc (Supply & Installation) Similar or equal to Crabtree Classic Range  "]
[]
[130,"16A One lever two-way light switch, flush mount  ","No",2]
[]
[131,"5A, 3 Pin surface mounted unswitched socket outlet, complete with surface 50 x 50 box and cover","No",30]
[]
[132,"Photocell  ","No",2]
[]
[null,"CONDUCTORS "]
[]
[null,"Insulated copper conductors into conduit, trucking, including conductor identifcation labels, terminating, etc (Supply and Installation)   "]
[]
[133,"2.5 mm² conductor  ","m",820]
[]
[null,"Insulated copper earth conductor into conduit, trunking, etc. "]
[]
[134,"2.5 mm² conductor  ","m",410]
[]
[null,"EARTHING AND BONDING "]
[]
[135,"Allow for earthing and bonding of total installation as required by the SANS Code  of Practice ","Item",1]
[]
[null,"TESTING AND COMMISSIONING "]
[]
[136,"Test, commission and certify entire electrical installation contained in these Bills of Quantities ","Item",1]
[]
[137,"Electrical Certificate of Compliance ","Item",1]
[]
[null,"PROVISIONAL ALLOWANCES "]
[]
[138,"Specialised architectural lighting ","Item",1,{"v":300000,"d":"R300,000.00"},{"$f":"D7197*E7197","v":{"v":300000,"d":"R300,000.00"}}]
[]
[]
[]
[null,"TVOB LIFT - ELECTRICAL INSTALLATION","Page",340]
[]
[null,"TV PARKADE LIFT ELECTRICAL INSTALLATION","Page",350]
[]
[null,"GSM LIFT - ELECTRICAL INSTALLATION","Page",361]
[]
[null,"RENAISSANCE LIFT - ELECTRICAL  INSTALLATION","Page",362]
[]
[null,"ELECTRICAL WORK - HENLEY TV OFFICES","Page",379]
[]
[null,"ELECTRICAL - RADIOPARK","Page",406]
[]
[null,"SECTION NO. 19"]
[]
[null,"BILL NO.1"]
[]
[null,"MECHANICAL FIRE SPECIALIST (CPAP Work Group No. 170 Unless Otherwise Stated)"]
[]
[null,"STATUTORY SIGNAGE"]
[]
[null,"Supply and Mechanically install F39 Photo-Luminescent Sign"]
[]
[1,"Radio Studio - Goods Lifts 8 - JE5983","No",3]
[]
[2,"Radio Studio - Lifts 6 - JE6098","No",4]
[]
[3,"Radio Studio - Lifts 4 - JE6100","No",6]
[]
[4,"Radio Studios - Lift 01 - L2929","No",2]
[]
[5,"Henley Office Park West - Lifts H - JE6073","No",7]
[]
[6,"Henley Office Park East - Lifts G - JE6076","No",6]
[]
[7,"Henley Artist Block - Lifts J - JE6077","No",2]
[]
[8,"Henley Studios Goods Lift - Lifts K - JE6071","No",3]
[]
[9,"Henley Office Park Decor - Lifts Q - JE7192","No",2]
[]
[10,"Henley Office Block - Lift GSM - 01/L539","No",3]
[]
[11,"Television Office Block - Lifts A - JE7669","No",12]
[]
[12,"Television Office Block - Lift C - JE7671","No",12]
[]
[13,"Television Office Block - Lift E - JE7673","No",12]
[]
[14,"TV Parkade - Lift O - JE7430","No",8]
[]
[15,"TV Parkade - Lift M - JE7541","No",8]
[]
[16,"Television Reception Foyer - Lift L - 01/L3544","No",3]
[]
[17,"New Lift - GSM","No",3]
[]
[18,"New Lift - TV Parkade","No",7]
[]
[19,"New Lift - TVOB","No",4]
[]
[null,"SMOKE DETECTION"]
[]
[null,"Supply and install Ziton Smoke Detection System and connect to Existing System"]
[]
[null,"Radio Studio - Goods Lifts 8 - JE5983"]
[]
[20,"Optical smoke detectors with bases ","No",3]
[]
[21,"Sound/Strobe with Bases","No",3]
[]
[22,"P0 Fire Cable","No",90]
[]
[null,"Radio Studio East Foyer - Lifts 6 - JE6098"]
[]
[23,"Optical smoke detectors with bases ","No",4]
[]
[24,"Sound/Strobe with Bases","No",4]
[]
[25,"P0 Fire Cable","No",120]
[]
[null,"Radio Studio West Foyer - Lifts 4 - JE6100"]
[]
[26,"Optical smoke detectors with bases ","No",6]
[]
[27,"Sound/Strobe with Bases","No",6]
[]
[28,"P0 Fire Cable","No",180]
[]
[null,"Radio Studio - Lifts 01 - L2929"]
[]
[29,"Optical smoke detectors with bases ","No",2]
[]
[30,"Sound/Strobe with Bases","No",2]
[]
[31,"P0 Fire Cable","No",60]
[]
[null,"Henley Office Park West - Lifts H - JE6073"]
[]
[32,"Optical smoke detectors with bases ","No",7]
[]
[33,"Sound/Strobe with Bases","No",7]
[]
[34,"P0 Fire Cable","No",210]
[]
[null,"Henley Office Park East - Lifts G - JE6076"]
[]
[35,"Optical smoke detectors with bases ","No",6]
[]
[36,"Sound/Strobe with Bases","No",6]
[]
[37,"P0 Fire Cable","No",180]
[]
[null,"Henley Artist Block - Lifts J - JE6077"]
[]
[38,"Optical smoke detectors with bases ","No",2]
[]
[39,"Sound/Strobe with Bases","No",2]
[]
[40,"P0 Fire Cable","No",60]
[]
[null,"Henley Studios Goods - Lifts K - JE6078"]
[]
[41,"Optical smoke detectors with bases ","No",3]
[]
[42,"Sound/Strobe with Bases","No",3]
[]
[43,"P0 Fire Cable","No",90]
[]
[null,"Henley Office Park Decor - Lifts Q - JE7192"]
[]
[44,"Optical smoke detectors with bases ","No",2]
[]
[45,"Sound/Strobe with Bases","No",2]
[]
[46,"P0 Fire Cable","No",60]
[]
[null,"Henley Office Block - Lifts GSM - 01/L539"]
[]
[47,"Optical smoke detectors with bases ","No",3]
[]
[48,"Sound/Strobe with Bases","No",3]
[]
[49,"P0 Fire Cable","No",90]
[]
[null,"Television Office Block - Lift C - JE7671"]
[]
[50,"Optical smoke detectors with bases ","No",12]
[]
[51,"Sound/Strobe with Bases","No",12]
[]
[52,"P0 Fire Cable","No",360]
[]
[null,"Television Office Block - Lift E - JE7673"]
[]
[53,"Optical smoke detectors with bases ","No",12]
[]
[54,"Sound/Strobe with Bases","No",12]
[]
[55,"P0 Fire Cable","No",360]
[]
[null,"TV Parkade - Lift O - JE7430"]
[]
[56,"Optical smoke detectors with bases ","No",8]
[]
[57,"Sound/Strobe with Bases","No",8]
[]
[58,"P0 Fire Cable","No",240]
[]
[null,"TV Parkade - Lift M - JE7541"]
[]
[59,"Optical smoke detectors with bases ","No",8]
[]
[60,"Sound/Strobe with Bases","No",8]
[]
[61,"P0 Fire Cable","No",240]
[]
[null,"Television Reception Foyer - Lift L - 01/L3544"]
[]
[62,"Optical smoke detectors with bases ","No",3]
[]
[63,"Sound/Strobe with Bases","No",3]
[]
[64,"P0 Fire Cable","No",90]
[]
[null,"New Lift - GSM"]
[]
[65,"Optical smoke detectors with bases ","No",3]
[]
[66,"Sound/Strobe with Bases","No",3]
[]
[67,"P0 Fire Cable","No",90]
[]
[null,"New Lift - TV Parkade"]
[]
[68,"Optical smoke detectors with bases ","No",8]
[]
[69,"Sound/Strobe with Bases","No",8]
[]
[70,"P0 Fire Cable","No",240]
[]
[null,"New Lift - TVOB"]
[]
[71,"Optical smoke detectors with bases ","No",4]
[]
[72,"Sound/Strobe with Bases","No",4]
[]
[73,"P0 Fire Cable","No",120]
[]
[null,"PRESSURISATION OF LIFTS SHAFTS"]
[]
[null,"Pressurisation fan including control panel"]
[]
[74,"To TV OFFICE BLOCK - Lift E - JE7673","No",1]
[]
[null,"DOORS ETC"]
[]
[null,"Supply and Install new 1600mm Double Class \"B\" Fire Doors including frame, magnetic hold open device, door closer, etc"]
[]
[75,"To TV Office Block - Lift E - JE7673","No",13]
[]
[76,"Magnetic Hold Open Device","No",33]
[]
[77,"Door closer","No",36]
[]
[null,"Supply and Install single Class \"B\" Fire Doors 900mm Wide"]
[]
[78,"To TV Office Block - Lift E - JE7673","No",4]
[]
[79,"Magnetic Hold Open Device","No",8]
[]
[80,"Door closer","No",8]
[]
[]
[]
[null,"SECTION NO. 19"]
[]
[null,"BILL NO.2"]
[]
[null,"MECHANICAL FIRE SPECIALIST (CPAP Work Group No. 170 Unless Otherwise Stated)"]
[]
[null,"STATUTORY SIGNAGE"]
[]
[null,"Fire"]
[]
[null,"Supply and Mechanically install F39 Photo-Luminescent Sign"]
[]
[1,"Radio Park Stores - Goods Lift - JES178","No",2]
[]
[2,"Radio Park Office - Lift RBF - 01/L2929","No",2]
[]
[3,"Radio Park Entrance - Lift S - JE7684","No",4]
[]
[4,"Radio Park - Low Rise - Lift A - JE5297","No",18]
[]
[5,"Radio Park - Low Rise - Lift B - JE9258","No",18]
[]
[6,"Radio Park - Low Rise - Lift D - JE5300","No",18]
[]
[7,"Radio Park - Low Rise - Lift E - JE5301","No",18]
[]
[8,"Radio Park - High Rise - Lift F - JE5302","No",18]
[]
[9,"Radio Park - High Rise - Lift H - JE5304","No",18]
[]
[10,"Radio Park - High Rise - Lift J - JE5306","No",18]
[]
[11,"Radio Park - Fireman's - Lift 2 -JE5308","No",34]
[]
[null,"SMOKE DETECTION"]
[]
[null,"Supply and install Ziton Smoke Detection System and connect to Existing System"]
[]
[null,"Radio Park Office - Lift RBF - 01/L2929"]
[]
[12,"Optical smoke detectors with bases ","No",2]
[]
[13,"Sound/Strobe with Bases","No",2]
[]
[14,"P0 Fire Cable","No",60]
[]
[null,"Radio Park Stores - Goods Lift - JES178"]
[]
[15,"Optical smoke detectors with bases ","No",2]
[]
[16,"Sound/Strobe with Bases","No",2]
[]
[17,"P0 Fire Cable","No",90]
[]
[null,"Radio Park Entrance - Lift S - JE7684"]
[]
[18,"Optical smoke detectors with bases ","No",4]
[]
[19,"Sound/Strobe with Bases","No",4]
[]
[20,"P0 Fire Cable","No",120]
[]
[null,"Radio Park Low Rise - Lift C - JE5299"]
[]
[21,"Optical smoke detectors with bases ","No",18]
[]
[22,"Sound/Strobe with Bases","No",18]
[]
[23,"P0 Fire Cable","No",540]
[]
[null,"Radio Park High Rise - Lift H - JE5304"]
[]
[24,"Optical smoke detectors with bases ","No",33]
[]
[25,"Sound/Strobe with Bases","No",33]
[]
[26,"P0 Fire Cable","No",990]
[]
[null,"Radio Park Fireman's Lift - Lift 2 - JE5308"]
[]
[27,"Optical smoke detectors with bases ","No",34]
[]
[28,"Sound/Strobe with Bases","No",34]
[]
[29,"P0 Fire Cable","No",1020]
[]
[null,"PRESSURISATION OF LIFTS SHAFTS"]
[]
[null,"Pressurisation fan including control panel"]
[]
[30,"To RADIOPARK fireman's - Lift H12 - JE5308","No",2]
[]
[null,"DOORS ETC"]
[]
[null,"Supply and Install new 1600mm Double Class \"B\" Fire Doors including frame, magnetic hold open device, door closer, etc"]
[]
[31,"To Radio Park Tower - Lift 2 - JE5308   ","No",10]
[]
[32,"Magnetic Hold Open Device","No",102]
[]
[33,"Door closer","No",30]
[]
[null,"Supply and Install single Class \"B\" Fire Doors 900mm Wide"]
[]
[34,"To Radio Park Tower - Lift 2 - JE5308   ","No",63]
[]
[null,"Supply and Install new 1600mm Double Class \"B\" Fire Doors including frame, magnetic hold open device, door closer, etc"]
[]
[35,"To change over station   ","No",2]
[]
[36,"Magnetic Hold Open Device","No",4]
[]
[37,"Door closer","No",4]
[]
[]
[]
[null,"SECTION NO. 19"]
[]
[null,"BILL NO. 3"]
[]
[null,"MECHANICAL LIFTS"]
[]
[null,"SITE FACILITIES"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for Site Facilities, Site camp, accommodation and offices, Security, Water & Electricity, Ablutions and latrine facilities and clearing after completion"]
[]
[null,"INSURANCES"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for Works Insurance, Workmen s Compensation and Third Party Insurance."]
[]
[null,"DRAWINGS"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for Workshop drawings, Builders work drawings, electronic format, Operations and maintenance manuals and written guarantee"]
[]
[null,"HEALTH AND SAFETY"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for OHS Environmental Management, PPE, Training, Contract Management, Removal of rubble from off site and clearing facilities"]
[]
[null,"LIFT AND ESCALATORS"]
[]
[null,"Removal of existing passenger elevator and components. This must include the correct disposal methodology, transport type and have an auditable trail upon client request. Supply, delivery to site, installation of the NEW lift & operation strictly in accordance to the specification, compliant safety applications, STANDARDS and REGULATIONS including all preliminary required works for the proper, safe and successful installation. Cleaning the Elevator concrete shafts, prepare shafts surfaces to properly accommodate the elevator parts. Workshop drawings complete to engineer's requirements. 12 month Service and Guarantee period for all equipment to include general fire compliance monitoring. Commissioning and testing including compliance certification and Inspection by a Registered Lift inspector. This must include all documents signed and approved for operation."]
[]
[null,"Lift replacement"]
[]
[1,"LIFT - Radio Park Office 01/L2929","No",1]
[]
[2,"LIFT - Instrument JE 5983","No",1]
[]
[3,"LIFT - Radio Studios JE 6098","No",1]
[]
[4,"LIFT - Radio Studios JE 6099","No",1]
[]
[5,"LIFT - Radio Studios JE 6100","No",1]
[]
[6,"LIFT - Radio Studios JE 6101","No",1]
[]
[7,"LIFT - Henley (TV) JE 6074","No",1]
[]
[8,"LIFT - Henley (TV) JE 6073 ","No",1]
[]
[9,"LIFT - Henley (TV) JE 6075 ","No",1]
[]
[10,"LIFT - Henley (TV) JE 6076 ","No",1]
[]
[11,"LIFT - Renascence Cnt JE 6077","No",1]
[]
[12,"LIFT - Renascence Cnt JE 6078","No",1]
[]
[13,"LIFT - TV 14 (Ancilliary) JE 7669","No",1]
[]
[14,"LIFT - TV 14 (Ancilliary) JE 7670","No",1]
[]
[15,"LIFT - RTV 14 (Ancilliary) JE 7671","No",1]
[]
[16,"LIFT - TV 14 (Ancilliary) JE 7672","No",1]
[]
[17,"LIFT - JE 7673","No",1]
[]
[18,"LIFT - Décor JE 7192","No",1]
[]
[19,"LIFT - Parkade JE 7530","No",1]
[]
[20,"LIFT - Parkade JE 7531","No",1]
[]
[21,"LIFT - Parkade JE 7541","No",1]
[]
[22,"LIFT - Parkade JE 7540","No",1]
[]
[23,"LIFT - GSM 01/L539","No",1]
[]
[24,"LIFT - Television Office 01/L3544","No",1]
[]
[null,"New lift installation"]
[]
[25,"LIFT - GSM - NEW LIFT","No",1]
[]
[26,"TV Parkade - NEW LIFT","No",1]
[]
[27,"LIFT - TVOB - NEW LIFT","No",1]
[]
[null,"Escalators - Full replacement or In truss upgrade "]
[]
[28,"Escalator JESC 496","No",1]
[]
[29,"Escalator JESC 497","No",1]
[]
[30,"Escalator JESC 498","No",1]
[]
[31,"Escalator JESC 499","No",1]
[]
[null,"Lift to be removed"]
[]
[32," Décor JE 7193","m",1]
[]
[]
[]
[null,"SECTION NO. 19"]
[]
[null,"BILL NO. 4"]
[]
[null,"MECHANICAL LIFTS"]
[]
[null,"SITE FACILITIES"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for Site Facilities, Site camp, accommodation and offices, Security, Water & Electricity, Ablutions and latrine facilities and clearing after completion"]
[]
[null,"INSURANCES"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for Works Insurance, Workmen s Compensation and Third Party Insurance."]
[]
[null,"DRAWINGS"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for Workshop drawings, Builders work drawings, electronic format, Operations and maintenance manuals and written guarantee"]
[]
[null,"HEALTH AND SAFETY"]
[]
[null,"Budgetary Allowance"]
[]
[null,"Allowance for sum of R0 (Zero) for OHS Environmental Management, PPE, Training, Contract Management, Removal of rubble from off site and clearing facilities"]
[]
[null,"LIFT AND ESCALATORS"]
[]
[null,"Removal of existing passenger elevator and components. This must include the correct disposal methodology, transport type and have an auditable trail upon client request. Supply, delivery to site, installation of the NEW lift & operation strictly in accordance to the specification, compliant safety applications, STANDARDS and REGULATIONS including all preliminary required works for the proper, safe and successful installation. Cleaning the Elevator concrete shafts, prepare shafts surfaces to properly accommodate the elevator parts. Workshop drawings complete to engineer's requirements. 12 month Service and Guarantee period for all equipment to include general fire compliance monitoring. Commissioning and testing including compliance certification and Inspection by a Registered Lift inspector. This must include all documents signed and approved for operation."]
[]
[null,"Lift replacement"]
[]
[1,"LIFT - Low rise JE 5297     ","No",1]
[]
[2,"LIFT - Low rise JE 5298","No",1]
[]
[3,"LIFT - Low rise JE 5299 ","No",1]
[]
[4,"LIFT - Low rise JE 5300 ","No",1]
[]
[5,"LIFT - Low rise JE 5301 ","No",1]
[]
[6,"LIFT - High rise JE 5302 ","No",1]
[]
[7,"LIFT - High rise JE 5303 ","No",1]
[]
[8,"LIFT - High rise JE 5304 ","No",1]
[]
[9,"LIFT - High rise JE 5305 ","No",1]
[]
[10,"LIFT - High rise JE 5306 ","No",1]
[]
[11,"LIFT - Goods lift JE 5307","No",1]
[]
[12,"LIFT - Goods lift JE 5308 ","No",1]
[]
[13,"LIFT - Entrance PE 7684   ","No",1]
[]
[14,"LIFT - Entrance PE 7685 ","No",1]
[]
[15,"LIFT - Stores JE 5178     ","No",1]
[]
[null,"Escalators - Full replacement and In truss upgrade "]
[]
[16,"Entrance escalator JESC 503    ","No",1]
[]
[17,"Entrance escalator JESC 503 ","No",1]
[]
[]
[]
[null,"FIRE SPECIALIST","Page",413]
[]
[null,"FIRE SPECIALIST - RADIOPARK","Page",417]
[]
[null,"MECHANICAL LIFTS","Page",421]
[]
[null,"MECHANICAL - RADIOPARK","Page",425]
[]
[null,"SECTION NO. 20"]
[]
[null,"BILL NO. 1"]
[]
[null,"GLAZING - TVOB LIFT (CPAP Work Group No. 150 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Float glass"]
[]
[null,"The term \"float glass\" is used for monolithic annealed glass "]
[]
[null,"Laminated glass"]
[]
[null,"Laminated glass to have polyvinyl butyral (PVB) interlayer(s)"]
[]
[null,"GLAZING TO ALUMINIUM WITH CLIP ON BEADS INCLUDING BEADS "]
[]
[null,"Clear safety float glass "]
[]
[1,"6,38 mm Laminated safety glass with rubber seals and bead throughout and (AAAMSA AND SANS COMPLIANCE).","m2",14]
[]
[]
[]
[null,"SECTION NO. 20"]
[]
[null,"BILL NO. 2"]
[]
[null,"GLAZING - TV PARKADE LIFT (CPAP Work Group No. 150 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Float glass"]
[]
[null,"The term \"float glass\" is used for monolithic annealed glass "]
[]
[null,"Laminated glass"]
[]
[null,"Laminated glass to have polyvinyl butyral (PVB) interlayer(s)"]
[]
[null,"GLAZING TO ALUMINIUM WITH CLIP ON BEADS INCLUDING BEADS "]
[]
[null,"Clear safety float glass "]
[]
[1,"6,38 mm Laminated safety glass with rubber seals and bead throughout and (AAAMSA AND SANS COMPLIANCE).","m2",249]
[]
[]
[]
[null,"SECTION NO. 20"]
[]
[null,"BILL NO. 3"]
[]
[null,"GLAZING - GSM LIFT (CPAP Work Group No. 150 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Float glass"]
[]
[null,"The term \"float glass\" is used for monolithic annealed glass "]
[]
[null,"Laminated glass"]
[]
[null,"Laminated glass to have polyvinyl butyral (PVB) interlayer(s)"]
[]
[null,"GLAZING TO ALUMINIUM WITH CLIP ON BEADS INCLUDING BEADS "]
[]
[null,"Clear safety float glass "]
[]
[1,"6,38 mm Laminated safety glass with rubber seals and bead throughout and (AAAMSA AND SANS COMPLIANCE).","m2",55]
[]
[]
[]
[null,"SECTION NO. 20"]
[]
[null,"BILL NO. 4"]
[]
[null,"GLAZING - HENLEY TV FACILITIES LIFT (CPAP Work Group No. 150 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Float glass"]
[]
[null,"The term \"float glass\" is used for monolithic annealed glass "]
[]
[null,"Laminated glass"]
[]
[null,"Laminated glass to have polyvinyl butyral (PVB) interlayer(s)"]
[]
[null,"GLAZING TO STEEL WITH PUTTY"]
[]
[null,"2 Hour fire rated 6mm Pyran S Glass "]
[]
[1,"To 3040 x 2125mm Steel door frames","m2",24]
[]
[null,"Clear float glass "]
[]
[2,"4mm Glass in panes exceeding 0,1m2 and not exceeding 0,5m2 to steel window frames","m2",100]
[]
[null,"6mm Frosted matte obscure glass"]
[]
[3,"Panes exceeding 0,1m² and not exceeding 0,5m²","m2",100]
[]
[null,"GLAZING TO WOOD WITH PUTTY"]
[]
[null,"Normal strength (NS) clear laminated safety glass"]
[]
[4,"6,5mm Panes exceeding 0,1m² and not exceeding 0,5m²","m2",100]
[]
[]
[]
[null,"SECTION NO. 20"]
[]
[null,"BILL NO. 5"]
[]
[null,"GLAZING - HENLEY TV FACILITIES LIFT (CPAP Work Group No. 150 Unless Otherwise Stated)"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Float glass"]
[]
[null,"The term \"float glass\" is used for monolithic annealed glass "]
[]
[null,"Laminated glass"]
[]
[null,"Laminated glass to have polyvinyl butyral (PVB) interlayer(s)"]
[]
[null,"GLAZING TO STEEL WITH PUTTY"]
[]
[null,"2 Hour fire rated 6mm Pyran S Glass "]
[]
[1,"To 3040 x 2125mm Steel door frames","m2",143]
[]
[2,"To 2896 x 2125mm Steel door frames","m2",131]
[]
[3,"To 1990 x 2125mm Steel door frames","m2",30]
[]
[4,"To 1896 x 2125mm Steel door frames","m2",28]
[]
[]
[]
[null,"GLAZING - TVOB LIFT","Page",427]
[]
[null,"GLAZING - TV PARKADE LIFT","Page",428]
[]
[null,"GLAZING - GSM LIFT","Page",429]
[]
[null,"GLAZING - HENLEY TV FACILITIES","Page",430]
[]
[null,"GLAZING - RADIOPARK","Page",431]
[]
[null,"SECTION NO. 21"]
[]
[null,"BILL NO. 1"]
[]
[null,"PAINT WORK - RENAISSANCE LIFT (CPAP Work Group No. 152 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PREPARATORY WORK TO EXISTING WORK"]
[]
[null,"Previously painted plastered surfaces"]
[]
[null,"Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed and cracks shall be opened, filled with a suitable filler and finished smooth"]
[]
[null,"ON CONCRETE "]
[]
[null,"Vuka Lux or similar approved epoxy finish applied as per manufacturers strict application instructions   "]
[]
[1,"On floors, walls etc ","m2",12]
[]
[]
[]
[null,"SECTION NO. 21"]
[]
[null,"BILL NO. 2"]
[]
[null,"PAINT WORK - TV PARKADE LIFT (CPAP Work Group No. 152 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PREPARATORY WORK TO EXISTING WORK"]
[]
[null,"Previously painted plastered surfaces"]
[]
[null,"Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed and cracks shall be opened, filled with a suitable filler and finished smooth"]
[]
[null,"PAINTWORK, ETC TO PREVIOUSLY PAINTED WORK"]
[]
[null,"ON INTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[1,"Walls","m2",100]
[]
[null,"One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on"]
[]
[2,"Ceiling and beams","m2",100]
[]
[null,"ON EXTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"One coat alkali resistant primer and two coats extremely durable UV-resistant washable pure acrylic emulsion sheen paint with teflon"]
[]
[3,"Walls","m2",100]
[]
[null,"ON METAL SURFACES"]
[]
[null,"One coat alkyd based zinc phosphate primer and two coats premium quality polyurethane paint, on steel"]
[]
[4,"Gates, grilles, burglar screens, balustrades, etc. (both side measured over the full flat area)","m2",50]
[]
[5,"Windows with burglar bars","m2",50]
[]
[null,"FINISH ON NEW WORK"]
[]
[null,"ON INTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[6,"Walls","m2",100]
[]
[null,"ON EXTERNAL WORK"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[7,"On walls","m2",50]
[]
[null,"ON CONCRETE "]
[]
[null,"Vuka Lux or similar approved epoxy finish applied as per manufacturers strict application instructions   "]
[]
[8,"On floors, walls etc ","m2",100]
[]
[]
[]
[null,"SECTION NO. 21"]
[]
[null,"BILL NO. 3"]
[]
[null,"PAINT WORK - GSM LIFT (CPAP Work Group No. 152 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PREPARATORY WORK TO EXISTING WORK"]
[]
[null,"Previously painted plastered surfaces"]
[]
[null,"Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed and cracks shall be opened, filled with a suitable filler and finished smooth"]
[]
[null,"PAINTWORK, ETC TO PREVIOUSLY PAINTED WORK"]
[]
[null,"ON INTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[1,"Walls","m2",50]
[]
[null,"One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on"]
[]
[2,"Ceiling and beams","m2",50]
[]
[null,"ON EXTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"One coat alkali resistant primer and two coats extremely durable UV-resistant washable pure acrylic emulsion sheen paint with tefton"]
[]
[3,"Walls","m2",50]
[]
[null,"ON METAL SURFACES"]
[]
[null,"One coat alkyd based zinc phosphate primer and two coats premium quality polyurethane paint, on steel"]
[]
[4,"Gates, grilles, burglar screens, balustrades, etc. (both side measured over the full flat area)","m2",50]
[]
[5,"Windows with burglar bars","m2",50]
[]
[null,"FINISH ON NEW WORK"]
[]
[null,"ON INTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[6,"Walls","m2",26]
[]
[null,"ON EXTERNAL WORK"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[7,"On walls","m2",50]
[]
[null,"ON CONCRETE "]
[]
[null,"Vuka Lux or similar approved epoxy finish applied as per manufacturers strict application instructions   "]
[]
[8,"On floors, walls etc ","m2",386]
[]
[]
[]
[null,"SECTION NO. 21"]
[]
[null,"BILL NO. 4"]
[]
[null,"PAINT WORK - HENLEY TV FACILITIES (CPAP Work Group No. 152 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PREPARATORY WORK TO EXISTING WORK"]
[]
[null,"Previously painted plastered surfaces"]
[]
[null,"Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed and cracks shall be opened, filled with a suitable filler and finished smooth"]
[]
[null,"PAINTWORK, ETC TO PREVIOUSLY PAINTED WORK"]
[]
[null,"ON INTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[1,"Walls","m2",2112]
[]
[null,"One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on"]
[]
[2,"Ceiling and beams","m2",50]
[]
[null,"ON EXTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"One coat alkali resistant primer and two coats extremely durable UV-resistant washable pure acrylic emulsion sheen paint with tefton"]
[]
[3,"Walls","m2",2005]
[]
[null,"ON METAL SURFACES"]
[]
[null,"One coat alkyd based zinc phosphate primer and two coats premium quality polyurethane paint, on steel"]
[]
[4,"Gates, grilles, burglar screens, balustrades, etc. (both side measured over the full flat area)","m2",250]
[]
[5,"Windows with burglar bars","m2",200]
[]
[null,"ON WOOD SURFACES"]
[]
[null,"Three coats superior quality clear gloss varnish"]
[]
[6,"Doors","m2",1000]
[]
[7,"Door frames, etc","m2",500]
[]
[null,"Three coats polyurethane suede varnish on"]
[]
[8,"Skirtings, rails, etc not exceeding 300mm girth","m",100]
[]
[]
[]
[null,"SECTION NO. 21"]
[]
[null,"BILL NO. 5"]
[]
[null,"PAINT WORK - RADIOPARK (CPAP Work Group No. 152 Unless Otherwise Stated)"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PREPARATORY WORK TO EXISTING WORK"]
[]
[null,"Previously painted plastered surfaces"]
[]
[null,"Surfaces shall be thoroughly washed down and allowed to dry completely before any paint is applied. Blistered or peeling paint shall be completely removed and cracks shall be opened, filled with a suitable filler and finished smooth"]
[]
[null,"PAINTWORK, ETC TO PREVIOUSLY PAINTED WORK"]
[]
[null,"ON INTERNAL FLOATED PLASTER SURFACES"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use"]
[]
[1,"Paint to lobby walls","m2",3309]
[]
[2,"Paint to existing concrete soffits (Level K3,K2 Node,D1,D2)","m2",115]
[]
[3,"Paint to lobby floor (Level 01)","m2",25]
[]
[4,"Paint to lobby floors (Level D2)","m2",25]
[]
[5,"Paint to soffits of entrance walkways (node link)","m2",35]
[]
[null,"ON METAL SURFACES"]
[]
[null,"One coat alkyd based zinc phosphate primer and two coats premium quality polyurethane paint, on steel"]
[]
[6,"Hand rails, grilles, burglar screens, balustrades, etc. (both side measured over the full flat area)","m",350]
[]
[null,"One coat matt paint to natural anodised/powder coating "]
[]
[7,"Paint to steel structure support for aluminium shopfront windows","SUM",1,{"v":100000,"d":"R100,000.00"},{"$f":"D8135*E8135","v":{"v":100000,"d":"R100,000.00"}}]
[]
[]
[]
[null,"PAINTWORK - RENAISSANCE LIFT","Page",433]
[]
[null,"PAINTWORK - TV PARKADE LIFT","Page",436]
[]
[null,"PAINTWORK - GSM LIFT","Page",439]
[]
[null,"PAINTWORK - HENLEY TV FACILITIES","Page",442]
[]
[null,"PAINTWORK - RADIOPARK","Page",445]
[]
[null,"SECTION NO. 22"]
[]
[null,"BILL NO. 1"]
[]
[null,"EXTERNAL WORKS - TV PARKADE LIFT"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Landscaping specification"]
[]
[null,"Refer to the landscape architect's specification annexed to these bills of quantities which is supplementary to and shall take precedence over the \"Model Preambles for Trades\""]
[]
[null,"ROADWORK AND PAVING"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Testing of material and filling"]
[]
[null,"Descriptions of earth filling, compaction, etc shall be deemed to include for all necessary testing required in accordance with the SABS 1200 series"]
[]
[null,"Precast concrete block road surfacing"]
[]
[null,"Paving shall be laid in accordance with SABS 1200 MJ,  SANS 1058 and the Concrete Masonry Association's specifications"]
[]
[null,"Paving shall be laid to herringbone pattern on 20mm thick (thickness after final compaction) clean river sand (preparation of ground or filling elsewhere)"]
[]
[null,"Clean sand shall be swept into joints between roadstones at completion"]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for landscaping"]
[]
[1,"Allow Budgetary allowance of R250 000 (Two Hundred and Fifty Thousand Rand Only) for landscaping, to be used at the discretion of the Principal Agent when necessary.","Item",1,{"v":250000,"d":"R250,000.00"},{"$f":"D8181*E8181","v":{"v":250000,"d":"R250,000.00"}}]
[]
[]
[]
[null,"SECTION NO. 22"]
[]
[null,"BILL NO. 2"]
[]
[null,"EXTERNAL WORKS - TVOB LIFT"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Landscaping specification"]
[]
[null,"Refer to the landscape architect's specification annexed to these bills of quantities which is supplementary to and shall take precedence over the \"Model Preambles for Trades\""]
[]
[null,"ROADWORK AND PAVING"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Testing of material and filling"]
[]
[null,"Descriptions of earth filling, compaction, etc shall be deemed to include for all necessary testing required in accordance with the SABS 1200 series"]
[]
[null,"Precast concrete block road surfacing"]
[]
[null,"Paving shall be laid in accordance with SABS 1200 MJ,  SANS 1058 and the Concrete Masonry Association's specifications"]
[]
[null,"Paving shall be laid to herringbone pattern on 20mm thick (thickness after final compaction) clean river sand (preparation of ground or filling elsewhere)"]
[]
[null,"Clean sand shall be swept into joints between roadstones at completion"]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for paving"]
[]
[1,"Allow Budgetary allowance of R250 000 (Two Hundred and Fifty Thousand Rand Only) for external paving","Item",0]
[]
[]
[]
[null,"SECTION NO. 22"]
[]
[null,"BILL NO. 3"]
[]
[null,"EXTERNAL WORKS - RADIOPARK"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Landscaping specification"]
[]
[null,"Refer to the landscape architect's specification annexed to these bills of quantities which is supplementary to and shall take precedence over the \"Model Preambles for Trades\""]
[]
[null,"ROADWORK AND PAVING"]
[]
[null,"SUPPLEMENTARY PREAMBLES"]
[]
[null,"Testing of material and filling"]
[]
[null,"Descriptions of earth filling, compaction, etc shall be deemed to include for all necessary testing required in accordance with the SABS 1200 series"]
[]
[null,"Precast concrete block road surfacing"]
[]
[null,"Paving shall be laid in accordance with SABS 1200 MJ,  SANS 1058 and the Concrete Masonry Association's specifications"]
[]
[null,"Paving shall be laid to herringbone pattern on 20mm thick (thickness after final compaction) clean river sand (preparation of ground or filling elsewhere)"]
[]
[null,"Clean sand shall be swept into joints between roadstones at completion"]
[]
[null,"BUDGETARY ALLOWANCE"]
[]
[null,"Allowance for paving"]
[]
[1,"Allow Budgetary allowance of R250 000 (Two Hundred and Fifty Thousand Rand Only) for external paving, to be used at the discretion of the Principal Agent when necessary.","Item",1,250000,{"$f":"D8253*E8253","v":{"v":250000,"d":"R250,000.00"}}]
[]
[]
[]
[null,"EXTERNAL WORKS - TV PARKADE LIFT","Page",438]
[]
[null,"EXTERNAL WORKS - TVOB LIFT","Page",439]
[]
[null,"EXTERNAL WORKS - RADIOPARK","Page",442]
[]
[null,"PRELIMINARIES","Page",52]
[]
[null,"ALTERATIONS","Page",98]
[]
[null,"EARTHWORKS","Page",117]
[]
[null,"GROUND ANCHORING","Page",127]
[]
[null,"CONCRETE, FORMWORKS AND REINFORCEMENT","Page",155]
[]
[null,"MASONRY","Page",172]
[]
[null,"WATERPROOFING","Page",184]
[]
[null,"ROOF COVERINGS, CLADDING, ETC","Page",189]
[]
[null,"CARPENTRY AND JOINERY","Page",205]
[]
[null,"CEILING, PARTITION AND ACCESS FLOORING","Page",229]
[]
[null,"FLOOR COVERINGS","Page",239]
[]
[null,"IRONMONGERY","Page",244]
[]
[null,"STRUCTURAL STEELWORK","Page",260]
[]
[null,"METALWORK","Page",290]
[]
[null,"PLASTERING","Page",311]
[]
[null,"TILING","Page",321]
[]
[null,"PLUMBING AND DRAINAGE","Page",328]
[]
[null,"ELECTRICAL WORK","Page",396]
[]
[null,"MECHANICAL WORK","Page",415]
[]
[null,"GLAZING","Page",421]
[]
[null,"PAINT WORK","Page",435]
[]
[null,"EXTERNAL WORKS","Page",443]
[]
[null,"Sub Total","ST",0]
[]
[]
[null,"Contingency at 3%","%",{"v":0.03,"d":"3%"}]
[]
[null,"The sum of R2 500 000,00 (Two Million Five Hundred Thousand Rand Only) for Escalation was certified at the discretion of the Representative/Agent and deducted in part were required and attached as annexed to Final Account ","Item",1]
[]
[null,"Sub Total","ST",0]
[]
[null,"Tax","TAX",{"v":0.15,"d":"15%"}]
[null,"RATE#"]