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["LINGELETHU PRIMARY SCHOOL"]
[]
["ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[null,"SECTION NO. 1","H1","0.0"]
[]
[null,"BILL NO. 1","H1","0.0"]
[]
[null,"PRELIMINARIES","H1","0.0"]
[]
[null,"MEANING OF TERMS \"TENDER / TENDERER\"","H1","0.0"]
[]
[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,"0.0"]
[]
[null,"PRELIMINARIES",null,"0.0"]
[]
[null,"The JBCC Principal Building Agreement Edition 4.1 Code 2101, March 2005 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,"0.0"]
[]
[null,"PRICING OF PRELIMINARIES",null,"0.0"]
[]
[null,"Should Option A, as set out in clause B10.3.1 hereinafter be used for the adjusment 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,"0.0"]
[]
[null,"Items not priced in these Preliminaries shall be deemed to be included elsewhere in these Bills of Quantities",null,"0.0"]
[]
[null,"SECTION A: JBCC PRINCIPAL BUILDING AGREEMENT",null,"0.0"]
[]
[null,"DEFINITIONS",null,"0.0"]
[]
[null,"A1.0 DEFINITIONS AND INTERPRETATION",null,null,"0.0"]
[]
[null,"Clause 1.0 Clause",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Commencement Date\" is added:",null,"0.0"]
[]
[null,"'COMMENCEMENT DATE\" means the date that the agreement, made in terms of the Form of Offer and Acceptance, comes into effect",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Construction Guarantee\" is amended by replacing it with the following:",null,"0.0"]
[]
[null,"CONSTRUCTION GUARANTEE means a guarantee at call obtained by the contractor from an institution approved by the employer in terms of the employer's construction guarantee form as selected in the schedule",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Construction Period\" is amended by replacing it with the following:",null,"0.0"]
[]
[null,"CONSTRUCTION PERIOD means the period commencing on the commencement date and ending on the date of practical completion",null,"0.0"]
[]
[null,"Clause 1.1 Definition of 'Corrupt Practice\" is added:",null,"0.0"]
[]
[null,"CORRUPT PRACTICE means the offering, giving, receiving or soliciting of anything of value to influence the action of a public official in the procurement process or in contract execution.",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Fraudulent Practice\" is added:",null,"0.0"]
[]
[null,"FRAUDULENT PRACTICE means a misrepresentation of facts in order to influence a procurement process or the execution of a contract to the detriment of any tenderer and includes collusive practice among tenderers (prior to or after the tender submission) designed to establish tender prices at artificial non-competitive levels and to deprive the tenderer of the benefits of free and open competition",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Interest\" is amended by replacing it with the following:",null,"0.0"]
[]
[null,"INTEREST means the interest rates applicable on this contract, whether specifically indicated in the relevant clauses or not, will be the rate as determined by the Minister of Finance, from time to time, in terms of section 80 (1) (b) of the Public Finance Management Act, 1999 (Act No.1 of 1999)",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Principal Agent\" is amended by replacing it with the following:",null,"0.0"]
[]
[null,"PRINCIPAL AGENT means the person or entity appointed by the employer and named in the schedule. In the event of a principal agent not being appointed, then all the duties and obligations of a principal agent as detailed in the agreement shall be fulfilled by a representative of the employer as named in the schedule",null,"0.0"]
[]
[null,"Clause 1.1 Definition of \"Security\" is amended by replacing it with the following:",null,"0.0"]
[]
[null,"SECURITY means the form of security provided by the employer or contractor, as stated in the schedule, from which the contractor or employer may recover expense or loss",null,"0.0"]
[]
[null,"Clause 1.6 is amended by replacing the words \"prepaid registered post, telefax or e-mail\" with \"prepaid registered post or telefax\"",null,"0.0"]
[]
[null,"Clause 1.6.4 is amended by replacing it with the following:",null,"0.0"]
[]
[null,"No clause",null,"0.0"]
[]
[1,"Fixed:_____Value related:_______ Time Related:______","Item","0.00"]
[]
[null,"OBJECTIVE AND PREPARATION",null,"0.0"]
[]
[null,"A2.0 OFFER, ACCEPTANCE AND PERFORMANCE",null,null,"0.0"]
[]
[null,"Clause 2.0",null,"0.0"]
[]
[2,"Fixed:_____ Value Related:_______ Time Related:______","Item","0.00"]
[]
[null,"A3.0 DOCUMENTS",null,null,"0.0"]
[]
[null,"Clause 3.0",null,"0.0"]
[]
[null,"Clause 3.2.1 is amended by replacing \"14.1\" with \"14.0\"",null,"0.0"]
[]
[null,"Clause 3.7 is amended by the addition of the following:",null,"0.0"]
[]
[null,"   “The contractor shall keep a copy of all drawings, schedules, unpriced bills of quantities/lump sum document, contract instructions, 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,"0.0"]
[]
[3,"Clause 3.10 is amended by replacing the second reference to \"principal agent\" with the word \"employer\"","Item","0.00"]
[]
[4,"Fixed:______Value Related:________Time Related_______","Item","0.00"]
[]
[null,"A4.0 DESIGN RESPONSIBILITY",null,null,"0.0"]
[]
[null,"Clause 4.0",null,"0.0"]
[]
[5,"Clause 4.3 is amended by replacing it with the following:","Item","0.00"]
[]
[6,"No clause","Item","0.00"]
[]
[7,"Fixed_______ Value Related______Time Related________","Item","0.00"]
[]
[null,"A5.0 EMPLOYER'S AGENTS",null,null,"0.0"]
[]
[null,"Clause 5.0",null,"0.0"]
[]
[null,"Clause 5.1.2 is amended to include clauses 32.6.3, 34.3, 34.4 and 38.5.8",null,"0.0"]
[]
[8,"Fixed_______Value Related_______Time Related_______","Item","0.00"]
[]
[null,"A6.0 SITE REPRESENTATIVE",null,null,"0.0"]
[]
[null,"Clause 6.0",null,"0.0"]
[]
[9,"Fixed_______Value Related_______Time Related______","Item","0.00"]
[]
[null,"A7.0 COMPLIANCE WITH REGULATIONS",null,null,"0.0"]
[]
[null,"Clause 7.0",null,"0.0"]
[]
[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,"0.0"]
[]
[10,"Fixed_____ Value Related_______Time Related______","Item","0.00"]
[]
[null,"A8.0 WORKS RISK"]
[]
[null,"Clause 8.0"]
[]
[11,"Fixed______ Value Related______ Time Related_____","Item"]
[]
[null,"A9.0 INDEMINITIES"]
[]
[null,"Clause 9.0"]
[]
[12,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A10.0 WORKS INSURANCES"]
[]
[null,"Clause 10.0"]
[]
[null,"Clause 10.0 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 employer shall carry the risk of damage to or destruction of the works and materials paid for by the employer that is the result of the excepted risks as set out in 10.6"]
[]
[null,"(d) Where the employer bears the risk in terms of this contract, 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 be liable for and hereby indemnifies the employer against any 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,arising out of or in the course of or by reason of the execution of the works unless due to any act or negligence of any person for whose actions the employer is legally liable"]
[]
[null,"(c) 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,"(d ) 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,"(e )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,"(f) 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."]
[]
[13,"Fixed________Related______Time Related_____","Item"]
[]
[null,"A11.0 LIABILITY INSURANCES"]
[]
[null,"Clause 11.0"]
[]
[14,"Fixed_______Value Related______Time Related______","Item"]
[]
[null,"A12.0 EFFECTING INSURANCES"]
[]
[null,"Clause 12.0"]
[]
[15,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A13.0 No clause"]
[]
[null,"A14.0 SECURITY"]
[]
[null,"Clause 14.0"]
[]
[null,"Clause 14.1 - 14.8 are amended by replacing them with the following:"]
[]
[null,"14.1 In respect of contracts with a contract sum up to R1 million, the security to be provided by the contractor to the employer will be as a payment reduction of five per cent (5%) of the value certified in the payment certificate (excluding VAT)"]
[]
[null,"14.1.1 The payment reduction of the value certified in payment certificate shall be mutatis mutandi in terms of 31.8(A)"]
[]
[null,"14.1.2 The employer shall be entitled to recover expense and loss from the payment reduction in terms of 33.0 provided that the employer complies with the provisions of 33.4 in which event the employer's entitlement shall take precedence over his obligations to refund the payment reduction security or portions thereof to the contractor"]
[]
[null,"14.2 In respect of contracts with a contract sum above R1 million, the contractor shall have the right to select the security to be provided in terms of 14.3, 14.4, 14.5, 14.6, or 14.7 as stated in the schedule. Such security shall be provided to the employer within twenty-one (21) calendar days from the commencement date. should the contractor fail to select the security to be provided or should the contractor fail to provide the employer with the selected security within twenty-one (21) calendar days from commencement date, the security in terms of 14.7 shall be deemed to have been selected."]
[]
[null,"14.3 Where security as a cash deposit of ten per cent (10%) of the contract sum (excluding VAT) has been selected"]
[]
[null,"14.3.1 The contractor shall furnish the employer with a cash deposit equal in value to ten per cent (10%) of the contract sum (excluding VAT) within twenty-one (21) calendar days from commencement date"]
[]
[null,"14.3.2 Within twenty-one (21) calendar days of the date of practical completion of the works the employer shall reduce the cash deposit to an amount equal to three per cent (3%) of the contract value (excluding VAT), and refund the balance to the contractor."]
[]
[null,"14.3.3 Within twenty-one (21) calendar days of the date of final completion of the works the employer shall reduce the cash deposit to an amount equal to one per cent (1%) of the contract value (excluding VAT) and refund the balance to the contractor."]
[]
[null,"14.3.4 On the date of payment of the amount in the final payment certificate, the employer shall refund the remainder of the cash deposit to the contractor"]
[]
[null,"14.3.5 The employer shall be entitled to recover expense and loss from the cash deposit in terms of 33.0 provided that the employer complies with the provisions of 33.4 in which event the employer's entitlement shall take precedence over his obligations to refund the cash deposit security or portions thereof of the contractor."]
[]
[null,"14.3.6 The parties expressly agree that neither the employer nor the contractor shall be entitled to cede the rights to the deposit to any third party."]
[]
[null,"14.4 Where security as a variable construction guarantee of ten percent (10%) of the contract sum (excluding VAT) has been selected:"]
[]
[null,"14.4.1 The contractor shall furnish the employer with an acceptable variable construction guarantee equal in value to ten per cent (10%) of the contract sum (excluding VAT) within twenty-one (21) calendar days from commencement date."]
[]
[null,"14.4.2 The variable construction guarantee shall reduce and expire in terms of the Variable Construction Guarantee form included in the invitation to tender."]
[]
[null,"14.4.3 The employer shall return the variable construction guarantee to the contractor within fourteen (14) calendar days of it expiring."]
[]
[null,"14.4.4 Where the employer has a right of recovery against the contractor in terms of 33.0, the employer shall issue a written demand in terms of the variable construction guarantee."]
[]
[null,"14.5 Where security as a fixed construction guarantee of five percent (5%) of the contract sum (excluding VAT) and a five per cent (5%) payment reduction of the value certified in the payment certificate (excluding VAT) has been selected:"]
[]
[null,"14.5.1 The contractor shall furnish a fixed construction guarantee to the employer equal in value to five per cent (5%) of the contract sum (excluding VAT)"]
[]
[null,"14.5.2 The fixed construction guarantee shall come into force on the date of issue and shall expire on the date of the last certificate of practical completion."]
[]
[null,"14.5.3 The employer shall return the fixed construction guarantee to the contractor within fourteen (14) calendar days of it expiring."]
[]
[null,"14.5.4 The payment reduction of the value certified in a payment certificate shall be in terms of 31.8 (A) and 34.8"]
[]
[null,"14.5.5 Where the employer has the right of recovery against the contractor in terms of 33.0, the employer shall be entitled to issue a written demand in terms of the fixed construction guarantee or may recover from the payment reduction or may do both."]
[]
[null,"14.6 Where security as a cash deposit of five per cent (5%) of the contract sum (excluding VAT) and a payment reduction of five per cent (5%) of the value certified in the payment certificate (excluding VAT) has been selected:"]
[]
[null,"14.6.1 The contractor shall furnish the employer with a cash deposit equal in the value to five per cent (5%) of the contract sum (excluding VAT) within twenty-one (21) calendar days from commencement date."]
[]
[null,"14.6.2 Within twenty-one (21) calendar days of the date of practical completion of the works the employer shall refund the cash deposit in total to the contractor."]
[]
[null,"14.6.3 The payment reduction of the value certified in a payment certificate shall be mutatis mutandi in terms of 31.8(A)"]
[]
[null,"14.6.4 Where the employer has the right of recovery against the contractor in terms of 33.0, the employer may issue a written notice in terms of 33.4 or may recover from the payment reduction or may do both."]
[]
[null,"14.7 Where security as a payment reduction of ten per cent (10%)of the value certified in the payment certificate (excluding VAT) has been selected:"]
[]
[null,"14.7.1 The payment reduction of the value certified in a payment certificate shall be mutatis mutandi in terms of 31.8(B)"]
[]
[null,"14.7.2 The employer shall be entitled to recover expense and loss from the payment reduction in terms of 33.0 provided that the employer complies with the provisions of 33.4 in which event the employer's entitlement shall take precedence over his obligations to refund the payment reduction or portions thereof to the contractor."]
[]
[null,"14.8 Payments made by the guarantor to the employer in terms of the fixed or variable construction guarantee shall not prejudice the rights of the employer or contractor in terms of this agreement"]
[]
[16,"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,"No clause"]
[]
[null,"Clause 15.1.2 is amended by replacing it with:"]
[]
[null,"The security selected in terms of 14.0"]
[]
[null,"Clause 15.1 amended by the addition of the folllowing clause:"]
[]
[null,"15.1.4 An acceptable health and safety plan, required in terms of the Occupational Health and Safety Act, 1993 (Act 85 of 1993), within twenty-one (21) calendar days of commencement date."]
[]
[null,"Clause 15.2.1 is amended by replacing it with the following clause:"]
[]
[null,"Give the contractor possession of the site within ten (10) working days of the contractor complying with the terms of 15.1.4"]
[]
[17,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A16.0 ACCESS TO THE WORKS"]
[]
[null,"Clause 16.0"]
[]
[18,"Fixed_______Value Related______Time Related________","Item"]
[]
[null,"A17.0 CONTRACT INSTRUCTIONS"]
[]
[null,"Clause 17.0"]
[]
[null,"Clause 17.1.11 is amended by deleting the words \"and the appointment of nominated and selected subcontractors\""]
[]
[19,"Fixed________Value Related_______Time Related________","Item"]
[]
[null,"A18.0 SETTING OUT OF THE WORKS"]
[]
[null,"Clause 18.0"]
[]
[20,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A19.0 ASSIGNMENT"]
[]
[null,"Clause 19.0"]
[]
[21,"Fixed________Value Related______Time Related________","Item"]
[]
[null,"A20.0 NOMINATED SUB-CONTRACTORS"]
[]
[null,"Clause 20.0"]
[]
[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"]
[]
[22,"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"]
[]
[23,"Fixed_______Value Related_________Time Related_______","Item"]
[]
[null,"A22.0 EMPLOYERS DIRECT CONTRACTORS"]
[]
[null,"Clause 22.0"]
[]
[24,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A23.0 CONTRACTOR'S DOMESTIC SUBCONTRACTORS"]
[]
[null,"Clause 23.0"]
[]
[25,"Fixed________Value Related_______Time Related_______","Item"]
[]
[null,"COMPLETION"]
[]
[null,"A24.0 PRACTICAL COMPLETION"]
[]
[null,"Clause 24.0"]
[]
[26,"Fixed_______Value Related_______Time Related_________","Item"]
[]
[null,"A25.0 WORKS COMPLETION"]
[]
[null,"Clause 25.0"]
[]
[27,"Fixed_______Value Related_______Time Related_________","Item"]
[]
[null,"A26.0 FINAL COMPLETION"]
[]
[null,"Clause 26.0"]
[]
[null,"Clause 26.1.2 is amended by inserting \"#\" next to 26.1.2"]
[]
[28,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A27.0 LATENT DEFECTS LIABILITY PERIOD"]
[]
[29,"Clause 27.0","Item"]
[]
[30,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"A28.0 SECTIONAL COMPLETION"]
[]
[31,"Clause 28.0","Item"]
[]
[32,"Fixed_____Value Related______Time Related__________","Item"]
[]
[null,"A29.0 REVISION OF DATE FOR PRACTICAL COMPLETION"]
[]
[null,"Clause 29.0"]
[]
[33,"Clause 29.2.5 is amended by replacing it with:","Item"]
[]
[34,"No clause","Item"]
[]
[35,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A30.0 PENALTY FOR NON-COMPLETION"]
[]
[null,"Clause 30.0  R6 800 per calendar "]
[]
[36,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"PAYMENT"]
[]
[null,"A31.0 INTERIM PAYMENT TO THE CONTRACTOR"]
[]
[null,"Clause 31.0"]
[]
[null,"Clause 31.5.2 is amended by replacing \"14.7.1\" with \"14.0\""]
[]
[null,"Clause 31.8 is amended by replacing it with the following two alternative clauses:"]
[]
[null,"Alternative A"]
[]
[null,"31.8(A) Where a security is selected in terms of 14.1; 14.5 or 14.6, 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(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,"Clause31.12 is amended by deleting the following: "]
[]
[null,"Payment shall be subject to the employer giving the contractor a tax invoice for the amount due"]
[]
[37,"Fixed_____Value Related______Time Related_______","Item"]
[]
[null,"A32.0 ADJUSTMENT TO THE CONTRACT VALUE"]
[]
[38,"Clause 32.0","Item"]
[]
[39,"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:","Item"]
[]
[40,"due to no fault of the contractor","Item"]
[]
[41,"Fixed______Value Related_______Time Related________","Item"]
[]
[null,"A33.0"]
[]
[42,"Clause 34.0","Item"]
[]
[43,"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\""]
[]
[44,"Fixed______Value Related______Time Related________","Item"]
[]
[null,"A35.0 PAYMENT TO OTHER PARTIES"]
[]
[null,"Clause 35.0"]
[]
[45,"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"]
[]
[46,"Fixed_______Value Related________Time Related______","Item"]
[]
[null,"A37.0 CANCELLATION BY EMPLOYER LOSS AND DAMAGE"]
[]
[null,"Clause 37.0"]
[]
[null,"Clause 37.3.5 is amended by replacing \"ninety (90)\" with \"one-hundred and twenty (120)\""]
[]
[null,"Clause 37.0 is amended by the addition of the following clause:"]
[]
[null,"37.5 Notwithstanding 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 withdraw from the works on the grounds of any lien or right of retention or on the grounds of any other right whatsoever"]
[]
[47,"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,"Clause 38.0 is amended by the addition of the following clause:"]
[]
[null,"38.7 Notwithstanding 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 withdraw from the works on the grounds of any lien or right of retention or on the grounds of any other right whatsoever"]
[]
[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\""]
[]
[48,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"DISPUTE"]
[]
[null,"A40.0 DISPUTE SETTLEMENT"]
[]
[null,"Clause 40.0"]
[]
[null,"Clause 40.2.2 is amended by replacing \"one (1) year\" with \"three (3) years\""]
[]
[null,"Clause 40.6 is amended by removing the reference to: No Clause"]
[]
[null,"Clause 40.7.1 is amended by replacing \"(10)\" with \"(15)\" and by the addition of the following:  Whether or not mediation resolves the dispute, the parties shall bear their own costs concerning the mediation and equally share the costs of the mediator and related costs"]
[]
[49,"Fixed_______Value Related_______Time Related_______","Item"]
[]
[null,"SUBSTITUTE PROVISIONS"]
[]
[null,"A41.0 STATE CLAUSES"]
[]
[null,"Clause 41.0"]
[]
[50,"Fixed________Value Related______Time Related________","Item"]
[]
[null,"CONTRACT DATA"]
[]
[null,"A42.0 PRE-TENDER INFORMATION"]
[]
[51,"Fixed________Value Related______Time Related________","Item"]
[]
[null,"Clause 42.1 CONTRACTING AND OTHER PARTIES"]
[]
[null,"42.1.1Employer: Development Bank of Southern Africa1258 Lever Road,Headway Hill,Midrand,1685"]
[]
[null,"42.1.2Principal Agent: N/A"]
[]
[null,"Clause 42.2 CONTRACT DETAILS"]
[]
[null,"42.2.1 Works Description  Repairs and Renovations, Upgrading And Alterations to the Lingelethu Primary School"]
[]
[null,"42.2.2 Site Description  Lingelethu Primary School KwaZulu Natal  GPS Coordinates:30° 10′ 29.399″ S, 30° 10′ 48.781″ E"]
[]
[null,"42.2.3 Work or installations by others              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    R6 800 / calender day  Date     The date for practical completion is Eight (8) months after 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 3,500 000.00 per event  "]
[]
[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 JBCC 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"]
[]
[52,"Fixed______Value Related______Time Related_________","Item"]
[]
[null,"B2.0    DOCUMENTS"]
[]
[null,"B2.1    Checking of documents"]
[]
[53,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B2.2    Provisional bills of quantities"]
[]
[54,"Fixed______ Value Related ______Time Related_____","Item"]
[]
[null,"B2.3    Availability of construction documentation"]
[]
[55,"Fixed_______ Value Related ______Time Related______","Item"]
[]
[null,"B2.4    Interests of agents"]
[]
[56,"Fixed_________Value Related ______Time Related_______","Item"]
[]
[null,"B2.5    Priced documents"]
[]
[57,"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\""]
[]
[58,"Fixed________ Value Related ______Time Related","Item"]
[]
[null,"B3.0   THE SITE"]
[]
[null,"B3.1    Defined works area"]
[]
[59,"Fixed_______ Value Related ______Time Related","Item"]
[]
[null,"B3.2    Geotechnical investigation"]
[]
[60,"Fixed______Value Related ________Time Related_______","Item"]
[]
[null,"B3.3    Inspection of the site"]
[]
[61,"Fixed_______Value Related______Time Related_________","Item"]
[]
[null,"B3.4    Existing premises occupied"]
[]
[62,"Fixed______Value Related ______Time Related_______","Item"]
[]
[null,"B3.5    Previous work - dimensional accuracy  All dimensions are to be taken on site"]
[]
[63,"Fixed _____Value Related ______Time Related ________","Item"]
[]
[null,"B3.6    Previous work - defects"]
[]
[64,"Fixed _______Value Related ______Time Related_______","Item"]
[]
[null,"B3.7   Services - known"]
[]
[65,"Fixed_______Value Related ______Time Related________","Item"]
[]
[null,"B3.8   Services - unknown"]
[]
[66,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B3.9    Protection of trees "]
[]
[67,"Fixed _______Value Related ______Time Related_______","Item"]
[]
[null,"B3.10  Articles of value"]
[]
[68,"Fixed_______Value Related ______Time Related________","Item"]
[]
[null,"B3.11  Inspection of adjoining properties"]
[]
[69,"Fixed_______Value Related_______Time Related________","Item"]
[]
[null,"B4.0    MANAGEMENT OF CONTRACT"]
[]
[null,"B4.1    Management of the works"]
[]
[70,"Fixed______Value Related ______Time Related________","Item",1,null,0]
[]
[null,"B4.2    Programme for the works"]
[]
[71,"Fixed _____Value Related ______Time Related ________","Item"]
[]
[null,"B4.3    Progress meetings"]
[]
[72,"Fixed ______Value Related ______Time Related________","Item"]
[]
[null,"B4.4    Technical meetings"]
[]
[73,"Fixed______Value Related ______Time Related_________","Item"]
[]
[null,"B4.5    Labour and plants records"]
[]
[74,"Fixed_______Value Related_______Time Related_________","Item"]
[]
[null,"B5.0   SAMPLES, SHOP DRAWINGS AND MANUFACTURES' INSTRUCTIONS"]
[]
[null,"B5.1    Samples of materials"]
[]
[75,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"B5.2    Workmanship samples"]
[]
[76,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"B5.3   Shop drawings  Not withstanding the content of this clause, will the following be specific shop drawing requirements that needs to be complied with.  Specific shop drawings of routes, elevations and details required - All steel work - Roof construction - All electrical work"]
[]
[77,"Fixed______Value Related________Time Related________","Item"]
[]
[null,"B5.4    Compliance with manufacture's instructions"]
[]
[78,"Fixed______Value Related ______Time Related__________","Item"]
[]
[null,"B6.0    TEMPORARY WORKS AND PLANT"]
[]
[null,"B6.1    Deposits and fees"]
[]
[79,"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. "]
[]
[80,"Fixed______Value Related______Time Related___________","Item"]
[]
[null,"B6.3     Advertising"]
[]
[null,"Fixed______Value Related______Time Related___________"]
[]
[null,"B6.4    Plant, equipment, sheds and offices  "]
[]
[81,"Fixed_______Value Related_______Time Related________","Item"]
[]
[null,"B6.5    Main notice board"]
[]
[82,"Fixed______Value Related ______Time Related__________","Item"]
[]
[null,"B6.6    Subcontractor's notice board"]
[]
[83,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B7.0     TEMPORARY SERVICES"]
[]
[null,"B7.1   Location"]
[]
[84,"Fixed______Value Related ______Time Related_______","Item"]
[]
[null,"B7.2     Water"]
[]
[85,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B7.3     Electricity"]
[]
[86,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B7.4     Telecommunication facilities"]
[]
[87,"Fixed________Value Related_____Time Related________","Item"]
[]
[null,"B7.5     Ablution facilities"]
[]
[88,"Fixed_______Value Related_____Time Related________","Item"]
[]
[null,"B8.0     PRIME COST AMOUNTS"]
[]
[null,"B8.1     Responsibility for prime cost amounts"]
[]
[89,"Fixed______Value Related________Time Related_______","Item"]
[]
[null,"B9.0     FINANCIAL ASPECTS"]
[]
[null,"B9.1     General Attendance"]
[]
[90,"Fixed_______Value Related______Time Related_______","Item"]
[]
[null,"B9.2     Special attendance"]
[]
[91,"Fixed______Value Related ______Time Related________","Item"]
[]
[null,"B9.3 Commissioning - fuel, water and electricity"]
[]
[92,"Fixed_______Value Related ______Time Related_______","Item"]
[]
[null,"B10.0      FINANCIAL ASPECTS"]
[]
[null,"B10.1      Statutory taxes, duties and levies"]
[]
[93,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B10.2      Payment for preliminaries  Option [B] shall apply"]
[]
[94,"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\""]
[]
[95,"Fixed_______Value Related_______Time Related______","Item"]
[]
[null,"B10.4      Payment certificate cash flow"]
[]
[96,"Fixed______Value Related_______Time Related_______","Item"]
[]
[null,"B11.0    GENERAL"]
[]
[null,"B11.1    Protection of the works                   YES"]
[]
[97,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"B11.2   Protection / isolation of existing / sectionally occupied works               YES"]
[]
[98,"Fixed______Value Related_______ Time Related_______","Item"]
[]
[null,"B11.3     Security of the works"]
[]
[99,"Fixed______Value Related ______Time Related________","Item"]
[]
[null,"B11.4    Notice before covering the work"]
[]
[100,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"B11.5    Disturbance"]
[]
[101,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"B11.6     Environmental disturbance"]
[]
[102,"Fixed______Value Related______ Time Related_______","Item"]
[]
[null,"B11.7    Works cleaning and clearing"]
[]
[103,"Fixed______Value Related ______Time Related_______","Item"]
[]
[null,"B11.8     Vermin"]
[]
[104,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"B11.9    Overhand work"]
[]
[105,"Fixed______Value Related ______Time Related________","Item"]
[]
[null,"B11.10    Instruction manuals and guarantees"]
[]
[106,"Fixed______Value Related_______ Time Related_______","Item"]
[]
[null,"B11.11    As built information"]
[]
[107,"Fixed______Value Related _______Time Related_______","Item"]
[]
[null,"B11.12    Tenant installations"]
[]
[108,"Fixed______Value Related______ Time Related________","Item"]
[]
[null,"B12.0 SCHEDULE OF VARIABLES"]
[]
[null,"B12.1    Schedule of variables"]
[]
[109,"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 an existing operational court building"]
[]
[null,"12.1.5 Geotechnical investigation (3.2) Details:  Included in the tender document"]
[]
[null,"12.1.6 Existing premises occupied (3.4) Specific requirements:  Tenderers will have to liaise with Court Management 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 shall provide, maintain and remove on completion of the works an office for the exclusive use of the principal agent, minimum size 4 x 3 x 3m high internally, suitably insulated and ventilated, provided with electrical lighting and fitted with boarded floor,desk chair, drawing stool, drawing board and lock-up drawers for drawings. The office shall be kept clean and fit for use at all times"]
[]
[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), constructed of suitable boarding with flat smooth surface and with edging bead 19mm thick round outer edges and projecting 12mm from face of boarding and rounded on front edge. The board shall be securely fixed to hoarding is provided, or fixed to and including a suitable supporting structure of timber or tubular posts and braces. The board is to be painted ivory white and the bead and 12mm wide dividing lines dark green. All wording shall be inscribed in dark green as per the coat of arms for SA. All wording shall be inscribed in dark green painted sans serif lettering"]
[]
[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) YES option B (by employer - free of charge) option C (by employer - metered)"]
[]
[null,"12.1.17 Electricity[7.3] option A (by contractor) YES option B (by employer - free of charge)  option C (by employer - metered)"]
[]
[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,"12.1.19 Ablution Facilities[7.5] option A (by contractor) YES option B (by employer - free of charge) option C (by employer - metered)"]
[]
[null,"12.1.20 Protection of existing / sectionally occupied works [11.2] Protection required                N/A"]
[]
[null,"12.1.21 Special Attendance[9.2] Subcontractor (1) details:                        Subcontractor (2) details:            Subcontractor (3) details:            Subcontractor (4) details:"]
[]
[null,"12.1.22 Protection of the works [11.1] Special requirements"]
[]
[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 completion of the works all necessary temporary dust screens all to the satisfaction of the principal agent"]
[]
[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)"]
[]
[null,"12.2.3 Additional agreed preliminaries items  Details:"]
[]
[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,"The drawings issued with the tender documents do not comprise the complete set but serve as a guide only for tendering purposes and for indicating the 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 executed  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 executed  Should 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 "]
[]
[110,"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"]
[]
[111,"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 athe written approval of the principal agent being obtained prior to the closing date for submission of tenderd  if prior written approval for an alternative product is not obtained, the product described shall be deemed to have been tendered for"]
[]
[112,"Fixed_______Value Related______Time Related_______","Item"]
[]
[null,"C4.0  IMPORTED MATERIALS AND EQUIPMENT"]
[]
[null,"Where imported items are listed in the tender documents, the tendere 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 Schedule of Imported Materials and Equipment DPW23 to be completed by tenderer)  Notwitstanding 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)"]
[]
[113,"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 unit commander or other responsible officer to obtain permission to enter the site for tendering purposes N/A"]
[]
[114,"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 unit commander or other responsible officer 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"]
[]
[115,"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 Defence Force, Police, or Chief Security Officer.   N/A"]
[]
[116,"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 "]
[]
[117,"Fixed______Value Related________Time Related__________","Item"]
[]
[null,"C9.0 PROHIBITION OF TAKING OF PHOTOGRAPHS"]
[]
[null,"In terms of article 119 of the Defence Act, 44 of 1957, it is prohibited to sketch or to take photographs of any military site or any building work thereon or to be in possesion of a camera or other apparatus used for taking of photographs except when authorized thereto by or on behalf of the Minister  The same prohibition is also applicable to all correctional institutions in terms of article 44.1(e) of the Correctional Services Act 8 of 1959"]
[]
[118,"Fixed_______Value Related________Time Related______","Item"]
[]
[null,"C10.0    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"]
[]
[119,"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"]
[]
[120,"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"]
[]
[121,"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"]
[]
[122,"Fixed_______Value Related________Time Related_______","Item"]
[]
[null,"C10.5      MONITORING"]
[]
[123,"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.","Item"]
[]
[null,"C10.6   Non cession of monies"]
[]
[null,"Clause 10.6"]
[]
[124,"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 and is deemed to be incorporated under this Section of the bills 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"]
[]
[125,"Fixed_______Value Related_______Time Related________","Item"]
[]
[126,"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","Item"]
[]
[127,"Allow for the necessary Workman’s Compensation Fund or FEM contributions for the duration of the project with and including renewals","Item"]
[]
[128,"Allow for the preparation and approval of project-specific H&S Plan & File  [CR 7(1)(a)]","Item"]
[]
[129,"Allow for the implementation and maintenance of project-specific H&S Plan & File. [CR 7]","SUM"]
[]
[130,"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"]
[]
[131,"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"]
[]
[132,"Allow for provision of telecommunication facilities for the appointed Construction Health & Safety Officer","SUM"]
[]
[133,"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:","H4"]
[]
[134,"Hard Hats(High Density polyethylene, & 6-point lining)","Item"]
[]
[135,"Overall/work suit (100% Cotton)","Item"]
[]
[136,"Safety boots/shoes (Steel-Toe)","Item"]
[]
[137,"Safety gloves","Item"]
[]
[138,"Ear Plugs/Muffs","Item"]
[]
[139,"Dust Mask(at least FF2 type)","Item"]
[]
[140,"Respirators","Item"]
[]
[141,"Safety goggles","Item"]
[]
[142,"Personal Fall arrest  and rescue equipment with and including life lines and associated equipment","Item"]
[]
[143,"High visibility reflective vests and/or bibs","Item"]
[]
[144,"Temporary handrails ,toe boards other than for access scaffolding","Item"]
[]
[145,"Temporary warning signs and symbols","Item"]
[]
[146,"SANS approved safety netting (orange color with minimum of 1,2 meters high)","Item"]
[]
[147,"Allow for Pre-employment medical examinations","Item"]
[]
[148,"Allow for exit medical examinations","Item"]
[]
[null,"HEALTH AND SAFETY EDUCATION","H4"]
[]
[149,"Allow for HIV/AIDS awareness and Implementation programmes, including STI and TB","Item"]
[]
[150,"Allow for all compulsory health and safety awareness programme (e.g. Inductions, toolbox Talks, Safety Promotions, H&S related training, etc.)","Item"]
[]
[null,"ENVIRONMENTAL ","H4"]
[]
[151,"Provide for adequate handling and storage of materials so as to minimize contamination of ground, air or water.","Item"]
[]
[152,"Provide for the adequate and safe collection and disposal of waste material from site by an approved method.","Item"]
[]
[153,"Provide Facilities and Eating Area for workers.","Item"]
[]
[154,"Provide for rehabilitation on completion of site areas and temporary access routes not covered by construction or landscaping specifications.","Item"]
[]
[155,"Provide for stockpiling of topsoil for re-use","Item"]
[]
[null,"C12.0    EMPLOYMENT AND TRAINING OF YOUTH WORKERS ON THE EXPANDED PUBLIC WORKS PROGRAMME (EPWP) INFRASTRUCTURE PROJECTS: NATIONAL YOUTH SERVICE (NYS)"]
[]
[null,"The contractor shall comply with all the requirements as set out in the \"Additional Specification SL: Employment and Training of Youth Workers on the Expanded Public Works Programme (EPWP) Infrastructure Projects: National Youth Service (NYS)\" as attached to these bills of quantities.  The contractor shall identify a minimum number of youth workers from a priority list, and shall employ them at the statutory labour rates for a minimum period and train them, all as per the aforementioned specification and as elsewhere measured in these bills of quantities.  The contractor shall liase and co-ordinate with the employer and the EPWP Training Service Provider with regard to the priority list, the selection of youth workers, and the employment and training of the identified youth workers  The contractor shall avail the services of an adequately qualified foreman specifically for the EPWP-NYS youth workers, to act as their construction supervisor. the foreman will be responsible for continually monitoring the progress of the youth workers and for addressing questions and issues that may arise from the youth workers  Separate items which will be subject to remeasurement have been included elsewhere in these bills of quantities to cover the direct costs associated with the employment and training of the youth workers. Any additional requirements in respect of the aforementioned speficification are deemed to be priced hereunder and no additional claims in this regard shall be entertained "]
[]
[156,"Fixed_______Value Related_______Time Related__________","Item"]
[]
[null,"C13.0    IMPLEMENTATION OF LABOUR-INTENSIVE INFRASTRUCTURE PROJECTS UNDER THE EXPANDED PUBLIC WORKS PROGRAMME (EPWP)"]
[]
[null,"The contractor shall comply with all the requirements of the \"Code of Good Practice for Employment of Work for Special Public Works Programmes\" issued in terms of Basic Conditions of Employment Act, 1997 (Act No 75 of 1997)\" and the related \"Ministerial Determination\", for the employment of locally employed temporary workers on a labour-intensive infrastructure project under the Expanded Public Works Programme (EPWP).  The contractor shall maintain daily records with regard to the workers employed and shall, on a monthly basis, submit a report to the principal agent in the prescribed format. Compulsory indicators such as the project budget, actual project expenditure, number of job opportunities created, demographic characteristics of workers employed, minimum daily wage rate, number of person-days of employment created and number of training  person-days, shall be included in said report, all as identified in the \"Guidelines for the Implementation of Labour-Intensive Infrastructure Projects under the Expanded Public Works Programme (EPWP).\"  Provision for pricing of compliance with the aforementioned is made under this clause and it is explicitly pointed out that all requirements in respect of the aforementioned are deemed to be priced hereunder and no additional claims in this regard shall be entertained"]
[]
[157,"Fixed_______Value Related_______Time Related__________","Item"]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 1","H1"]
[]
[null,"EARTHWORKS (PROVISIONAL)","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"SITE CLEARANCE ETC","H2"]
[]
[null,"Site clearance","H3"]
[]
[1,"Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc","m2",153,null,0]
[]
[2,"Stripping average 150mm thick layer of vegetable soil including carting away to a dumping site to be located by the contractor","m2",153,null,0]
[]
[null,"EXCAVATION, FILLING, ETC","H2"]
[]
[null,"Excavation in earth not exceeding 2m deep","H3"]
[]
[3,"Trenches","m3",37,null,0]
[]
[4,"Trenches and holes for thickening under surface beds, etc","m3",355,null,0]
[]
[null,"Extra over trench and hole excavations in earth for excavation in","H3"]
[]
[5,"Soft rock","m3",37,null,0]
[]
[6,"Hard rock","m3",75,null,0]
[]
[null,"Extra over all excavations for carting away","H3"]
[]
[7,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor","m3",370,null,0]
[]
[null,"Risk of collapse of excavations","H3"]
[]
[8,"Sides of trench and hole excavations not exceeding 1,5m deep","m2",405,null,0]
[]
[null,"Working Space","H3"]
[]
[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",45,null,0]
[]
[null,"Keeping excavations free of water","H3"]
[]
[10,"Keeping excavations free of all water other than subterranean water","Item",4,null,0]
[]
[null,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density","H3"]
[]
[11,"Under floors, steps, pavings, etc","m3",60,null,0]
[]
[12,"Backfilling to trenches, holes, etc","m3",15,null,0]
[]
[null,"G5 material supplied by the contractor compacted to 93% Mod AASHTO density","H3"]
[]
[13,"Under floors, steps, pavings, etc.","m3",74,null,0]
[]
[null,"Coarse river sand filling supplied by the contractor","H3"]
[]
[14,"Under floors, steps, paving, etc","m3",21,null,0]
[]
[null,"Compaction of surfaces","H3"]
[]
[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 93% Mod AASHTO density ","m2",446,null,0]
[]
[null,"Prescribed density tests on filling","H3"]
[]
[16,"Modified AASHTO Density test","No",18,null,0]
[]
[null,"SOIL POISONING","H2"]
[]
[null,"Soil insectiside","H3"]
[]
[17,"Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming","m2",237,null,0]
[]
[18,"To bottoms of trenches","m2",165,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 2","H1"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H2"]
[]
[null,"25MPa/19mm concrete","H3"]
[]
[1,"Strip footings","m3",14,null,0]
[]
[2,"Bases","m3",0.1,null,0]
[]
[3,"Toilet pit slabs","m3",21,null,0]
[]
[null,"REINFORCED CONCRETE CAST ON/IN FORMWORK","H2"]
[]
[null,"25MPa/19mm concrete","H3"]
[]
[4,"Surface beds on waterproofing","m3",24,null,0]
[]
[null,"TEST BLOCKS","H2"]
[]
[5,"Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional)","No",36,null,0]
[]
[null,"ROUGH FORMWORK","H2"]
[]
[null,"Rough formwork to sides surfaces","H3"]
[]
[6,"Vertical sides of slabs","m2",30,null,0]
[]
[null,"Rough formwork to soffits surfaces","H3"]
[]
[7,"Toilet pit slabs","m2",107,null,0]
[]
[null,"REINFORCEMENT (PROVISIONAL)","H2"]
[]
[null,"Fabric reinforcement","H3"]
[]
[8,"Type 245 fabric reinforcement in concrete surface beds etc ","m2",400,null,0]
[]
[9,"Type 500 fabric reinforcement in concrete slabs, etc. ","m2",400,null,0]
[]
[null,"REINFORCEMENT","H2"]
[]
[null,"Mild steel reinforcement to structural concrete work","H3"]
[]
[10,"10mm Diameter bars ","t",1.66,null,0]
[]
[null,"High tensile steel reinforcement to structural concrete work","H3"]
[]
[11,"12mm Diameter bars ","t",3.16,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 3","H1"]
[]
[null,"MASONRY","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"FOUNDATIONS (PROVISIONAL)","H2"]
[]
[null,"Brickwork of NFP bricks in class II mortar","H3"]
[]
[1,"Piers","m3",0.1,null,0]
[]
[2,"One brick walls","m2",220,null,0]
[]
[null,"SUPERSTRUCTURE","H2"]
[]
[null,"Brickwork of NFP bricks in class II mortar","H3"]
[]
[3,"Half brick walls","m2",82,null,0]
[]
[4,"Piers","m3",1,null,0]
[]
[5,"Half brick walls in beamfilling.","m2",43,null,0]
[]
[6,"One brick walls.","m2",330,null,0]
[]
[null,"BRICKWORK SUNDRIES","H2"]
[]
[null,"Joint forming material in movement joints:","H3"]
[]
[7,"10mm Bitumen impregnated fibre board built in vertical in one brick wall not exceeding 300mm wide.","m2",14,null,0]
[]
[null,"Brickwork reinforcement","H3"]
[]
[8,"75mm Wide reinforcement built in horizontally","m",320,null,0]
[]
[9,"150mm Wide reinforcement built in horizontally","m",2573,null,0]
[]
[null,"Prestressed fabricated lintels","H3"]
[]
[10,"100 x 70mm Lintels in lengths not exceeding 3m.","m",33,null,0]
[]
[null,"Turning pieces","H3"]
[]
[11,"115mm Wide turning pieces","m",11,null,0]
[]
[12,"230mm Wide turning pieces","m",8,null,0]
[]
[null,"Galvanised wire ties etc","H3"]
[]
[13,"4mm Diameter roof tie 2m girth bent double, with one end built into brickwork and other end fixed to timber","No",34,null,0]
[]
[null,"Galvanised hoop iron cramps, ties, etc","H3"]
[]
[14,"30 x 1,6mm Roof tie 1,5m long with one end built into brickwork and other end fixed to timber","No",67,null,0]
[]
[null,"FACE BRICKWORK","H2"]
[]
[null,"External hot terracota red face bricks (Prime Cost Amount R8000/1000) pointed with recessed horizontal and vertical joints","H3"]
[]
[15,"Extra over brickwork for face brickwork","m2",282,null,0]
[]
[16,"Extra over brickwork for brick-on-edge header course lintel pointed on face and 115mm soffit","m",18,null,0]
[]
[null,"Brick-on-edge header course copings, sills, etc of external face bricks (Prime Cost Amount R 2 500.00/1000)  pointed with recessed joints on all exposed faces","H3"]
[]
[17,"180mm Wide sill set sloping and slightly projecting","m",18,null,0]
[]
[null,"BRICK SUNDRIES","H2"]
[]
[null,"Air ventilation, etc","H3"]
[]
[18,"255  x 220mm \"Terracotta\" or equaly approved air bricks ","No",24,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 4","H1"]
[]
[null,"WATERPROOFING","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"DAMP-PROOFING OF WALLS AND FLOORS","H2"]
[]
[null,"One layer of 375 micron \"Consol Plastics Brikgrip DPC\" or other equal and approved embossed damp proof course","H3"]
[]
[1,"In walls","m2",13,null,0]
[]
[null,"One layer of 250 micron \"Consol Plastics Gunplas USB Green\" or other equal and approved waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\"","H3"]
[]
[2,"Under surface beds","m2",237,null,0]
[]
[null,"Cementious waterproofing system comprising two full coats PMF waterproof slurry applied with a brush to a final dry film thickness of 2 to 3mm","H3"]
[]
[3,"On walls. ","m2",360,null,0]
[]
[4,"On floors","m2",191,null,0]
[]
[5,"On soffit of slab","m2",107,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 5","H1"]
[]
[null,"ROOF COVERINGS, CLADDINGS, ETC ","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"PROFILED SHEETING OF METAL, FIBRE-CEMENT, PLASTICS, ETC","H2"]
[]
[null,"0,58mm IBR Profile roof sheeting at 17 degrees on insulation on 50 x 76mm timber purlins at 750mm centre to centre on prefabricated timber trusses to Engineer's detail and specification","H3"]
[]
[1,"Roof covering with pitch not exceeding 17 degrees","m2",189,null,0]
[]
[2,"0.58mm Thick ridge capping 460mm girth","m",30,null,0]
[]
[null,"Sundries","H3"]
[]
[3,"Extra over opening for 300 x 400mm Roof Vents.","No",4,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 6","H1"]
[]
[null,"CARPENTRY & JOINERY ","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"Roof trusses, etc.","H3"]
[]
[null,"Prefabricated trusses shall be fabricated in a factory by a truss fabricator who has been awarded a Certificate of Competence by the Institute of Timber Construction and is approved by the Principal Agent.Each roof truss shall have all its members accurately cut and closely butted together and rigidly fixed by CSIR approved patented galvanized metal spiked connectors, precision pressed on both sides of each intersection by an approved method, all in accordance with the manufacturer’s instructions The design, manufacture and transportation of the roof trusses, bracing, etc shall be under the control of a registered Structural Engineer in accordance with SANS 1900, SANS 10160 and SANS 10163, who shall, after erection, provide a certificate confirming that the design, manufacture, transportation, erection and bracing has been carried out in accordance with this specification The design shall include for all live loads, wind loads and for dead loads imposed by roof covering, purlins, ceilings, etc Fully detailed shop drawings of all trusses etc, indicating sizes, bracing, loading, etc, shall be submitted to the Principal Agent for approval prior to fabrication Unless specific erection instructions are given, erection shall be carried out in accordance with the procedures and recommendations of the manual “The Erection and Bracing of Timber Roof Trusses” published by the Institute for Timber Construction and the Council for Scientific and Industrial Research or as detailed by the designer Roof trusses and bracing shall include design and preparation of shop drawings "]
[]
[null,"NOTE: The contractor will be required to provide a certificate of approval signed by a registered engineer certifying that the trusses have been designed, manufactured and installed in accordance with relevant SANS specifications."]
[]
[null,"ROOFS, ETC ","H2"]
[]
[null,"Sawn Pine ","H3"]
[]
[1,"38 x 114mm Wall plate ","m",101,null,0]
[]
[null,"ROOF CONSTRUCTION","H3"]
[]
[null,"Prefabricated timber roof construction at a maximum of 900mm centres, 17 degree pitch with a 600mm overhang, designed for metal roof, including 50 x 76mm timber purlins at maximum 750mm centre to centre, tilting fillet,  runners, bracing, cleats, etc.","H3"]
[]
[2,"Trusses for rectangular shaped building, size overall 41m2 on plan (Block NB4).","Item",1,null,0]
[]
[3,"Trusses for rectangular shaped building, size overall 33m2 on plan (Block NB7 - 2nd Block).","Item",1,null,0]
[]
[4,"Trusses for rectangular shaped building, size overall 37m2 on plan (Block NB5).","Item",1,null,0]
[]
[5,"Trusses for rectangular shaped building, size overall 41m2 on plan (Block NB6).","Item",1,null,0]
[]
[null,"EAVES AND VERGES ","H2"]
[]
[null,"Everite Flexitor other equal and approved  pressed nutec-cement","H3"]
[{"$nulls":5},0]
[6,"12 x 300mm Fascia or bargeboard","m",120,null,0]
[]
[null,"DOORS, ETC","H2"]
[]
[null,"Wrought meranti doors hung to steel frames","H3"]
[]
[7,"D14, 44mm Framed batten door 944 x 2032mm high of 44 x 110mm top rail and stiles, 25 x 110mm middle ledge and braces and 44 x 230mm bottom ledge filled in which 19mm V-jointed one side boarding ","No",8,null,0]
[]
[null,"Semi-solid flush doors with sapele veneer on both sides hung to steel frames","H3"]
[]
[8,"D13, 40mm Door 813 x 2 032mm high","No",14,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 7","H1"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"NAILED UP CEILING","H2"]
[]
[null,"9mm Fibre cement ceiling or similar and approved on 38x38 timber brandering (recommended suspension system, jointing and spacing to strict manufacturer’s details) on timber trusses ","H3"]
[]
[1,"Ceilings ","m2",102,null,0]
[]
[2,"Extra over ceiling  for 650 x 650mm trap door of 38 x 50mm wrought softwood  rebated  framing  with  one 38 x 50mm sawn softwood cross brander covered with ceiling board and fitted flush in opening","No",4,null,0]
[]
[null,"CORNICES, ETC.","H3"]
[]
[null,"The Moulding Shop or similar approved","H2"]
[]
[3,"90x90 mm Coved Polystyrene glue on cornice installed with paintable sealing glue to strict manufacturer's details. ","m",209,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 8","H1"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC.","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"SKIRTINGS, NOSINGS, ETC","H2"]
[]
[null,"Cement sand skimmed skirting","H4"]
[]
[1,"100mm high","m",155,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 9","H1"]
[]
[null,"IRONMONGERY","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"CATCHES, CABIN HOOKS, ETC","H2"]
[]
[null,"Union or similar approved ","H3"]
[]
[1,"Code AL8253AS, Anodised silver aluminium rubber tipped hat and coat hook ","No",8,null,0]
[]
[null,"Hinges, Bolts, Etc ","H3"]
[]
[2,"100 x 75LD medium butt hinge","No",44,null,0]
[]
[null,"LOCKS","H2"]
[]
[null,"Manufactured by \"Ironmongery Warehouse Africa\"","H3"]
[]
[3,"IW1922 bathroom indicators","No",14,null,0]
[]
[4,"IW1929 170X170mm SS push plate ","No",8,null,0]
[]
[null,"LETTERS, NAMEPLATES, ETC","H2"]
[]
[null,"Dorma or other similar approved","H3"]
[]
[5,"DSS - 131 F 150 x 150mm engraved aluminium \"female\" indicator plate","No",3,null,0]
[]
[6,"DSS - 131 F 150 x 150mm engraved aluminium \"male\" indicator plate","No",3,null,0]
[]
[7,"DSS - 131 F 150 x 150mm engraved aluminium \"Disable\" indicator plate","No",2,null,0]
[]
[8,"5mm x 100mm Black Plastic numbering screw and/ glue on fixed to external door or as per specialist details installed @ 1700mm AFFL","No",8,null,0]
[]
[null,"SUNDRIES","H2"]
[]
[9,"Floor mounted AS Round Door Stop (AL8730AS)","No",8,null,0]
[]
[10,"900mm high SS kick plate","No",8,null,0]
[]
[11,"12L pedal operated sanitary waste in each cubicle supplied by volkem hygiene or similar approved (width 435mm x height 465mm x dept 115mm.)","No",10,null,0]
[]
[null,"BATHROOM FITTINGS ","H2"]
[]
[null,"Chairman Industries or other similar approved","H3"]
[]
[12,"32mm Side grab rail (Code D12)","No",2,null,0]
[]
[13,"32mm Rear grab rail around (Code SR2A)","No",2,null,0]
[]
[null,"Franke or other similar approved","H3"]
[]
[14,"Double toilet roll holder by Franke (RODX672) with spindle system for wall mounting, stainless steel, surface satin finished, material thickness 0.8 mm, folded front cover, cylinder lock with Franke standard key, for 2 rolls with max. Ø 120 mm, second roll will be released after consumption of first roll, with spindles, reserve roll not visible, incl. stainless steel screws and dowels.","No",16,null,0]
[]
[null,"Volkem or other similar approved","H3"]
[]
[15,"Golden Touch Soap Dispenser Lockable 1200ml – Stainless Steel","No",12,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 10","H1"]
[]
[null,"METALWORK","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"HOT DIPPED GALVANIZED PRESSED STEEL DOOR FRAMES","H2"]
[]
[null,"1,2mm rebated frames suitable for half brick walls","H3"]
[]
[1,"Frame for door 813 x 2032mm high","No",14,null,0]
[]
[null,"1,2mm rebated frames suitable for one brick walls","H3"]
[]
[2,"Frame for door 944 x 2032mm high","No",8,null,0]
[]
[null,"HOT DIPPED GALVANIZED STEEL WINDOWS, DOORS, ETC","H2"]
[]
[null,"NOTE: Where so described windows shall be fitted with burglar bars consisting of 20 x 5mm mild steel flat sections to standard NBP2 pattern welded at intersections and to window frame"]
[]
[null,"Standard residential  windows with  burglar bars to opening sashes","H3"]
[]
[3,"Window type 9T6C, 889 x 457mm high ","No",4,null,0]
[]
[4,"Window type W3, 533 x 654 mm high ","No",28,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 11 ","H1"]
[]
[null,"PLASTERING","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"GRANOLITHIC","H2"]
[]
[null,"Untinted granolithic, on concrete","H4"]
[]
[1,"Floors and landings","m2",102,null,0]
[]
[null,"INTERNAL PLASTER","H2"]
[]
[null,"Cement plaster steel trowelled, on brickwall","H3"]
[]
[2,"On walls","m2",718,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 12","H1"]
[]
[null,"PLUMBING AND DRAINAGE","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"RAINWATER DISPOSAL","H2"]
[]
[null,"PVC-U gutters and rainwater pipes","H3"]
[]
[1,"110 x 75mm Eaves gutters.","m",60,null,0]
[]
[2,"110mm diameter rainwater pipes","m",19,null,0]
[]
[3,"Extra over eaves gutter for angle","No",16,null,0]
[]
[4,"Extra over eaves gutter for outlet for 100mm diameter pipe","No",8,null,0]
[]
[5,"Extra over rainwater pipe for eaves or plinth offset 450mm projection","No",8,null,0]
[]
[6,"Extra over rainwater pipe for shoe","No",8,null,0]
[]
[null,"SANITARY FITTINGS","H2"]
[]
[null,"Atlas Plastic or similar approved ","H3"]
[]
[7,"627AP Bambi Long Drop c/w Flap or similar appoved fixed to floors with an approved epoxy or bolted to floors with and including four 6mm diameter x 50mm long expansion bolts.","No",3,null,0]
[]
[8,"222AP VIP 200 pedestal w/c flap and incorporated seat including VIP inlet funel code 224AP ","No",13,null,0]
[]
[9,"496AP bowl urinal c/w brackets complete with waterless urinal fitting and waste","No",2,null,0]
[]
[10,"383AP christy basin with splashback complete with all mountings","No",18,null,0]
[]
[null,"uPVC","H3"]
[]
[11,"50mm S-Trap ","No",18,null,0]
[]
[12,"110mm Vent pipe","No",16,null,0]
[]
[13,"Urinal offset tail pipe","No",2,null,0]
[]
[null,"Chromium Plated Brass ","H3"]
[]
[14,"50mm waste union complete with shank, plug and chain. ","No",18,null,0]
[]
[15,"32 x 50mm Bottle trap ","No",18,null,0]
[]
[null,"TAPS, VALVES, ETC.","H2"]
[]
[null,"Chromium Plated Brass Fittings Including Couplings To Copper ","H3"]
[]
[16,"Aqualine S - Aqua 205 Self Closing Bib Tap or similar approved","No",18,null,0]
[]
[17,"20mm Urinal flash valve","No",2,null,0]
[]
[null,"TESTING ","H2"]
[]
[18,"Allow for testing all drains, sanitary plumbing and water supplies to the satisfaction of the Architect and to Municipal requirements. All defective work is to be taken out and replaced at the Contractor's expense. ","Item",1,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 13","H1"]
[]
[null,"GLAZING","H1"]
[]
[null,"GLAZING TO STEEL WITH PUTTY","H2"]
[]
[null,"6mm Normal strength clear laminated safety glass","H3"]
[]
[1,"Panes exceeding 1 and not exceeding 2m2","m2",11,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 2","H1"]
[]
[null,"BILL NO. 14","H1"]
[]
[null,"PAINTWORK","H1"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PAINTWORK ETC TO NEW WORK","H2"]
[]
[null,"ON FLOATED PLASTER","H2"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use","H3"]
[]
[1,"On internal walls","m2",1021,null,0]
[]
[null,"ON PLASTER BOARD","H2"]
[]
[null,"One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on","H3"]
[]
[2,"Ceiling and beams","m2",102,null,0]
[]
[null,"ON METAL","H2"]
[]
[null,"One coat alkyd based zinc phosphate primer and two coats premium quality polyurethane paint, on steel","H3"]
[]
[3,"On door frames","m2",25,null,0]
[]
[4,"On windows with burglar bars","m2",11,null,0]
[]
[null,"ON WOOD SURFACES","H2"]
[]
[null,"FIBRE CEMENT ","H2"]
[]
[null,"Prepare, stop and apply one coat alkali resistant primer, one coat universal undercoat and two finishing coats of acrylic emulsion paint on:","H3"]
[]
[5,"Fascia and barge boards. ","m2",38,null,0]
[]
[null,"Three coats superior quality clear gloss varnish","H3"]
[]
[6,"On doors","m2",83,null,0]
[]
[{"$nulls":5},0]
[]
[1,"Earthworks","Page",53,0,0]
[]
[2,"Concrete, Formwork & Reinforcement","Page",55,0,0]
[]
[3,"Masonry","Page",58,0,0]
[]
[4,"Waterproofing","Page",59,0,0]
[]
[5,"Roof Coverings, ETC","Page",60,0,0]
[]
[6,"Carpentry And Joinery","Page",64,0,0]
[]
[7,"Ceilings, Partitions And Access Flooring","Page",65,0,0]
[]
[8,"Floor coverings, wall linings, etc.","Page",66,0,0]
[]
[9,"Ironmongery","Page",68,0,0]
[]
[10,"Metalwork","Page",69,0,0]
[]
[11,"Plastering","Page",70,0,0]
[]
[12,"Plumbing And drainage","Page",72,0,0]
[]
[13,"Glazing","Page",73,0,0]
[]
[14,"Paintwork","Page",75,0,0]
[]
[{"$nulls":5},0]
[]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 1","H1"]
[]
[null,"ALTERATIONS","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: \"Department of Public Works\" Specification materials and methods to be used\" PW 371"]
[]
[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,"General","H4"]
[]
[null,"The contractor shall carry out the whole of the works with as little mess and noise as possible and with a minimum of disturbance to tenants in the building and to adjoining premises and their tenants.  He shall provide proper protection and provide, erect and remove when directed, any temporary tarpaulins that may be necessary during the progress of the works, all to the satisfaction of the principal agent"]
[]
[null,"Doors, fanlights, windows, fittings, frames, linings, etc which are to remain the property of the employer shall be carefully taken out, temporarily stored, transported over a distance of approximately 2.5km to store and handed over to the employer"]
[]
[null,"Doors, fanlights, windows, fittings, frames, linings, etc which are to be re-used 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 oiling, adjusting and repairing ironmongery as necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber, unless otherwise described. Re-painting or re-varnishing is given separately"]
[]
[null,"Prices for taking out of doors, windows, etc shall include for removal of all beads, architraves, ironmongery, etc"]
[]
[null,"Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc"]
[]
[null,"With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, tops of walls, etc, shall be levelled and prepared for raising of brickwork"]
[]
[null,"Making good of finishes shall include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary"]
[]
[null,"The contractor will be required to take all dimensions affecting the existing buildings on the site and he will be held solely responsible for the accuracy of all such dimensions where used in the manufacture of new items (doors, windows, fittings, etc)"]
[]
[null,"Removal of asbestos","H4"]
[]
[null,"The handling and disposal of asbestos shall be in accordance to section 20 of the Environmental Conservation Act, 1989  The contractor shall meet all the costs of disposing the asbestos from the site including and statutory charges therein  The contractor shall exercise necessary safety measures so as not to cause any damage to the existing structure and adjoining properties    "]
[]
[null,"OLD MATERIALS TO BE CARTED AWAY ","H2"]
[]
[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","H2"]
[]
[null,"Carefully taking down and removing","H3"]
[]
[1,"Asbestos roof coverings complete, load and cart away debris.","m2",839,null,0]
[]
[2,"Aluminium roof coverings complete, load and cart away debris.","m2",309,null,0]
[]
[null,"Breaking up and removing unreinforced concrete","H3"]
[]
[3,"100mm Thick surface beds","m2",37,null,0]
[]
[4,"2000 x 2000 x 1000mm High water tank stand","No",3,null,0]
[]
[null,"Breaking down and removing brickwork etc","H3"]
[]
[5,"One brick wall","m2",99,null,0]
[]
[null,"Taking out doors, windows etc including thresholds, sills, etc and prepare opening for new (elswhere measured)","H3"]
[]
[6,"Timber door and frame not exceeding 2,5m2. ","No",25,null,0]
[]
[7,"Glazed steel window not exceeding 2,5m2","No",78,null,0]
[]
[null,"Taking down and removing roofs, floors, panelling, ceilings, partitions, etc","H3"]
[]
[8,"Existing ceilings and cornice","m2",729,null,0]
[]
[null,"Hacking up/off and removing granolithic, screeds, plaster, etc from concrete or brickwork and preparing surfaces for new screeds, plaster, etc","H3"]
[]
[9,"Plaster from walls","m2",562,null,0]
[]
[10,"30mm Screed from floors","m2",729,null,0]
[]
[null,"Taking out and removing sundry joinery work, fittings, etc","H3"]
[]
[11,"Timber skirting from brickwork","m",351,null,0]
[]
[12,"Timber dado rail from brickwork","m",351,null,0]
[]
[null,"Taking up and removing vinyl floor coverings, carpeting, etc","H3"]
[]
[13,"Vinyl tile floor covering including preparing screed for new vinyl floor covering","m2",611,null,0]
[]
[null,"Taking out and removing ironmongery","H3"]
[]
[14,"Green chalk board","No",12,null,0]
[]
[15,"Felt pin board","No",12,null,0]
[]
[null,"Taking up and removing gutter and fascia boards","H3"]
[]
[16,"Remove all gutters and fascia boards","m",182,null,0]
[]
[null,"MAKING GOOD OF FINISHES, ETC","H2"]
[]
[null,"Making good cement plaster","H3"]
[]
[17,"Walls in patches","m2",17,null,0]
[]
[null,"Making good face brick","H3"]
[]
[18,"Wash and seal existing face brick externally.","m2",562,null,0]
[]
[19,"Wash and seal existing face brick internally.","m2",358,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 2","H1"]
[]
[null,"EARTHWORKS (PROVISIONAL)","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"SITE CLEARANCE ETC","H2"]
[]
[null,"Site clearance","H3"]
[]
[1,"Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc","m2",675,null,0]
[]
[2,"Stripping average 150mm thick layer of vegetable soil including carting away to a dumping site to be located by the contractor","m2",675,null,0]
[]
[null,"EXCAVATION, FILLING, ETC","H2"]
[]
[null,"Excavation in earth not exceeding 2m deep","H3"]
[]
[3,"Trenches","m3",175,null,0]
[]
[4,"Trenches and holes for thickening under surface beds, etc","m3",2,null,0]
[]
[null,"Extra over trench and hole excavations in earth for excavation in","H3"]
[]
[5,"Soft rock","m3",18,null,0]
[]
[6,"Hard rock","m3",35,null,0]
[]
[null,"Extra over all excavations for carting away","H3"]
[]
[7,"Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor","m3",177,null,0]
[]
[null,"Risk of collapse of excavations","H3"]
[]
[8,"Sides of trench and hole excavations not exceeding 1,5m deep","m2",524,null,0]
[]
[null,"Working Space","H3"]
[]
[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",250,null,0]
[]
[null,"Keeping excavations free of water","H3"]
[]
[10,"Keeping excavations free of all water other than subterranean water","Item",3,null,0]
[]
[null,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% Mod AASHTO density","H3"]
[]
[11,"Under floors, steps, pavings, etc","m3",69,null,0]
[]
[12,"Backfilling to trenches, holes, etc","m3",82,null,0]
[]
[null,"G5 material supplied by the contractor compacted to 93% Mod AASHTO density","H3"]
[]
[13,"Under floors, steps, pavings, etc.","m3",84,null,0]
[]
[null,"Coarse river sand filling supplied by the contractor","H3"]
[]
[14,"Under floors, steps, paving, etc","m3",28,null,0]
[]
[null,"Compaction of surfaces","H3"]
[]
[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 93% Mod AASHTO density ","m2",735,null,0]
[]
[null,"Prescribed density tests on filling","H3"]
[]
[16,"Modified AASHTO Density test","No",18,null,0]
[]
[null,"SOIL POISONING","H2"]
[]
[null,"Soil insectiside","H3"]
[]
[17,"Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming","m2",560,null,0]
[]
[18,"To bottoms of trenches","m2",181,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 3","H1"]
[]
[null,"CONCRETE, FORMWORK AND REINFORCEMENT","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H2"]
[]
[null,"25MPa/19mm concrete","H3"]
[]
[1,"Strip footings","m3",53,null,0]
[]
[2,"Bases","m3",2,null,0]
[]
[null,"REINFORCED CONCRETE CAST ON/IN FORMWORK","H2"]
[]
[null,"25MPa/19mm concrete","H3"]
[]
[3,"Surface beds on waterproofing","m3",63,null,0]
[]
[null,"TEST BLOCKS","H2"]
[]
[4,"Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional)","No",18,null,0]
[]
[null,"REINFORCEMENT (PROVISIONAL)","H2"]
[]
[null,"Fabric reinforcement","H3"]
[]
[5,"Type 245 fabric reinforcement in concrete surface beds etc ","m2",560,null,0]
[]
[6,"Type 500 fabric reinforcement in concrete surface beds etc ","m2",560,null,0]
[]
[null,"REINFORCEMENT","H2"]
[]
[null,"Mild steel reinforcement to structural concrete work","H3"]
[]
[7,"10mm Diameter bars ","t",6.04,null,0]
[]
[null,"High tensile steel reinforcement to structural concrete work","H3"]
[]
[8,"12mm Diameter bars ","t",6.04,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 4","H1"]
[]
[null,"MASONRY","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"FOUNDATIONS (PROVISIONAL)","H2"]
[]
[null,"Brickwork of NFP bricks in class II mortar","H3"]
[]
[1,"One brick walls","m2",153,null,0]
[]
[null,"SUPERSTRUCTURE","H2"]
[]
[null,"Brickwork of NFP bricks in class II mortar","H3"]
[]
[2,"Half brick walls","m2",209,null,0]
[]
[3,"Half brick walls in beamfilling.","m2",62,null,0]
[]
[4,"One brick walls.","m2",479,null,0]
[]
[null,"BRICKWORK SUNDRIES","H2"]
[]
[null,"Joint forming material in movement joints:","H3"]
[]
[5,"10mm Bitumen impregnated fibre board built in vertical in one brick wall not exceeding 300mm wide.","m2",75,null,0]
[]
[null,"Brickwork reinforcement","H3"]
[]
[6,"75mm Wide reinforcement built in horizontally","m",821,null,0]
[]
[7,"150mm Wide reinforcement built in horizontally","m",2528,null,0]
[]
[null,"Prestressed fabricated lintels","H3"]
[]
[8,"100 x 70mm Lintels in lengths not exceeding 3m.","m",42,null,0]
[]
[null,"Turning pieces","H3"]
[]
[9,"230mm Wide turning pieces","m",42,null,0]
[]
[null,"Galvanised wire ties etc","H3"]
[]
[10,"4mm Diameter roof tie 2m girth bent double, with one end built into brickwork and other end fixed to timber","No",48,null,0]
[]
[null,"Galvanised hoop iron cramps, ties, etc","H3"]
[]
[11,"30 x 1,6mm Roof tie 1,5m long with one end built into brickwork and other end fixed to timber","No",96,null,0]
[]
[null,"FACE BRICKWORK","H2"]
[]
[null,"External hot terracota red face bricks (Prime Cost Amount R8000/1000) pointed with recessed horizontal and vertical joints","H3"]
[]
[12,"Extra over brickwork for face brickwork","m2",253,null,0]
[]
[13,"Extra over brickwork for brick-on-edge header course lintel pointed on face and 115mm soffit","m",42,null,0]
[]
[null,"Brick-on-edge header course copings, sills, etc of external face bricks (Prime Cost Amount R 2 500.00/1000)  pointed with recessed joints on all exposed faces","H3"]
[]
[14,"180mm Wide sill set sloping and slightly projecting","m",42,null,0]
[]
[null,"BRICK SUNDRIES","H2"]
[]
[null,"Air ventilation, etc","H3"]
[]
[15,"255  x 220mm \"Terracotta\" or equaly approved air bricks ","No",3,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 5","H1"]
[]
[null,"WATERPROOFING","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"DAMP-PROOFING OF WALLS AND FLOORS","H2"]
[]
[null,"One layer of 375 micron \"Consol Plastics Brikgrip DPC\" or other equal and approved embossed damp proof course","H3"]
[]
[1,"In walls","m2",83,null,0]
[]
[null,"One layer of 250 micron \"Consol Plastics Gunplas USB Green\" or other equal and approved waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\"","H3"]
[]
[2,"Under surface beds","m2",560,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 6","H1"]
[]
[null,"ROOF COVERINGS, CLADDINGS, ETC ","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"PROFILED SHEETING OF METAL, FIBRE-CEMENT, PLASTICS, ETC","H2"]
[]
[null,"0,58mm IBR Profile roof sheeting at 17 degrees on insulation on 50 x 76mm timber purlins at 750mm centre to centre on prefabricated timber trusses to Engineer's detail and specification","H3"]
[]
[1,"Roof covering with pitch not exceeding 17 degrees","m2",1798,null,0]
[]
[2,"0.58mm Thick ridge capping 460mm girth","m",143,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 7","H1"]
[]
[null,"CARPENTRY & JOINERY ","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"Roof trusses, etc.","H3"]
[]
[null,"Prefabricated trusses shall be fabricated in a factory by a truss fabricator who has been awarded a Certificate of Competence by the Institute of Timber Construction and is approved by the Principal Agent.Each roof truss shall have all its members accurately cut and closely butted together and rigidly fixed by CSIR approved patented galvanized metal spiked connectors, precision pressed on both sides of each intersection by an approved method, all in accordance with the manufacturer’s instructions The design, manufacture and transportation of the roof trusses, bracing, etc shall be under the control of a registered Structural Engineer in accordance with SANS 1900, SANS 10160 and SANS 10163, who shall, after erection, provide a certificate confirming that the design, manufacture, transportation, erection and bracing has been carried out in accordance with this specification The design shall include for all live loads, wind loads and for dead loads imposed by roof covering, purlins, ceilings, etc Fully detailed shop drawings of all trusses etc, indicating sizes, bracing, loading, etc, shall be submitted to the Principal Agent for approval prior to fabrication Unless specific erection instructions are given, erection shall be carried out in accordance with the procedures and recommendations of the manual “The Erection and Bracing of Timber Roof Trusses” published by the Institute for Timber Construction and the Council for Scientific and Industrial Research or as detailed by the designer Roof trusses and bracing shall include design and preparation of shop drawings "]
[]
[null,"NOTE: The contractor will be required to provide a certificate of approval signed by a registered engineer certifying that the trusses have been designed, manufactured and installed in accordance with relevant SANS specifications."]
[]
[null,"ROOFS, ETC ","H2"]
[]
[null,"Sawn Pine ","H3"]
[]
[1,"38 x 114mm Wall plate ","m",144,null,0]
[]
[null,"ROOF CONSTRUCTION","H3"]
[]
[null,"Prefabricated timber roof construction at a maximum of 900mm centres, 17 degree pitch with a 600mm overhang, designed for metal roof, including 50 x 76mm timber purlins at maximum 750mm centre to centre, tilting fillet,  runners, bracing, cleats, etc.","H3"]
[]
[2,"Trusses for rectangular shaped building, size overall 90m2 on plan (Block NC).","Item",1,null,0]
[]
[3,"Trusses for rectangular shaped building, size overall 156m2 on plan (Block ND).","Item",1,null,0]
[]
[4,"Trusses for rectangular shaped building, size overall 308m2 on plan (Block NE).","Item",1,null,0]
[]
[null,"EAVES AND VERGES ","H2"]
[]
[null,"Everite Flexitor other equal and approved  pressed nutec-cement","H3"]
[]
[5,"12 x 300mm Fascia or bargeboard","m",377,null,0]
[]
[null,"SKIRTINGS ","H2"]
[]
[null,"Wrought meranti","H3"]
[]
[6,"19 x 76mm Meranti skiting board, with 19mm Quater round nailed to wall all nails to be punched and filled finished with two coats clear eggshell","m",679,null,0]
[]
[null,"DOORS, ETC","H2"]
[]
[null,"813x2032x42mm braced back solid meranti framed and ledged door ","H3"]
[]
[7,"Door D2 - Door size overall 813 x 2032mm high","No",15,null,0]
[]
[8,"Door D3 - Door size overall 813 x 2032mm high","No",3,null,0]
[]
[9,"Door D12 - Door size overall 813 x 2032mm high","No",3,null,0]
[]
[10,"Door D15 - Door size overall 813 x 2032mm high","No",2,null,0]
[]
[null,"813x2032x40mm thick heavy duty interior quality single solid core masonite flush timber door with 2 concealed edges to comply with sabs 54 interior grade. ","H3"]
[]
[11,"Door D4, D8 - Door size overall 813 x 2 032mm high","No",10,null,0]
[]
[null,"900x2032x42mm braced back solid meranti framed and ledged door ","H3"]
[]
[12,"Door D11 - Door size overall 900 x 2032mm high","No",1,null,0]
[]
[null,"1000x2032mm Strongroom Door by Mutual or similar and approved complete 8 Bolts of 40mm diameter – 4 front and 4 back boltwork and 7-Lever security keylock. ","H3"]
[]
[13,"Door D5 - Door size overall 1000 x 2 032mm high ","No",1,null,0]
[]
[null,"Louvered timber folding sliding door ","H3"]
[]
[14,"Door D17","No",1,null,0]
[]
[null,"Galvanised standard steel door","H3"]
[]
[15,"Door D1, 1524x2134mm high","No",1,null,0]
[]
[null,"BEADS, ARCHITRAVES, ETC","H2"]
[]
[null,"Wrought meranti","H3"]
[]
[16,"50 x 228mm Dado Rails","m",679,null,0]
[]
[null,"BUDGETARY ALLOWANCE","H2"]
[]
[null,"KITCHEN CUPBOARDS","H3"]
[]
[17,"Allow Budgetary allowance of R40 000 (Fourty Thousand) for the kitchen cupboards to be used as directed by the Principal Agent deducted in whole or in part if not required ","Item",1,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 8","H1"]
[]
[null,"CEILINGS, PARTITIONS AND ACCESS FLOORING","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"NAILED UP CEILING","H2"]
[]
[null,"6,4mm Gypsum Board by Saint Gobain or similar and approved on 38x38 timber brandering (recommended suspension system, jointing and spacing to strict manufacturer’s details).","H3"]
[]
[1,"Ceilings ","m2",1247,null,0]
[]
[2,"Extra over ceiling  for 650 x 650mm trap door of 38 x 50mm wrought softwood  rebated  framing  with  one 38 x 50mm sawn softwood cross brander covered with ceiling board and fitted flush in opening","No",4,null,0]
[]
[null,"9mm Fibre cement ceiling or similar and approved on 38x38 timber brandering (recommended suspension system, jointing and spacing to strict manufacturer’s details) on timber trusses ","H3"]
[]
[3,"Ceilings ","m2",33,null,0]
[]
[null,"CORNICES, ETC.","H3"]
[]
[null,"The Moulding Shop or similar approved","H2"]
[]
[4,"90x90 mm Coved Polystyrene glue on cornice installed with paintable sealing glue to strict manufacturer's details.","m",679,null,0]
[]
[null,"INSULATION","H3"]
[]
[5,"135mm Thick fibreglass insulation (11.5kg/m3 nominal density) closely fitted and laid on top ceiling between metal and suspension system.","m2",1280,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 9","H1"]
[]
[null,"FLOOR COVERINGS, WALL LININGS, ETC.","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"SKIRTINGS, NOSINGS, ETC","H2"]
[]
[null,"Timber skirting or similar approved","H4"]
[]
[1,"75x18mm skirting","m",679,null,0]
[]
[null,"Coved skirting with \"vuka lux solvent free epoxy\" or similar approved","H4"]
[]
[2,"100mm high skirting","m",168,null,0]
[]
[null,"FLOOR COVERINGS","H2"]
[]
[null,"Powerfloated concrete","H3"]
[]
[3,"To floors","m2",218,null,0]
[]
[null,"Non-slip epoxy coating","H3"]
[]
[4,"3m Thick Vuka Flow Qartz epoxy in strict accordance with the technical data obtainable from Vuka Floors or similar and approved. ","m2",33,null,0]
[]
[null,"300 x 300 x 2.5mm \"Floorflex\" or similar approved semi-flexible vinyl floor tiles size ","H3"]
[]
[5,"To floors","m2",1029,null,0]
[]
[null,"POLISH, SEALERS, ETC","H2"]
[]
[6,"Two coats wax polish on vinyl flooring","m2",1062,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 10","H1"]
[]
[null,"IRONMONGERY","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"CATCHES, CABIN HOOKS, ETC","H2"]
[]
[null,"Union or similar approved ","H3"]
[]
[1,"Code AL8253AS, Anodised silver aluminium rubber tipped hat and coat hook ","No",30,null,0]
[]
[null,"LOCKS","H2"]
[]
[null,"Union or similar approved","H3"]
[]
[2,"4 lever mortice lockset and solid chrome plated handles ","No",37,null,0]
[]
[3,"Panic latch suitable for 900mm door(8901 push bar Single point panic latch(EN1125) ","No",1,null,0]
[]
[null,"LETTERS, NAMEPLATES, ETC","H2"]
[]
[4,"5mm x 100mm Black Plastic numbering screw and/ glue on fixed to external door or as per specialist details installed @ 1700mm AFFL","No",37,null,0]
[]
[null,"SUNDRIES","H2"]
[]
[5,"Floor mounted AS Round Door Stop (AL8730AS)","No",35,null,0]
[]
[6,"900mm high SS kick plate","No",5,null,0]
[]
[null,"DOOR CLOSERS","H2"]
[]
[null,"Dorma or similar approved","H3"]
[]
[7,"TS73V EN 2-4 Regular Arm NON HOLD OPEN Door Closer - Adjustable Strenght, Hydraulic Speed Control. Pull Side Fixing (Silver) code:TS73V|No|24|2,006.37|48,152.88|||22/05/2019 08:28:17|"]
[]
[null,"PINNING BOARDS, WRITING BOARDS, PROJECTION SCREENS, ETC","H2"]
[]
[null,"Vitrex or other equal and approved vitreous enamelled writing boards, etc to SABS CSK-36-1980","H3",24,null,0]
[]
[8,"4800 x 1140mm Green chalk board","No",12,null,0]
[]
[null,"Best Board or similar approved","H3"]
[]
[9,"3000 x 1200mm Felt pinning board (FE1230)","No",12,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 11","H1"]
[]
[null,"METALWORK","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"SUNDRY METALWORK ","H2"]
[]
[null,"Galvanised Mild Steel ","H3"]
[]
[1,"75 x 75mm x 3mm thick galvanized steel square tubing column 2700mm long with 150 x 150 x 10mm thick flat section plate welded to one end and with 150 x 3mm thick x 375mm girth channel shaped bracket eight times holed for 8mm diameter bolts and welded to other end including setting up in position and building bottom end into brickwork.","No",37,null,0]
[]
[null,"HOT DIPPED GALVANISED WELDED SCREENS, GATES,  ETC","H2"]
[]
[null,"Security gates to steel door frames","H3"]
[]
[2,"Single gate 813 x 2032mm high of 40 x 60 x 2,5mm hollow section frame with two 40 x 6mm flat section horizontal rails filled in with 12mm diameter vertical rails at 100mm centres fitted with one and a half pairs of suitable pin hinges welded to steel door frame, complete with and including five lever security lock","No",23,null,0]
[]
[null,"ROLLERSTYLE ADD ON INTERNAL SURFACE MOUNT PRE-PAINTED ALUMINIUM ROLL-UP DOORS ","H3"]
[]
[3,"2100x2125mm Purpose made Aluzinc White roller shutter door roller shutter door","No",1,null,0]
[]
[null,"HOT DIPPED GALVANIZED PRESSED STEEL DOOR FRAMES","H2"]
[]
[null,"1,2mm rebated frames suitable for half brick walls","H3"]
[]
[4,"Frame for door 813 x 2032mm high","No",13,null,0]
[]
[null,"1,2mm rebated frames suitable for one brick walls","H3"]
[]
[5,"Frame for door 813 x 2032mm high","No",21,null,0]
[]
[6,"Frame for door 900 x 2032mm high","No",1,null,0]
[]
[7,"Frame for door 1000 x 2032mm high","No",1,null,0]
[]
[null,"HOT DIPPED GALVANIZED STEEL WINDOWS, DOORS, ETC","H2"]
[]
[null,"NOTE: Where so described windows shall be fitted with burglar bars consisting of 20 x 5mm mild steel flat sections to standard NBP2 pattern welded at intersections and to window frame"]
[]
[null,"Standard residential  windows with  burglar bars to opening sashes","H3"]
[]
[8,"Window type 9DT12, 889 x 1248mm high ","No",33,null,0]
[]
[9,"Window type 9B12, 889 x 854mm high ","No",8,null,0]
[]
[10,"Window type 9T6B, 889 x 457mm high ","No",4,null,0]
[]
[11,"Window type W2, 1200 x 1190mm high ","No",2,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 12 ","H1"]
[]
[null,"PLASTERING","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"SCREEDS","H2"]
[]
[null,"Self levelling screed on concrete","H3"]
[]
[1,"On floors and landings","m2",1280,null,0]
[]
[null,"GRANOLITHIC","H2"]
[]
[null,"Untinted granolithic, on concrete","H3"]
[]
[2,"Average 50mm thick on floors with upper surface to falls","m2",9,null,0]
[]
[null,"INTERNAL PLASTER","H2"]
[]
[null,"Cement plaster steel trowelled, on brickwall","H3"]
[]
[3,"On walls","m2",1635,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 13","H1"]
[]
[null,"PLUMBING AND DRAINAGE","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"RAINWATER DISPOSAL","H2"]
[]
[null,"PVC-U gutters and rainwater pipes","H3"]
[]
[1,"110 x 75mm Eaves gutters.","m",286,null,0]
[]
[2,"110mm diameter rainwater pipes","m",38,null,0]
[]
[3,"Extra over eaves gutter for angle","No",28,null,0]
[]
[4,"Extra over eaves gutter for outlet for 100mm diameter pipe","No",14,null,0]
[]
[5,"Extra over rainwater pipe for eaves or plinth offset 450mm projection","No",14,null,0]
[]
[6,"Extra over rainwater pipe for shoe","No",14,null,0]
[]
[null,"SANITARY FITTINGS","H2"]
[]
[null,"Cobra or similar approved","H3"]
[]
[7,"Kitchen Heritage: PA-870; installed to strict manufacturer's specifications, complete with 40mm raised cartridge T&F, controlled S-750-1, Handle S-PA870-2, Connection hoses C-M10X1/2 (SANS 1480). ","No",2,null,0]
[]
[8,"Star Chrome plated brass extended bibtap - 1/2\" light pattern","No",6,null,0]
[]
[null,"Franke or similar approved ","H3"]
[]
[9,"ET102 Double Fabricated Economy Type Washtrough, 1030x440x300mm deep. Unit to be manufactured from Grade 430 (17/10) Stainless Steel, 0,8mm gauge. Unit to be manufactured with a sloped front, with wash ridges and a 40mm waste outlet. Trough to be supplied with fixing lugs to mount the trough to the wall. (Bolts to specialist) ","No",1,null,0]
[]
[10,"ET101 Single Fabricated Economy Type Washtrough, 540x440x300mm deep or similar and approved. Unit to be manufactured from Grade 430 (17/10) Stainless Steel, 0,8mm gauge. Unit to be manufactured with a sloped front, with wash ridges and a 40mm waste outlet. Trough to be supplied with fixing lugs to mount the trough to the wall. (Bolts to specialist) ","No",3,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 14","H1"]
[]
[null,"GLAZING","H1"]
[]
[null,"GLAZING TO STEEL WITH PUTTY","H2"]
[]
[null,"6mm Normal strength clear laminated safety glass","H3"]
[]
[1,"Panes exceeding 1 and not exceeding 2m2","m2",47,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 3","H1"]
[]
[null,"BILL NO. 15","H1"]
[]
[null,"PAINTWORK","H1"]
[]
[null,"PREAMBLES  (For preambles refer to :Specification materials and methods to be used\"PW 371"]
[]
[null,"PAINTWORK ETC TO NEW WORK","H2"]
[]
[null,"ON FLOATED PLASTER","H2"]
[]
[null,"Two coats superior quality acrylic emulsion paint for interior and exterior use","H3"]
[]
[1,"On internal walls","m2",1168,null,0]
[]
[null,"ON PLASTER BOARD","H2"]
[]
[null,"One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on","H3"]
[]
[2,"Ceiling and beams","m2",1280,null,0]
[]
[null,"ON METAL","H2"]
[]
[null,"One coat alkyd based zinc phosphate primer and two coats premium quality polyurethane paint, on steel","H3"]
[]
[3,"On door frames","m2",42,null,0]
[]
[4,"On windows with burglar bars","m2",47,null,0]
[]
[5,"On gates, grilles, burglar screens, balustrades, etc. (both side measured over the full flat area)","m2",39,null,0]
[]
[null,"ON WOOD SURFACES","H2"]
[]
[null,"Three coats superior quality clear gloss varnish","H3"]
[]
[6,"On doors","m2",137,null,0]
[]
[7,"Skirtings, rails, etc in narrow girths.","m",1358,null,0]
[]
[null,"FIBRE CEMENT ","H2"]
[]
[null,"Prepare, stop and apply one coat alkali resistant primer, one coat universal undercoat and two finishing coats of acrylic emulsion paint on:","H3"]
[]
[8,"Fascia and barge boards. ","m2",114,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION 2","H1"]
[]
[null,"BILL NO. 16","H1"]
[]
[null,"PROVISIONAL SUMS","H1"]
[]
[null,"PREAMBLES","H2"]
[]
[null,"For preambles see \"Model Preambles for Trades November 2017\" "]
[]
[null,"SUPPLEMENTARY PREAMBLES","H2"]
[]
[null,"General","H4"]
[]
[null,"The following Provisional Amounts are for work to be done by firms of specialists and will, unless expressly stated otherwise, be regarded as Selected Subcontractors to the Contractor.  The Contractor must assist in obtaining tenders and/or quotations from approved firms and submit them to the Agent/Representative for his approval.  The tenderer's attention is drawn to Section 1: Preliminaries for further amplification of Provisional- and Prime Cost Amounts.  Note: All provisional sums are \"NETT\".  The profit and attendance on Nominated/Selected Subcontract allowances will be adjusted to take the of actual Final Account values of the respective Subcontracts into account. The adjustment factor will be the percentages calculated with reference to the BoQ allowances."]
[]
[null,"Profit","H4"]
[]
[null,"Where listed the contractor may allow for profit if required. The profit will be adjusted in the same ratio as the adjusted value of the subcontract."]
[]
[null,"Attendance","H4"]
[]
[null,"Without in any way limiting the meaning and interpretation, \"general attendance\" on sub-contractors shall include free of charge to the sub-contractor the following services for the purpose of the relative subcontract works:"]
[]
[null,"Work executed by subcontractors","H4"]
[]
[null,"Work listed under the heading \"Work executed by subcontractors\" shall be executed before and during this contract and the tenderer must allow free access to the site for such other contractors.  These contractors shall be directly paid by the contractor and the tenderer must allow for programming in conjunction with them to complete the project successfully within the contract period.  The estimated values of these contracts are listed to enable the tenderer to determine the extent of the attendance if required. Profit on these contracts shall not be allowed."]
[]
[null,"Budgetary allowances","H4"]
[]
[null,"Budgetary allowances shall be re-measured and valued on the same pricing structure as the rest of the contract or shall be omitted in full if so required."]
[]
[null,"COMMUNITY LIAISON OFFICER","H2"]
[]
[1,"Provide the sum of R00 000.00 (Eighty Thousand Rand) for CLO to be deducted in portion of R 10 000.00 per month for 10 months ","Item",1,100000,{"v":100000,"d":"R100,000.00"}]
[]
[2,"Allow for Profit","%IT",null,null,0]
[]
[3,"Allow for attendance","%IT",null,null,0]
[]
[null,"MECHANICAL INSTALLATION","H2"]
[]
[4,"Provide a sum of R 369 272.00 (Three Hundred and Sixty Nine Thousand Two Hundred and Seventy Two Rand7s) for Mechanical Installation to be expended as the Principal Agent may direct or deducted in whole or in part, if not required ","Item",1,369272,{"v":369272,"d":"R369,272.00"}]
[{"$nulls":5},0]
[5,"Allow for Profit","%IT",null,null,0]
[]
[6,"Allow for attendance","%IT",null,null,0]
[]
[null,"ELECTRICAL INSTALLATION","H2"]
[]
[7,"Provide a sum of R 1 784 730 (One Million Seven Hundred and Eighty Four Thousand Seven hundred and Thirty Rands) for Electrical Installation to be expended as the Principal Agent may direct or deducted in whole or in part, if not required ","Item",1,1784730,{"v":1784730,"d":"R1,784,730.00"}]
[]
[8,"Allow for Profit ","%IT",null,null,0]
[]
[9,"Allow for attendance","%IT",null,null,0]
[]
[null,"CPD BUILD PROGRAMME"]
[]
[null,"Note to tenderers: As CPGs may not provide any bidder a competitive advantage. Provisional amounts and fixed percentages for profit and attendance have been provided. Only the provisional amount will be adjusted once the awarded tender amount and/or the beneficiaries have been appointed, and the final values have been ascertained. "]
[]
[null,"MINIMUM TARGETED LOCAL BUILDING MATERIAL MANUFACTURERS"]
[null,"Provision is made for the Minimum Targeted Local Building Material Manufacturers CPG in the execution of this project as described in   C3.1 Project Specifications.  Allowance for monitoring and monthly reporting on material purchased from Local Building Material Manufacturers by main contractor and subcontractors based on determination by Employer taking into account specific project variables","PS",1,26973.52]
[null,"Allowance for profit and attendance, all inclusive of associated costs to the contractor for implementation. ","%"]
[]
[null,"Allowance for attendance all inclusive of associated costs to the contractor for implementation. ","%"]
[]
[null,"MINIMUM TARGETED LOCAL BUILDING MATERIAL SUPPLIERS "]
[null,"Provision is made for the Minimum Targeted Local Building Material Suppliers CPG in the execution of this project as described in   C3.1 Project Specifications. Allowance for monitoring and monthly reporting on material purchased from Local Building Material Suppliers by main contractor and subcontractors based on determination by Employer  taking into account specific project variables ","PS",1,26973.52]
[null,"Allowance for profit all inclusive of associated costs to the contractor for implementation. ","%"]
[null,"Allowance for attendance all inclusive of associated costs to the contractor for implementation. ","%"]
[]
[null,"MINIMUM TARGETED ENTERPRISE DEVELOPMENT"]
[null,"A provisional amount has been allowed for in the execution of this project as described in  C3.1 Project Specifications. The provisional amount allowed is for the appointment of training coordinator, mentor, training service providers and training of the beneficiary enterprises including monitoring and monthly reporting.","PS",1,269735.24]
[null,"Allowance for profit all inclusive of associated costs to the contractor for implementation. ","%"]
[null,"Allowance for attendance all inclusive of associated costs to the contractor for implementation. ","%"]
[]
[null,"LABOUR INTENSIVE PARTICIPATION GOAL"]
[null,"Labour Intensive Participation Goal - Allowance for monthly reporting of labour intensive works by main contractor based on determination by Employer taking into account specific project variables. Allowance for monitoring and monthly reporting on Works executed by means of Labour Intensive methods by main contractor and subcontractors based on determination by Employer taking into account specific project variables ",null,1,{"v":72000,"d":"72000.00"}]
[null,"Allowance for profit all inclusive of associated costs to the contractor for implementation. ","%"]
[]
[null,"MINIMUM 30% SUB-CONTRACTING"]
[]
[null,"Provision is made for 30% subcontracting to SMMEs in the execution of this project as described in  C3.1 Project Specifications . This is the contractors allowance for the P&G's for the 30% sub-contractors (SMME's).The Employer will  define the actual P&G items applicable to the SMME's  after tender award","PS",1,279175.97,{"v":279175.97,"d":"R279,175.97"}]
[]
[null,"Allowance for profit and attendance, all inclusive of  associated costs to the contractor for implementation","%"]
[]
[null,"Allowance for attendance all inclusive of associated costs to the contractor for implementation. ","%"]
[]
[]
[{"$nulls":5},{"v":2254002,"d":"R2,254,002.00"}]
[]
[1,"Alterations","Page",82,0,0]
[]
[2,"Earthworks","Page",85,0,0]
[]
[3,"Concrete, Formwork And Reinforcement ","Page",87,0,0]
[]
[4,"Masonry","Page",89,0,0]
[]
[5,"Waterproofing","Page",90,0,0]
[]
[6,"Roof Coverings, Cladding, Etc","Page",91,0,0]
[]
[7,"Carpentry And Joinery","Page",96,0,0]
[]
[8,"Ceilings, Partitioning And Access Flooring","Page",98,0,0]
[]
[9,"Floor Coverings","Page",99,0,0]
[]
[10,"Ironmongery","Page",101,0,0]
[]
[11,"Metalwork","Page",103,0,0]
[]
[12,"Plastering","Page",104,0,0]
[]
[13,"Plumbing And Drainage","Page",106,0,0]
[]
[14,"Glazing","Page",107,0,0]
[]
[15,"Paintwork","Page",109,0,0]
[]
[16,"Provisional Sums","Page",112,0,{"v":2254002,"d":"R2,254,002.00"}]
[]
[{"$nulls":5},{"v":2254002,"d":"R2,254,002.00"}]
[]
[]
[null,"SECTION NO. 4","H1"]
[]
[null,"BILL No. 1","H1"]
[]
[null,"EXTERNAL WORKS - ABLUTIONS","H1"]
[]
[null,"PREAMBLES  (For preambles refer to: Department of Public Works Specification materials and methods to be used \"PW 371"]
[]
[null,"RAINWATER TANKS AND STANDS","H2"]
[]
[null,"Excavations, Filling, Etc ","H3"]
[]
[1,"Excavate in earth for trenches","m3",4,null,0]
[]
[2,"Allow for keeping excavations free from water. ","Item",4,null,0]
[]
[3,"Earth filling (G5), selected and supplied by the Contractor, deposited in layers not exceeding 150mm thick, watered and consolidated to 95% modified AASHTO density under floors, etc. ","m3",17,null,0]
[]
[4,"Clean, dry, sand filling, selected and supplied, deposited, watered and consolidated in 50mm thick blinding layer under floors, etc. ","m3",1,null,0]
[]
[5,"Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density","m2",29,null,0]
[]
[6,"Tricate weed killer in proportion 168kg to 1124 litres of water per hectare plus Agrol 90 sprayed onto surfaces of ground under floors, etc. ","m2",42,null,0]
[]
[null,"TESTING ","H2"]
[]
[7,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Consultant within 24 hours of the tests being completed. ","No",8,null,0]
[]
[null,"Reinforced Cement Concrete (25MPa) In ","H3"]
[]
[8,"Footings. ","m3",5,null,0]
[]
[9,"Cement concrete in water tank stands and raft slabs cast in panels not exceeding 6m2. ","m3",9,null,0]
[]
[null,"Fabric Reinforcement To Concrete Work ","H3"]
[{"$nulls":5},0]
[10,"High tensile steel mesh Ref. 245 to concrete walkways, slabs, etc. ","m2",29,null,0]
[]
[11,"High tensile steel mesh Ref. 500 to concrete walkways, slabs, etc. ","m2",29,null,0]
[]
[null,"Sundries ","H3"]
[]
[12,"Float top of concrete, to falls, with a wood float and finish with a brushed non-skid surface whilst concrete still green with the addition of 2.1 sand and cement as necessary. ","m2",29,null,0]
[]
[null,"Rough Formwork To ","H3"]
[]
[13,"Edges, risers, ends and reveals not exceeding 300mm high or wide. ","m",43,null,0]
[]
[null,"Brickwork In Clay Bricks In Cement Mortar In ","H3"]
[]
[14,"One brick wall. ","m2",60,null,0]
[]
[null,"BRICK REINFORCEMENT:","H2"]
[]
[15,"150mm Wide reinforcement built in horizontally","m",356,null,0]
[]
[null,"ONE LAYER 375MICRON EMBOSSED DAMPPROOF SHEETING","H2"]
[]
[16,"Under surface beds. ","m2",29,null,0]
[]
[null,"FACE BRICKWORK","H2"]
[]
[null,"Allow The Prime Cost Of R 5000,00 Per Thousand Face Bricks Delivered To Site And Pointed With Ruled-In Vertical And Horizontal Joints ","H3"]
[]
[17,"Extra over ordinary brickwork for face brickwork.","m2",44,null,0]
[]
[null,"PLUMBING","H2"]
[]
[null,"Water Storage Tanks","H3"]
[]
[18,"5000 Litre Polyethylene water storage tank complete with lid and setting in position on concrete base (elsewhere) including tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secured to base.","No",4,null,0]
[]
[null,"TAPS","H2"]
[]
[null,"Lockable tap cover provided with padlock ","H3"]
[]
[19,"Water tank taps with padlock.","No",4,null,0]
[]
[{"$nulls":5},0]
[]
[null,"SECTION NO. 4","H1"]
[]
[null,"BILL NO. 2","H1"]
[]
[null,"EXTERNAL WORKS - OTHER BUILDINGS","H1"]
[]
[null," GENERAL SITE WORKS  ","H3"]
[]
[null,"All excavations are measured as being in \"earth\" and/or filling compacted to 93% modified AASHTO density","H3"]
[]
[null,"Descriptions of excavations shall be deemed to include for setting aside surplus excavated material in spoil heaps for use as filling or for depositing within 150m of the perimeter of the excavations and spreading and roughly levelling as directed, as well as for increase in bulk and multiple handling of excavated material caused by the Contractor's method of operation","H4"]
[]
[null,"Open face excavation in earth over sloping site ","H4"]
[]
[null,"PARKING AND PAVING ","H3"]
[]
[null,"All excavations are measured as being in \"earth\" and/or filling compacted to 93% modified AASHTO density","H4"]
[]
[null,"Descriptions of excavations shall be deemed to include for setting aside surplus excavated material in spoil heaps for use as filling or for depositing within 150m of the perimeter of the excavations and spreading and roughly levelling as directed, as well as for increase in bulk and multiple handling of excavated material caused by the Contractor's method of operation","H4"]
[]
[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 and for bulking","H4"]
[]
[null,"EARTHWORKS ","H3"]
[]
[null,"RAINWATER TANKS AND STANDS","H2"]
[]
[null,"Excavations, Filling, Etc ","H3"]
[]
[1,"Cut & borrow to fill excavation in earth to make up levels in roads compacted in layers not exceeding 150mm thick to 95%modified AASHTO density","m3",416,null,0]
[]
[2,"Extra over all excavations for carting away surplus material from excavations and/or from stockpiles on site to a dumping site to be located by the Contractor  ","m3",125,null,0]
[]
[3,"Extra over open face excavations in earth for excavations in soft rock","m3",62,null,0]
[]
[4,"Extra over open face excavations in earth for excavations in hard rock","m3",21,null,0]
[]
[5,"Allow for keeping excavations free of all water other than subterranean water Filling, etc. ","Item",1,null,0]
[]
[6,"Selected layer imported natural gravel material (minimum G5  material to TRH14) supplied by the Contractor and brought onto site from commercial sources in filling under paving, etc compacted in layers not exceeding 150mm thick to 95%  modified AASHTO density ","m3",238,null,0]
[]
[7,"Sub Base layer of imported natural gravel material (minimum C4 material to TRH14) supplied by the Contractor and brought onto site from commercial sources and compacted to 95% modified AASHTO density and process subbase material with 3% cement","m3",178,null,0]
[]
[8,"Excavate in earth for trenches","m3",8,null,0]
[]
[9,"Allow for keeping excavations free from water. ","Item",8,null,0]
[]
[10,"Earth filling (G5), selected and supplied by the Contractor, deposited in layers not exceeding 150mm thick, watered and consolidated to 95% modified AASHTO density under floors, etc. ","m3",27,null,0]
[]
[11,"Clean, dry, sand filling, selected and supplied, deposited, watered and consolidated in 50mm thick blinding layer under floors, etc. ","m3",2,null,0]
[]
[12,"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 90% Mod AASHTO density","m2",45,null,0]
[]
[13,"Tricate weed killer in proportion 168kg to 1124 litres of water per hectare plus Agrol 90 sprayed onto surfaces of ground under floors, etc. ","m2",45,null,0]
[]
[null,"STABILIZATION","H3"]
[]
[14,"Chemical stabilization extra over unstabilized compacted layer with Grade 32,5N Type CEM ii upto 3% ","t",13,null,0]
[]
[15,"25mm Thick clean, dry, river sand layer treated with an  approved weed killer at the rate of 50 grams per square metre, spread and levelled to receive paving blocks (elsewhere)  ","m3",30,null,0]
[]
[16,"Tests to determine the degree of compaction, etc. of ground or filling  ","No",356,null,0]
[]
[null,"PRECAST CONCRETE ","H3"]
[]
[17,"60mm Thick 35MPa precast concrete interlocking block paving of 220 x 97mm grey paving blocks in accordance with SABS Specification 1058 and laid to falls in herringbone bond on sand layer (elsewhere) with joints filled in with sand and vibrated, including all cutting ","m2",1188,null,0]
[]
[18,"Precast concrete semi vertical kerbing to SABS 927 Fig. 7 in 1000mm lengths with 10mm wide butt joints filled in with (2:1) cement mortar and pointed with grooved half round joints and10mm wide open butt joints at 5000mm centres including 15MPa/19mm mass concrete bedding size 50mm thick x 300mm wide, 20MPa/19mm mass concrete haunching size 225mm long x 225mm high x 150mm thick at joints, any necessary excavation, formwork, etc. and backfilling at back of kerbs, topsoiled and levelled to adjacent surfaces ","m",763,null,0]
[]
[null,"TESTING ","H2","0.0"]
[]
[19,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Consultant within 24 hours of the tests being completed. ","No",12,null,0]
[]
[null,"Reinforced Cement Concrete (25MPa) In ","H3"]
[]
[20,"Footings. ","m3",8,null,0]
[]
[21,"Cement concrete in water tank stands and raft slabs cast in panels not exceeding 6m2. ","m3",14,null,0]
[]
[null,"Fabric Reinforcement To Concrete Work ","H3"]
[]
[22,"High tensile steel mesh Ref. 245 to concrete walkways, slabs, etc. ","m2",45,null,0]
[]
[23,"High tensile steel mesh Ref. 500 to concrete walkways, slabs, etc. ","m2",45,null,0]
[]
[null,"Sundries ","H3"]
[]
[24,"Float top of concrete, to falls, with a wood float and finish with a brushed non-skid surface whilst concrete still green with the addition of 2.1 sand and cement as necessary. ","m2",45,null,0]
[]
[null,"Rough Formwork To ","H3"]
[]
[25,"Edges, risers, ends and reveals not exceeding 300mm high or wide. ","m",65,null,0]
[]
[null,"Brickwork In Clay Bricks In Cement Mortar In ","H3"]
[]
[26,"One brick wall. ","m2",65,null,0]
[]
[null,"BRICK REINFORCEMENT:","H2"]
[]
[27,"150mm Wide reinforcement built in horizontally","m",254,null,0]
[]
[null,"ONE LAYER 375MICRON EMBOSSED DAMPPROOF SHEETING","H2"]
[]
[28,"Under surface beds. ","m2",45,null,0]
[]
[null,"FACE BRICKWORK","H2"]
[]
[null,"Allow The Prime Cost Of R 8000,00 Per Thousand Face Bricks Delivered To Site And Pointed With Ruled-In Vertical And Horizontal Joints ","H3"]
[]
[29,"Extra over ordinary brickwork for face brickwork.","m2",39,null,0]
[]
[null,"PLUMBING","H2"]
[]
[null,"Water Storage Tanks","H3"]
[]
[30,"5000 Litre Polyethylene water storage tank complete with lid and setting in position on concrete base (elsewhere) including tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secured to base.","No",8,null,0]
[]
[null,"TAPS","H2"]
[]
[null,"Lockable tap cover provided with padlock ","H3"]
[]
[31,"Water tank taps with padlock.","No",8,null,0]
[]
[null,"WELDED SECURITY FENCING","H2"]
[]
[null,"ClearVu similar approved Category 3 Security Fencing System, Black colour","H3"]
[]
[32,"Fencing comprising of steel mesh panels size 3297 x 2400mm high at 3382mm centres, 4mm diameter hot dipped galvanised wire with aperture size 76,2mm x 12.7mm, panels to be reinforced with 4 x 50mm \"V\" recessed bands with 2 x 75mm 70 degre flanges along sides, including posts cast into 600mm deep x 400mm wide 15Mpa concrete base on one side, posts 85 x 45mm tapered, hot dipped galvanised and polymetic 6000 coated, including all single and double bolt comb clamps galvanised and polymetic 6000 coated and antivandal galvanised bolts, the fence fitted with anti-climb comprising of 100mm high galvanised \"shark tooth\" type spike rails, bolted to 50mm wide ClearVu mesh flange bent along fence on top, fitted with anti-burrow comprising of 500mm ripper flatwrap at the bottom, all installed according to manufacturer's instructions and specifications, suitable for coastal areas","m",543,null,0]
[]
[null,"ClearVu Gate and Posts, etc. ","H3"]
[]
[33,"Clearview Sliding Gate 2400mmx2400mm Complete with posts including all accessories and installed in accordance with manufacturer's instructions   , ","No",1,null,0]
[]
[null,"PRECAST CONCRETE ","H3"]
[]
[34,"60mm Thick 35MPa precast concrete interlocking block paving of 220 x 97mm grey paving blocks in accordance with SABS Specification 1058 and laid to falls in herringbone bond on sand layer (elsewhere) with joints filled in with sand and vibrated, including all cutting ","m2",1188,null,0]
[]
[35,"Precast concrete semi vertical kerbing to SABS 927 Fig. 7 in 1000mm lengths with 10mm wide butt joints filled in with (2:1) cement mortar and pointed with grooved half round joints and10mm wide open butt joints at 5000mm centres including 15MPa/19mm mass concrete bedding size 50mm thick x 300mm wide, 20MPa/19mm mass concrete haunching size 225mm long x 225mm high x 150mm thick at joints, any necessary excavation, formwork, etc. and backfilling at back of kerbs, topsoiled and levelled to adjacent surfaces ","m",763,null,0]
[]
[null,"STORMWATER DRAINAGE","H3"]
[]
[null,"All excavations are measured as being in \"earth\" and/or filling compacted to 98% modified AASHTO density","H4"]
[]
[null,"Mass concrete with a coarse aggregate of 19mm and a  minimum compressive strength of 30MPa at 28 days  ","H4"]
[]
[36,"V-shaped channel 1500mm wide x 150mm thick concrete lining with rounded salient edges and wood float finish on exposed surfaces, laid to falls in panels not exceeding 1800mm long with 12mm bitumen impregnated soft board movement joints, including all necessary excavation and formwork  (Refer to  Civil Engineers. Details KZN/RT/RNT/SC/W002  Typical detail for unlined and lined trapezoidal stormwater drains)","m",100,null,0]
[]
[null,"EARTHWORKS","H3"]
[]
[37,"Excavation exceeding 1m and not exceeding 2m deep for pipe  trenches","m3",131,null,0]
[]
[38,"Selected sand filling supplied by the contractor in bedding under and filling around pipes","m3",7,null,0]
[]
[39,"600mm Diameter concrete pipes Class 50D concrete pipes with interlocking joints ","m",66,null,0]
[]
[40,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 95% Mod AASHTO density ","m3",87,null,0]
[]
[41,"Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 95% Mod AASHTO density ","m3",81,null,0]
[]
[{"$nulls":5},0]
[]
[1,"Ablutions","Page",116,0,0]
[]
[2,"Other Buildings","Page",124,0,0]
[]
[{"$nulls":5},0]
[]
[]
[1,"PRELIMINARIES","Page",50,0,0]
[]
[2,"ABLUTIONS","Page",76,0,0]
[]
[3,"OTHER BUILDINGS","Page",113,0,{"v":2254002,"d":"R2,254,002.00"}]
[]
[4,"EXTERNAL WORKS","Page",125,0,0]
[]
[null,"SUBTOTAL BUILDING WORKS","ST","0.00",null,{"v":2254002,"d":"R2,254,002.00"}]
[]
[null,"CONTINGENCIES AT 5%","Item",{"v":0.05,"d":"5%"},null,0]
[]
[null,"SUBTOTAL INCLUDING CONTINGENCIES","ST",null,null,{"v":2254002,"d":"R2,254,002.00"}]
[]
[null,"Add VAT @15%","TAX","15.00",null,{"v":338100.3,"d":"R338,100.30"}]
[]
[{"$nulls":5},{"v":2592102.3,"d":"R2,592,102.30"}]