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["PAGE NO","ITEM NO","DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[1,null,"SECTION No. 1 - PRELIMINARIES","H1",0]
[]
[1,null,"BILL NO. 1","H2",0]
[]
[1,null,"PRELIMINARIES","H2",0]
[]
[1,null,"MEANING OF TERMS \"TENDER / TENDERER\"","H2",0]
[]
[1,null,"Any reference to the words \"Tender\" or \"Tenderer\" herein and/or in any other documentation shall be construed to have the same meaning as the words \"Bid\" or \"Bidder\"",null,0]
[]
[1,null,"PRELIMINARIES","H2",0]
[]
[1,null,"The JBCC Preliminaries Code 2103, May 2005 edition for use with 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 contract such modifications or corrections as are necessary are given under each relevant clause. Where an item is not relevant to this specific contract such item is marked \"N/A\" signifying \"Not Applicable\"",null,0]
[]
[1,null,"PRICING OF PRELIMINARIES","H2",0]
[]
[1,null,"Should Option A, as set out in clause B10.3.1 hereinafter be used for the adjustment of preliminaries then each item priced is to be allocated to one or more of the three categories Fixed, Value Related or Time Related and the respective amounts entered in the spaces provided under each item",null,0]
[]
[1,null,"Items not priced in these Preliminaries shall be deemed to be included elsewhere in these Bills of Quantities",null,0]
[]
[2,null,"SECTION A: JBCC PRINCIPAL BUILDING AGREEMENT","H2",0]
[]
[2,null,"DEFINITIONS","H2",0]
[]
[2,1,"A1.0   ","DEFINITIONS AND INTERPRETATIONClause 1.0  Clause 1.1 Definition of \"Commencement Date\" is added:","CONT",0]
[]
[2,null,"COMMENCEMENT DATE means the date that the agreement, made in terms of the Form of Offer and Acceptance, comes into effect","CONT",0]
[]
[2,null,"Clause 1.1 Definition of \"Construction Guarantee\" is amended by replacing it with the following:","CONT",0]
[]
[2,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","CONT",0]
[]
[2,null,"Clause 1.1 Definition of \"Construction Period\" is amended by replacing it with the following:","CONT",0]
[]
[2,null,"CONSTRUCTION PERIOD means the period commencing on the commencement date and ending on the date of practical completion","CONT",0]
[]
[2,null,"Clause 1.1 Definition of \"Corrupt Practice\" is added:","CONT",0]
[]
[2,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","CONT",0]
[]
[2,null,"Clause 1.1 Definition of \"Fraudulent Practice\" is added:","CONT",0]
[]
[2,null,"FRAUDULENT PRACTICE means a mispresentation 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","CONT",0]
[]
[3,null,"Clause 1.1 Definition of \"Interest\" is amended by replacing it with the following:","CONT",0]
[]
[3,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)","CONT",0]
[]
[3,null,"Clause 1.1 Definition of \"Principal Agent\" is amended by replacing it with the following:","CONT",0]
[]
[3,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","CONT",0]
[]
[3,null,"Clause 1.1 Definition of \"Security\" is amended by replacing it with the following:","CONT",0]
[]
[3,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","CONT",0]
[]
[3,null,"Clause 1.6 is amended by replacing the words \"prepaid registered post, telefax or e-mail\" with \"prepaid registered post or telefax\"","CONT",0]
[]
[3,null,"Clause 1.6.4 is amended by replacing it with the following:","CONT",0]
[]
[3,null,"No clause  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[3,null,"OBJECTIVE AND PREPARATION","H2",0]
[]
[3,1,"A2.0","OFFER, ACCEPTANCE AND PERFORMANCE  Clause 2.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[4,1,"A3.0","DOCUMENTS ","Clause 3.0Clause 3.2.1 is amended by replacing\"14.1\" with \"14.0\"Clause 3.7 is amended by the addition of the following:  The contractor shall supply and keep a copy of the JBCC Series 2000 Principal Building Agreement and Preliminaries applicable to this contract on the site, to which the employer, principal agent and agents shall have access at all timesClause 3.10 is amended by replacing the second reference to \"principal agent\" with the word \"employer\" ","Fixed:____________ Value related:____________ Time related:____________","Item"]
[]
[4,2,"A4.0","DESIGN RESPONSIBILITY ","Clause 4.0Clause 4.3 is amended by replacing it with the following:No clause","Fixed:____________ Value related:____________ Time related:____________","Item"]
[]
[4,3,"A5.0","EMPLOYER'S AGENTS Clause 5.0 Clause 5.1.2 is amended to include clauses 32.6.3, 34.3, 34.4 and 38.5.8 Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[4,4,"A6.0","SITE REPRESENTATIVE Clause 6.0 Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[5,1,"A7.0","COMPLIANCE WITH REGULATIONS Clause 7.0 ","Note: A separate clause has been included in Section C : Specific Preliminaries of the bills of quantities / lump sum document 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 SpecificationFixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[5,2,"A8.0","WORKS RISK Clause 8.0 Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[5,3,"A9.0","INDEMNITIES Clause 9.0 Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[5,4,"A10.0","WORKS INSURANCES Clause 10.0 Clause 10.0 is amended by the addition of the following clauses:","CONT",0]
[]
[5,null,"10.5 Damage to the Works  (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","CONT",0]
[]
[6,null,"(b)","The contractor shall at all times proceed immediately to remove or dispose of any debris arising from damage to or destruction of the works and to rebuild, restore, replace and/or repair the works","CONT",0]
[]
[6,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","CONT",0]
[]
[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","CONT",0]
[]
[6,null,"10.6 Injury to Persons or loss of or damage to Properties  (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 statute, consequent upon personal injuries to or the 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","CONT",0]
[]
[6,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","CONT",0]
[]
[7,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","CONT",0]
[]
[7,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","CONT",0]
[]
[7,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","CONT",0]
[]
[7,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","CONT",0]
[]
[7,null,"10.7 High risk insurance 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:","CONT",0]
[]
[8,null,"10.7.1 Damage to the works  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","CONT",0]
[]
[8,null,"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","CONT",0]
[]
[8,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 statute, 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","CONT",0]
[]
[8,null,"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 occurred during the period of the contract","CONT",0]
[]
[8,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","CONT",0]
[]
[9,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 Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[9,1,"A11.0","LIABILITY INSURANCES  Clause 11.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[9,2,"A12.0","EFFECTING INSURANCES  Clause 12.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[9,3,"A13.0","No clause","N/A",0]
[]
[9,4,"A14.0","SECURITY  Clause 14.0  Clauses 14.1 - 14.8 are amended by replacing them with the following:","CONT",0]
[]
[9,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 a payment reduction of five per cent (5%) of the value certified in the payment certificate (excluding VAT)","CONT",0]
[]
[9,null,"14.1.1 The payment reduction of the value certified in a payment certificate shall be mutatis mutandi in terms of 31.8(A)","CONT",0]
[]
[10,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","CONT",0]
[]
[10,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 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","CONT",0]
[]
[10,null,"14.3 Where security as a cash deposit of ten per cent (10%) of the contract sum (excluding VAT) has been selected:","CONT",0]
[]
[10,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","CONT",0]
[]
[10,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","CONT",0]
[]
[10,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","CONT",0]
[]
[10,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","CONT",0]
[]
[11,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 to the contractor","CONT",0]
[]
[11,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","CONT",0]
[]
[11,null,"14.4 Where security as a variable construction guarantee of ten percent (10%) of the contract sum (excluding VAT) has been selected:","CONT",0]
[]
[11,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","CONT",0]
[]
[11,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","CONT",0]
[]
[11,null,"14.4.3 The employer shall return the variable construction guarantee to the contractor within fourteen (14) calendar days of it expiring","CONT",0]
[]
[11,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","CONT",0]
[]
[11,null,"14.5 Where security as a fixed construction guarantee of five per cent (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:","CONT",0]
[]
[11,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)","CONT",0]
[]
[11,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","CONT",0]
[]
[12,null,"14.5.3 The employer shall return the fixed construction guarantee to the contractor within fourteen (14) calendar days of it expiring","CONT",0]
[]
[12,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","CONT",0]
[]
[12,null,"14.5.5 Where the employer has a 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","CONT",0]
[]
[12,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:","CONT",0]
[]
[12,null,"14.6.1 The contractor shall furnish the employer with a cash deposit equal in value to five per cent (5%) of the contract sum (excluding VAT) within twenty-one (21) calendar days from commencement date","CONT",0]
[]
[12,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","CONT",0]
[]
[12,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)","CONT",0]
[]
[12,null,"14.6.4 Where the employer has a 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","CONT",0]
[]
[12,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:","CONT",0]
[]
[12,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)","CONT",0]
[]
[13,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","CONT",0]
[]
[13,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","CONT",0]
[]
[13,null,"14.9 Should the contractor fail to furnish the security in terms of 14.2, the employer, in his sole discretion and without notification to the contractor, is entitled to change the contractor's selected form of security to that of a ten per cent (10%) payment reduction of the value certified in the payment certificate (excluding VAT), whereafter 14.7 shall be applicable  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[13,null,"EXECUTION","H2",0]
[]
[13,1,"A15.0","PREPARATION FOR AND EXECUTION OF THE WORKS  Clause 15.0  Clause 15.1.1 is amended by replacing it with:  No clause  Clause 15.1.2 is amended by replacing it with:  The security selected in terms of 14.0","CONT",0]
[]
[13,null,"Clause 15.1 is amended by the addition of the following clause:  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","CONT",0]
[]
[13,null,"Clause 15.2.1 is amended by replacing it with the following clause:","CONT",0]
[]
[14,null,"Give the contractor possession of the site within ten (10) working days of the contractor complying with the terms of 15.1.4  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[14,1,"A16.0","ACCESS TO THE WORKS  Clause 16.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[14,2,"A17.0","CONTRACT INSTRUCTIONS  Clause 17.0  Clause 17.1.11 is amended by deleting the words \"and the appointment of nominated and selected subcontractors\"  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[14,3,"A18.0","SETTING OUT OF THE WORKS  Clause 18.0  Fixed: ____________   Value related:____________ Time related:____________","Item",0]
[]
[14,4,"A19.0","ASSIGNMENT  Clause 19.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[15,1,"A20.0","NOMINATED SUBCONTRACTORS  Clause 20.0  Clause 20.1.3 is amended by replacing it with the following:  No clause  Note: See item B9.1 hereinafter for adjustment of attendance on nominated subcontractors executing work allowed for under provisional sums  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[15,2,"A21.0","SELECTED SUBCONTRACTORS  Clause 21.0  Clause 21 is amended by replacing it with:  No clause  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[15,3,"A22.0","EMPLOYER'S DIRECT CONTRACTORS  Clause 22.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[15,4,"A23.0","CONTRACTOR'S DOMESTIC SUBCONTRACTORS  Clause 23.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[16,null,"COMPLETION","H2",0]
[]
[16,1,"A24.0","PRACTICAL COMPLETION  Clause 24.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[16,2,"A25.0","WORKS COMPLETION  Clause 25.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[16,3,"A26.0","FINAL COMPLETION  Clause 26.0  Clause 26.1.2 is amended by inserting \"#\" next to 26.1.2  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[16,4,"A27.0","LATENT DEFECTS LIABILITY PERIOD  Clause 27.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[16,5,"A28.0","SECTIONAL COMPLETION  Clause 28.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[17,1,"A29.0","REVISION OF DATE FOR PRACTICAL COMPLETION  Clause 29.0  Clause 29.2.5 is amended by replacing it with:  No clause  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[17,2,"A30.0","PENALTY FOR NON-COMPLETION  Clause 30.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[17,null,"PAYMENT","H2",0]
[]
[17,3,"A31.0","INTERIM PAYMENT TO THE CONTRACTOR  Clause 31.0","CONT",0]
[]
[17,null,"Clause 31.5.2 is amended by replacing \"14.7.1\" with \"14.0\"","CONT",0]
[]
[17,null,"Clause 31.8 is amended by replacing it with the following two alternative clauses:","CONT",0]
[]
[17,null,"Alternative A  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:","CONT",0]
[]
[17,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","CONT",0]
[]
[17,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","CONT",0]
[]
[18,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","CONT",0]
[]
[18,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","CONT",0]
[]
[18,null,"Alternative B","CONT",0]
[]
[18,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:","CONT",0]
[]
[18,null,"31.8(B).1 Ninety per cent (90%) of such value in interim payment certificates issued up to the date of practical completion","CONT",0]
[]
[18,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","CONT",0]
[]
[18,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","CONT",0]
[]
[18,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","CONT",0]
[]
[18,null,"Clause 31.12 is amended by deleting the following:","CONT",0]
[]
[18,null,"Payment shall be subject to the employer giving the contractor a tax invoice for the amount due  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[19,1,"A32.0","ADJUSTMENT TO THE CONTRACT VALUE  Clause 32.0  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:  \"due to no fault of the contractor\"  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[19,2,"A33.0","RECOVERY OF EXPENSE AND LOSS  Clause 33.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[19,3,"A34.0","FINAL ACCOUNT AND FINAL PAYMENT  Clause 34.0  Clause 34.1 is amended by removing \"#\" next to 34.1  Clause 34.2 is amended by inserting \"#\" next to 34.2  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\"  Clause 34.13 is amended by replacing \"seven (7) calendar 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\"  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[19,4,"A35.0","PAYMENT TO OTHER PARTIES  Clause 35.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[20,null,"CANCELLATION","H2",0]
[]
[20,1,"A36.0","CANCELLATION BY EMPLOYER - CONTRACTOR'S DEFAULT ","  Clause 36.0  Clause 36.1 is amended by the addition of the following clauses:  36.1.3 refuses or neglects to comply strictly with any of the conditions of contract  36.1.4 estate being sequestrated, liquidated or surrendered in terms of the insolvency laws in force within the Republic of South Africa  36.1.5 in the judgement of the employer, has engaged in corrupt or fraudulent practices in competing for or in executing the contract  Clause 36.3 is amended by removing the reference to \"No clause\" and replacing the words \"principal agent\" with \"employer\"","CONT",0]
[]
[20,null,"Clause 36.0 is amended by the addition of the following clause:","CONT",0]
[]
[20,null,"36.7 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  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[20,2,"A37.0","CANCELLATION BY EMPLOYER - LOSS AND DAMAGE  Clause 37.0  Clause 37.3.5 is amended by replacing \"ninety (90)\" with \"one hundred and twenty (120)\"","CONT",0]
[]
[21,null,"Clause 37.0 is amended by the addition of the following clause:  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  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[21,1,"A38.0","CANCELLATION BY CONTRACTOR - EMPLOYER'S DEFAULT  Clause 38.0  Clause 38.5.4 is amended by replacing \"ninety (90)\" with \"one hundred and twenty (120)\"  Clause 38.0 is amended by the addition of the following clause:","CONT",0]
[]
[21,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  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[22,1,"A39.0","CANCELLATION - CESSATION OF THE WORKS  Clause 39.0  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\"  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[22,null,"DISPUTE","H2",0]
[]
[22,2,"A40.0","DISPUTE SETTLEMENT Clause 40.0 ","Clause 40.2.2 is amended by replacing \"one (1) year\" with \"three (3) years\"  Clause 40.6 is amended by removing the reference to:  No clause ","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 "]
[]
[22,null,"SUBSTITUTE PROVISIONS","H2",0]
[]
[22,3,"A41.0","STATE CLAUSES  Clause 41.0  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[23,null,"CONTRACT VARIABLES","H2",0]
[]
[23,1,"A42.0","THE SCHEDULE (DPW-04EC)  Clause 42.0  Tenderers are referred to the Contract Data DPW-04(EC) for variables pertaining to this contract  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,null,"SECTION B: JBCC PRELIMINARIES","H1",0]
[]
[24,null,"B1.0","DEFINITIONS AND INTERPRETATION","H2",0]
[]
[24,1,"B1.1","Definitions and interpretation  See also clause A1.0 of Section A for additional and/or amended definitions which shall apply equally to this Section  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,null,"B2.0","DOCUMENTS","H2",0]
[]
[24,2,"B2.1","Checking of documents  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,3,"B2.2","Provisional bills of quantities  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,4,"B2.3","Availability of construction documentation  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,5,"B2.4","Interests of agents  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,6,"B2.5","Priced documents  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[24,7,"B2.6","Tender submission  Clause 2.6 is amended by replacing \"JBCC Form of Tender\" with \"Form of Offer and Acceptance DPW-07(EC)\"  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,null,"B3.0","THE SITE","H2",0]
[]
[25,1,"B3.1","Defined works area  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,2,"B3.2","Geotechnical investigation  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,3,"B3.3","Inspection of the site  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,4,"B3.4","Existing premises occupied  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,5,"B3.5","Previous work - dimensional accuracy  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,6,"B3.6","Previous work - defects  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,7,"B3.7","Services - known  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,8,"B3.8","Services - unknown  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,9,"B3.9","Protection of trees  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[25,10,"B3.10","Articles of value  Fixed:____________ Value related:____________ Time related:___________","Item",0]
[]
[26,1,"B3.11","Inspection of adjoining properties  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,null,"B4.0","MANAGEMENT OF CONTRACT","H2",0]
[]
[26,2,"B4.1","Management of the works  Fixed:____________ Value related:____________ Time related: R ____________","Item",0]
[]
[26,3,"B4.2","Programme for the works  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,4,"B4.3","Progress meetings  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,5,"B4.4","Technical meetings  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,6,"B4.5","Labour and plant records  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,null,"B5.0","SAMPLES, SHOP DRAWINGS AND MANUFACTURERS’ INSTRUCTIONS","H2",0]
[]
[26,7,"B5.1","Samples of materials  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,8,"B5.2","Workmanship samples  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[26,9,"B5.3","Shop drawings  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,1,"B5.4","Compliance with manufacturers' instructions  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,null,"B6.0","TEMPORARY WORKS AND PLANT","H2",0]
[]
[27,2,"B6.1","Deposits and fees  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,3,"B6.2","Enclosure of the works  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,4,"B6.3","Advertising  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,5,"B6.4","Plant, equipment, sheds and offices  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,6,"B6.5","Main notice board  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,7,"B6.6","Subcontractors' notice board  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,null,"B7.0","TEMPORARY SERVICES","H2",0]
[]
[27,8,"B7.1","Location  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[27,9,"B7.2","Water  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,1,"B7.3","Electricity  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,2,"B7.4","Telecommunication facilities  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,3,"B7.5","Ablution facilities  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,null,"B8.0","PRIME COST AMOUNTS","H2",0]
[]
[28,4,"B8.1","Responsibility for prime cost amounts  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,null,"B9.0","ATTENDANCE ON N/S SUBCONTRACTORS","H2",0]
[]
[28,5,"B9.1","General attendance  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,6,"B9.2","Special attendance  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,7,"B9.3","Commissioning - fuel, water and electricity  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[28,null,"B10.0","FINANCIAL ASPECTS","H2",0]
[]
[28,8,"B10.1","Statutory taxes, duties and levies  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,1,"B10.2","Payment for preliminaries  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,2,"B10.3","Adjustment of preliminariesClauses B10.3.1 and B10.3.2 are amended by replacing \"within fifteen (15) working days of taking possession of the site\" with \"when submitting his priced bills of quantities / lump sum document\" Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,3,"B10.4","Payment certificate cash flow  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,null,"B11.0","GENERAL","H2",0]
[]
[29,4,"B11.1","Protection of the works  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,5,"B11.2","Protection / isolation of existing / sectionally occupied works  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,6,"B11.3","Security of the works  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,7,"B11.4","Notice before covering work  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[29,8,"B11.5","Disturbance  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,1,"B11.6","Environmental disturbance  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,2,"B11.7","Works cleaning and clearing  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,3,"B11.8","Vermin  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,4,"B11.9","Overhand work  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,5,"B11.10","Instruction manuals and guarantees  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,6,"B11.11","As built information  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,7,"B11.12","Tenant installations  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,null,"B12.0","SCHEDULE OF VARIABLES","H2",0]
[]
[30,8,"B12.1","Schedule of variables  Fixed:____________ Value related:____________ Time related:____________","Item",0]
[]
[30,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",null,0]
[]
[31,null,"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 annexed hereto and cross-referenced to the applicable clause of the schedule. Key cross reference clauses are italicised in [ ] brackets",null,0]
[]
[31,null,12.1,"PRE-TENDER INFORMATION  12.1.1","Provisional bills of quantities [2.2]","The quantities are provisional",{"$nulls":3},"2019-09-19T11:34:11"]
[]
[31,null,"12.1.2","Availability of construction documentation [2.3]","Construction documentation is complete",null,null,"2019-09-19T11:34:11"]
[]
[31,null,"12.1.3","Interests of agents [2.4]","Details: ",null,0]
[]
[31,null,"12.1.4","Defined works area [3.1]","Details: ",null,0]
[]
[31,null,"12.1.5","Geotechnical investigation [3.2]","Details: ",null,0]
[]
[31,null,"12.1.6","Existing premises occupied [3.4]","Specific requirements: ",null,0]
[]
[31,null,"12.1.7","Previous work - dimensional accuracy [3.5]","Details: ",null,0]
[]
[31,null,"12.1.8","Previous work - defects [3.6]","Details: ",null,0]
[]
[31,null,"12.1.9","Services - known [3.7]","Details: ",null,0]
[]
[31,null,"12.1.10","Protection of trees [3.9]","Specific requirements: ",null,0]
[]
[32,null,"12.1.11","Inspection of adjoining properties [3.11]","Specific requirements: ",null,0]
[]
[32,null,"12.1.12","Enclosure of the works [6.2]","Specific requirements: ",null,0]
[]
[32,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 electric 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"]
[]
[32,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 as type Drawing GEN 063, 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, where 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"]
[]
[32,null,"12.1.15","Subcontractors' notice board [6.6]","A notice board is required",{"$nulls":4},"2019-09-19T11:34:11"]
[]
[33,null,"12.1.16","Water [7.2]","Option A (by contractor)",null,null,"Option C (by employer - metered)",{"$nulls":3},"                                                             YES",null,0,{"$nulls":4},"2019-09-19T11:34:11"]
[]
[33,null,"12.1.17","Electricity [7.3]","Option A (by contractor)",null,null,"Option C (by employer - metered)",{"$nulls":3},"                                                              YES",null,0,{"$nulls":4},"2019-09-19T11:34:11"]
[]
[33,null,"12.1.18","Telecommunications[7.4]","Telephone",{"$nulls":5},"                                                              YES","E-mail",{"$nulls":7},"                                                              YES",null,0,{"$nulls":4},"2019-09-19T11:34:11"]
[]
[33,null,"12.1.19","Ablution facilities [7.5]","Option A (by contractor)",{"$nulls":3},"                                                               NO",null,0,{"$nulls":4},"2019-09-19T11:34:11"]
[]
[34,null,"12.1.20","Protection of existing/sectionally occupied works [11.2]","Protection is required",{"$nulls":4},"2019-09-19T11:34:11"]
[]
[34,null,"12.1.21","Special attendance [9.2]","Subcontractor (1) details:   ","Subcontractor (2) details:   ","Subcontractor (3) details:   "]
[]
[34,null,"12.1.22","Protection of the works [11.1]","Specific requirements: ",null,0]
[]
[34,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"]
[]
[34,null,"12.1.24","Environmental disturbance [11.6]","Specific requirements: ",null,0]
[]
[34,null,12.2,"POST-TENDER INFORMATION",null,0]
[]
[34,null,"12.2.1","Payment of preliminaries [10.2]","Option A (prorated)",{"$nulls":4},"                                                              YES",null,0,{"$nulls":4},"2019-09-19T11:34:11"]
[]
[35,null,"12.2.2","Adjustment of preliminaries [10.3]","Option A (three categories)",null,null,"                                                              YES",null,0,{"$nulls":4},"2019-09-19T11:34:11"]
[]
[35,null,"12.2.3","Additional agreed preliminaries items ","Details: ",null,0]
[]
[36,null,"SECTION C: SPECIFIC PRELIMINARIES","H1",0]
[]
[36,null,"Section C contains specific preliminary items which apply to this contract except where N/A (Not Applicable) appears against an item",null,0]
[]
[36,1,"C1.0","CONTRACT DRAWINGS* Select relevant paragraph and delete whichever is not applicable depending on whether the contract is based on a bills of quantities or lump sum document* 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 agentFixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[36,2,"C2.0","GENERAL PREAMBLES  The document \"Specification of Materials and Methods to be used - PW371 - A Edition 2.0 - Construction Works: Specifications, General Specification\" as published by the Department of Public Works (2nd Edition July 2013)\" is obtainable on the Department's website (http://www.publicworks.gov.za/ under \"Consultants Guidelines\"), and shall be read in conjunction with the bills of quantities / lump sum document and be referred to for the full descriptions of work to be done and materials to be used  Fixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[37,1,"C3.0","TRADE NAMESWherever a trade name for any product has been described in the bills of quantities / lump sum document, the tenderer's attention is drawn to the fact that any other product of equal quality may be used subject to the written approval of the principal agent being obtained prior to the closing date for submission of tenders If prior written approval for an alternative product is not obtained, the product described shall be deemed to have been tendered forFixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[37,2,"C4.0","IMPORTED MATERIALS AND EQUIPMENT  Where imported items are listed in the tender documents, the tenderer shall provide all the information called for, failing which the price of any such item, materials or equipment shall be excluded from currency fluctuations. (refer to Schedule of Imported Materials and Equipment DPW-23(EC) to be completed by tenderer)  Notwithstanding any provisions elsewhere regarding the adjustment of contract prices, the price of any item, material or equipment listed in terms of this clause shall be excluded from the Contract Price Adjustment Provisions (if applicable)  Fixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[37,3,"C5.0","VIEWING THE SITE IN SECURITY AREAS  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  Fixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[38,1,"C6.0","COMMENCEMENT OF WORKS IN SECURITY AREAS  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  Fixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[38,2,"C7.0","ENTRANCE PERMITS TO SECURITY AREAS  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  Fixed: ____________ Value related:____________ Time related:____________","Item",0]
[]
[38,3,"C8.0","SECURITY CHECK OF PERSONNEL  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  Fixed:____________ Value related:_____________ Time related:____________","Item",0]
[]
[39,1,"C9.0","PROHIBITION ON TAKING OF PHOTOGRAPHS  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 installation or any building or civil works thereon or to be in possession 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  Fixed:_____________ Value related:____________ Time related:______________","Item",0]
[]
[39,2,"C10.0","HIV/AIDS AWARENESS  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 deemed to be incorporated under this Section of the bills of quantities / lump sum document. 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 the only method of measurement and no additional items or extras to the contract in this regard shall be entertained  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 contractor shall not be entitled to any compensation of whatsoever nature, including interest, due to such delay of payment","CONT",0]
[]
[40,null,"C10.1","AWARENESS CHAMPION Selection, appointment, briefing and making available of an Awareness Champion including provision of all relevant services, all in accordance with the HIV/AIDS Specification Fixed:_____________ Value related:____________ Time related:______________","Item",0]
[]
[40,null,"C10.2","AWARENESS WORKSHOPS 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 multi-media techniques, including follow-up courses, making available all tuition material and performing assessment procedures, all in accordance with the HIV/AIDS Specification Fixed:_____________ Value related:____________ Time related:______________","Item",0]
[]
[40,null,"C10.3","POSTERS, BOOKLETS, VIDEOS, ETC. 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 Fixed:_____________ Value related:____________ Time related:______________","Item",0]
[]
[40,null,"C10.4","ACCESS TO CONDOMS 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  Fixed:_____________ Value related:____________ Time related:____________","Item",0]
[]
[41,null,"C10.5","MONITORING Monitoring HIV/AIDS awareness of workers, providing the principal agent with access to information including making available all reports, thoroughly completed and reflecting the correct information, for the duration of the construction period and close out, all in accordance with the HIV/AIDS Specification  Fixed:_____________ Value related:____________ Time related:______________","Item",0]
[]
[41,1,"C11.0","OCCUPATIONAL HEALTH AND SAFETY ACT  The contractor shall comply with all the requirements set out in the Construction Regulations, 2003 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, notwithstanding the provisions of clause A31.0 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 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 Safety 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 Fixed:_____________ Value related:____________ Time related:_____________ ","Item",0]
[]
[42,1,"C12.0","COVID 19 ADDITIONAL HEALTH AND SAFETY SPECIFICATION.  The contractor shall comply with all the requirements set out in the Construction Regulations, 2003 issued under the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) and the Disaster Management, 2002 (Act 57 of 2002)  It is required of the contractor to thoroughly study the Covid 19 Additional 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 Additional Covid 19 Occupational Health and Safety Act Requirements, Construction Regulations, Disaster Management Act and Health and Safety Specification is compulsory.  In the event of partial or total non-compliance, the principal agent, notwithstanding the provisions of clause A31.0 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 contractor shall not be entitled to any compensation of whatsoever nature, including interest, due to such delay of payment Provision for pricing of the Additional Covid 19 Occupational Health and Safety Act Requirements, Construction Regulations,Disaster Management Act and Health and Safety 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  The contractor is to price the Additional Covid Requirements bill of quantities attached at the back of this document (C1.2 OHS bill of quantities) and carry the amount to this section of work, failure to complete the attached bill of quantities will need to non compliance .  Fixed:_____________ Value related:____________ Time related:_____________ ","Item",0]
[]
[43,null,"PRELIMINARY AND GENERAL SUMMARY : NXELE JUNIOR SECONDARY SCHOOL : CARRIED FROM LOCATION P 1 WITH THE FOLLOWING BREAKDOWN :  FIXED  : _________________  TIME    : __________________  VALUE  : _________________  TOTAL  : __________________  NOTE : TOTAL AMOUNT TO BE CARRIED TO ITEM 1 PAGE 43 OF NXELE JUNIOR SECONDARY SCHOOL SECTION SUMMARY  ",null,0]
[]
[43,null,"PRELIMINARY AND GENERAL SUMMARY : MPAFANE JUNIOR SECONDARY SCHOOL : CARRIED FROM LOCATION P 2 WITH THE FOLLOWING BREAKDOWN :  FIXED  : _________________  TIME    : __________________  VALUE  : _________________  TOTAL  : __________________  NOTE : TOTAL AMOUNT TO BE CARRIED TO ITEM 2 PAGE 43 OF MPAFANE JUNIOR SECONDARY SCHOOL SECTION SUMMARY  ",null,0]
[]
[{"$nulls":4},0]
[]
[47,null,"SECTION No. 2 - NXELE JUNIOR SECONDARY SCHOOL","H1",0]
[]
[47,null,"BILL No. 01","H2",0]
[]
[47,null,"PRELIMINARIES AND GENERAL","H2",0]
[]
[47,null,"NOTE: SECTION NO.1 : PRELIMINARIES AND GENERAL : To be used as a pricing guide line for the requirements of each school in separate locations.  P1 : Nxele Junior Secondary School  ",null,0]
[]
[47,1,"The total to be carried from item Page 44 of the Preliminaries and General Section for P 3 : Nxele Junior Secondary School  Fixed: ________________  Time: _________________  Value :________________","Item",1]
[]
[{"$nulls":4},0]
[]
[48,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[48,null,"BILL No. 02","H2",0]
[]
[48,null,"Note: ","H4",0]
[]
[48,null,"For Preambles see \"PW 371 - A Edition 2.1 - Construction Works: Specifications, General Specification\" as published by the Department of Public Works (Edition July 2014).",null,0]
[]
[48,null,"Quantity breakdown","H3",0]
[]
[48,null,"In this Section No. 2 of the Bills of Quantities a breakdown of the total quantities into the various buildings is indicated below each description as follows:A1 - DWG 04 - Staff Ablutions C1 - DWG 06 - Grade R Ablutions D1 - DWG 14 - Male ablutions G1 - DWG 35 - Female Ablutions It should be noted that due to the \"rounding off\" factor marginal differences can occur between the sum of the parts to the total given in the quantity column. For pricing purposes only the amount in the quantity column is to be used.",null,0]
[]
[48,null,"EARTHWORKS (PROVISIONAL)","H2",0]
[]
[48,null,"Site clearance","H4",0]
[]
[48,1,"Clear the areas to be developed of all rubbish, debris, vegetation, shrubs, bush and small trees not exceeding 200mm girth and remove from site.","m2",201]
[]
[49,null,"EXCAVATIONS, FILLING, ETC.","H3",0]
[]
[49,null,"BULK EXCAVATIONS","H4",0]
[]
[49,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[49,1,"Pit toilet.","m3",26]
[]
[49,null,"Excavate in earth exceeding 2m deep not exceeding 4m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[49,2,"Pit toilet.","m3",87]
[]
[49,null,"Excavations in earth of more difficult character","H4",0]
[]
[49,3,"Extra over excavations in earth for excavation in soft rock.","m3",24]
[]
[49,4,"Extra over excavations in earth for excavation in hard rock.","m3",12]
[]
[49,null,"EXCAVATIONS FOR FOUNDATIONS, ETC.","H4",0]
[]
[49,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[49,5,"Surface trenches.","m3",12]
[]
[49,null,"Excavations in earth of more difficult character","H4",0]
[]
[49,6,"Extra over excavations in earth for excavation in soft rock.","m3",2]
[]
[49,7,"Extra over excavations in earth for excavation in hard rock.","m3",1]
[]
[50,null,"Carting away of excavated material","H4",0]
[]
[50,1,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",101]
[]
[50,null,"Risk of collapse of excavations","H4",0]
[]
[50,2,"Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.","m2",30]
[]
[50,3,"Allow for risk of collapse to sides of excavations exceeding 1.5m deep including all necessary timber shoring, etc.","m2",82]
[]
[50,null,"Working space","H4",0]
[]
[50,4,"Excavate in earth for working space exceeding 1500mm and not exceeding 3000mm deep, 500mm from the face of blockwork in the pit, for waterproofing purposes including backfilling with G7 imported material compacted in 150mm thick layers to 95% Modified AASHTO dry density. ","m2",62]
[]
[50,null,"Keeping excavations free of water","H4",0]
[]
[50,5,"Allow for keeping the excavations free from water.","Item",2]
[]
[50,null,"Filling","H4",0]
[]
[50,6,"Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density.","m3",6]
[]
[50,null,"Foundation courses","H4",0]
[]
[50,7,"Imported G7 filling, selected and supplied by the Contractor, including depositing in layers not exceeding 150mm thick and compacting to 95% modified AASHTO dry density to trenches, bases, etc.","m3",21]
[]
[51,1,"50mm Thick layer of approved river sand supplied by the Contractor spread and levelled under floors, etc.","m3",2]
[]
[51,null,"Compaction of surfaces","H4",0]
[]
[51,2,"Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density.","m2",94]
[]
[51,3,"Scarify in-situ material to a depth of 75mm and compact to 93% Mod AASHTO density.","m2",6]
[]
[51,null,"Filter fabric","H4",0]
[]
[51,4,"Grade 3 needle punched non-woven synthetic fibre filter fabric laid vertically against waterproofing membrane as backfilling proceeds.","m2",116]
[]
[51,null,"Weedkillers, insecticides, etc.","H4",0]
[]
[51,null,"Soil insecticide in accordance with SANS 5859","H4",0]
[]
[51,5,"Under floors, etc. including forming and poisoning shallow furrows against all foundation walls, filling in furrows and ramming.","m2",52]
[]
[51,6,"To bottoms and sides of trenches.","m2",11]
[]
[51,7,"To bottoms and sides of pit excavation.","m2",132]
[]
[51,null,"Tests","H4",0]
[]
[51,8,"Allow for Mod AASHTO density tests on filling.","No",8]
[]
[{"$nulls":4},0]
[]
[53,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[53,null,"BILL No. 03","H2",0]
[]
[53,null,"CONCRETE, FORMWORK AND REINFORCEMENT","H2",0]
[]
[53,null,"CONCRETE ","H3",0]
[]
[53,null,"Mass concrete 15MPa (19mm stone) in:","H4",0]
[]
[53,1,"Blinding beneath bases, strip footings, etc cast against excavated surfaces.","m3",2.5]
[]
[53,null,"Reinforced concrete 25MPa (19mm stone) in: ","H4",0]
[]
[53,2,"Slabs including beams and inverted beams.","m3",10]
[]
[53,3,"Surface beds ","m3",7]
[]
[53,4,"Aprons cast in panels","m3",2]
[]
[53,5,"100 x 100mm Triangular fillets cast on top of pit Base Slab ","m",38]
[]
[53,null,"Surface treatment","H4",0]
[]
[53,6,"Float surface of concrete to a wood float finish.","m2",60]
[]
[53,7,"Powerfloating of concrete surface bed.","m2",23]
[]
[54,null,"Test blocks and testing","H4",0]
[]
[54,1,"Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional)","No",8]
[]
[54,null,"POLYSTERENE BLOCKS ETC","H3",0]
[]
[54,null,"Polystrene blocks in composite slabs","H4",0]
[]
[54,2,"850 x 500mm extreme wide at the bottom, 550mm wide at the top x 110mm high polysterene block laid end to end rows ","No",48]
[]
[54,null,"PREFABRICATED CONCRETE RIB ","H3",0]
[]
[54,null,"25MPa precast reinforced concrete rib ","H4",0]
[]
[54,3,"150 x 40mm high concrete rib with two 10mm high tensile reinforcing bars, in lengths not exceeding 5m. ","m",9]
[]
[54,4,"150 x 40mm high concrete rib with two 10mm high tensile reinforcing bars, in lengths exceeding 5m and not exceeding 7.5m. ","m",27]
[]
[54,null,"FORMWORK ","H3",0]
[]
[54,null,"Supporting bearers to prefabricated beams","H4",0]
[]
[54,5,"Bearers propped up exceeding 1,5m high and not exceeding 3.5m high ","m",53]
[]
[54,null,"Permanent formwork","H4",0]
[]
[54,6,"Soffits of slabs not exceeding 250mm thick and exceeding 1.5m and not exceeding 3.5 above bearing level. ","m2",23]
[]
[55,null,"Rough formwork (use and waste) to concrete to: ","H4",0]
[]
[55,null,"Edges, risers, ends and reveals","H4",0]
[]
[55,1,"Edge, riser, etc not exceeding 300mm high.","m",56]
[]
[55,null,"Openings","H4",0]
[]
[55,2,"Leave or form circular opening not exceeding 1m girth through 60mm thick reinforced concrete slab.","No",15]
[]
[55,3,"Leave or form square opening not exceeding 1m girth through 60mm thick reinforced concrete slab.","No",5]
[]
[55,4,"Cut or form circular opening not exceeding 1m girth through 110mm thick polystyrene block","No",14]
[]
[55,5,"Cut or form square opening not exceeding 1m girth through 110mm thick polystyrene block.","No",5]
[]
[55,6,"Cut or form circular opening not exceeding 1m girth through permanent formwork ","No",14]
[]
[55,7,"Cut or form square opening not exceeding 1m girth through permanent formwork ","No",5]
[]
[55,null,"Movement joints","H4",0]
[]
[55,8,"10mm Thick closed cell polyethylene joint forming material with hinged blocking piece, not exceeding 300mm wide, between concrete and concrete or brickwork surfaces.","m",56]
[]
[55,9,"Remove 10 x 15mm hinged blocking piece, insert polycord bond breaker and seal with an approved 2 part polysulphide sealer.","m",56]
[]
[56,1,"Slip joint not exceeding 300mm wide formed of two layers of 3 Ply malthoid laid on and including a 3:1 cement mortar bedding.","m",56]
[]
[56,null,"REINFORCEMENT (PROVISIONAL) ","H3",0]
[]
[56,null,"High tensile rod reinforcement to structural concrete work ","H4",0]
[]
[56,2,"16mm Diameter bars.","t",0.199]
[]
[56,3,"10mm Diameter bars.","t",0.488]
[]
[56,null,"High tensile welded steel mesh reinforcement :","H4",0]
[]
[56,4,"Ref: 193 cast into concrete surfaces.","m2",60]
[]
[56,5,"Ref: 311 cast into concrete surfaces.","m2",36]
[]
[{"$nulls":4},0]
[]
[58,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[58,null,"BILL No. 04","H2",0]
[]
[58,null,"MASONRY","H2",0]
[]
[58,null,"FOUNDATION BRICKWORK (PROVISIONAL)","H3",0]
[]
[58,null,"Walls and linings in stock bricks in 5:1 cement mortar :","H4",0]
[]
[58,1,"Half brick wall.","m2",23]
[]
[58,2,"One brick wall.","m2",77]
[]
[58,null,"Reinforcement to brickwork","H4",0]
[]
[58,3,"Galvanised brick reinforcement 75mm wide built horizontally into brickwork.","m",97]
[]
[58,4,"Galvanised brick reinforcement 150mm wide built horizontally into brickwork.","m",355]
[]
[58,null,"EXTERNAL FACE BRICKWORK ","H3",0]
[]
[58,null,"Allow the Prime Cost of R5 500.00 (Five Thousand Five Hundred Rand) per thousand excluding Vat for Rust Gold face bricks delivered and customer self off loaded to site, pointed with 10mm square vertical and horizontal joints ","H4",0]
[]
[58,5,"Extra over ordinary brickwork for facing and pointing in stretcher bond.","m2",11]
[]
[58,null,"SUPERSTRUCTURE BRICKWORK","H3",0]
[]
[58,null,"Walls and linings in stock bricks in 5:1 cement mortar :","H4",0]
[]
[58,6,"Half brick wall.","m2",35]
[]
[59,1,"One brick wall.","m2",119]
[]
[59,null,"Beamfilling","H4",0]
[]
[59,2,"Half brick wall.","m2",15]
[]
[59,null,"BRICKWORK SUNDRIES","H3",0]
[]
[59,null,"Brickwork air ventilation, etc. ","H4",0]
[]
[59,3,"Extra over brickwork for cutting to form 120 x 85mm ventilation openings in 220mm wall ","No",405]
[]
[59,null,"Reinforcement to brickwork","H4",0]
[]
[59,4,"Galvanised brick reinforcement 75mm wide built horizontally into brickwork.","m",118]
[]
[59,5,"Galvanised brick reinforcement 150mm wide built horizontally into brickwork.","m",339]
[]
[59,null,"Bagging","H4",0]
[]
[59,6,"Bag down outer face of inner skin of brick wall in 4:1 cement slurry.","m2",119]
[]
[59,null,"Precast pre-stressed reinforced concrete lintols","H4",0]
[]
[59,7,"75 x 110mm Lintol not exceeding 3m long, built at both ends into brickwork over opening.","m",7]
[]
[59,null,"Hoop iron ties, cramps, etc.","H4",0]
[]
[59,8,"1.6 x 30mm Galvanized hoop iron roof tie 1100mm long with one end wrapped around and spiked to timber the other end built a minimum of six courses deep into brickwork as the work proceeds.","No",28]
[]
[60,1,"30 x 1,2mm Galvanised hoop iron strap 800mm long shot pinned to brickwork and bent into brickwork","No",4]
[]
[60,null,"EXTERNAL FACE BRICKWORK ","H3",0]
[]
[60,null,"Allow the Prime Cost of R5 500.00 (Five Thousand Five Hundred Rand) per thousand excluding Vat for Rust Gold face bricks delivered and customer self off loaded to site, pointed with 10mm square vertical and horizontal joints ","H4",0]
[]
[60,2,"Extra over ordinary brickwork for facing and pointing in stretcher bond.","m2",134]
[]
[60,null,"Face brick copings, lintols, cills, etc.","H4",0]
[]
[60,3,"Extra over brickwork for brick-on-edge header course tread including pointing to one face and top. ","m",4]
[]
[60,null,"Brickwork air ventilation, etc. ","H4",0]
[]
[60,4,"Extra over brickwork for fair cutting to form 120 x 85mm ventilation openings in facebrick, including facing and pointing ","No",405]
[]
[{"$nulls":4},0]
[]
[62,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[62,null,"BILL No. 05","H2",0]
[]
[62,null,"WATERPROOFING","H2",0]
[]
[62,null,"DAMP-PROOF COURSE","H3",0]
[]
[62,null,"SHEET OR MEMBRANE WATERPROOFING ","H3",0]
[]
[62,null,"250 Micron \"Gunplas USB\" green polyethylene sheeting :","H4",0]
[]
[62,1,"Laid flat on prepared sand bed under solid floor.","m2",65]
[]
[62,null,"FLASHING STRIPS","H3",0]
[]
[62,null,"Elastic acrylic and rubberised bitumen compound with \"waterproof membrane\" applied in strict accordance with the Manufacturer's instructions :","H4",0]
[]
[62,2,"Flashing strips around 110mm diameter PVC vent pipes through steel roof sheeting.","m",1]
[]
[62,null,"LIQUID WATERPROOFING","H3",0]
[]
[62,null,"Two coats \"ABE Brickseal\"","H4",0]
[]
[62,3,"Vertically on bagged surface of brickwork.","m2",119]
[]
[62,null,"MEMBRANE WATERPROOFING","H3",0]
[]
[62,null,"Duraflex or equally approved cementitious flexible waterproofing slurry including saturation membrane with 75mm side and 100mm end laps applied in accordance with manufactures specifications","H4",0]
[]
[62,4,"Vertical surfaces of plastered brickwork.","m2",61]
[]
[63,null,"PROTECTION ","H3",0]
[]
[63,null,"Abe Cote SF 356 or other equal approved epoxy tar coating on","H4",0]
[]
[63,1,"Vertical surfaces of plastered brickwork.","m2",61]
[]
[{"$nulls":4},0]
[]
[65,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[65,null,"BILL No. 06","H2",0]
[]
[65,null,"ROOF COVERINGS, ETC.","H2",0]
[]
[65,null,"PROFILED SHEETING OF METAL, FIBRE CEMENT, PLASTIC, ETC.","H3",0]
[]
[65,null,"Metal roof sheeting","H4",0]
[]
[65,null,"0,8mm Thick Z200 \"IBR Profile\" galvanised metal roof sheeting, in single sheet lengths, with \"Chromadek\" finish to external face and standard backing coat to internal face :","H4",0]
[]
[65,1,"Roof sheeting laid to a mono-pitch secured to timber purlins at approximately 940mm centres including turning up sheet at ridge and turning down sheet at eaves.","m2",58]
[]
[65,null,"Circular cutting","H4",0]
[]
[65,2,"Circular cutting on roof sheeting for ventilators, vent pipes, etc.","m",4]
[]
[65,null,"Accessories, etc. to match roof sheeting","H4",0]
[]
[65,3,"Ridge capping 550mm girth.","m",14]
[]
[65,4,"Broad flute serrated closer including polyclosers.","m",14]
[]
[65,5,"Narrow flute serrated closer including polyclosers.","m",14]
[]
[65,6,"Ridge finial.","No",4]
[]
[{"$nulls":4},0]
[]
[66,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[66,null,"BILL No. 07","H2",0]
[]
[66,null,"CARPENTRY AND JOINERY","H2",0]
[]
[66,null,"CARPENTRY","H3",0]
[]
[66,null,"PLATE NAILED TIMBER ROOF CONSTRUCTION","H4",0]
[]
[66,null,"Fixing:","H4",0]
[]
[66,null,"All nailing of timber roof rafters, purlins, etc  shall be done with galvanised nails. In coastal areas, copper, aluminium or stainless steel nails shall be used.",null,0]
[]
[66,null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or shot pins to blockwork or concrete.",null,0]
[]
[66,null,"Erection certificates","H4",0]
[]
[66,1,"Contractor is to supply a roof rafters erection certificate for the building stating that the erection and installation of the roof rafters has been inspected and approved by a professional registered structural engineer.","No",2]
[]
[66,null,"Purlins, bracing, etc.","H4",0]
[]
[66,null,"Sawn softwood :","H4",0]
[]
[66,2,"38 x 114mm Wall plate wired down (wire ties elsewhere).","m",41]
[]
[66,3,"50 x 76mm Purlins.","m",71]
[]
[66,4,"76 x 38mm S5 Treated Timber ","m",17]
[]
[66,5,"38 x 38 x 152mm Long cleat spiked to rafter foot.","No",22]
[]
[67,1,"50 x 76 x 500mm Long sprocket spiked to timber purlin.","No",20]
[]
[67,null,"Laminated S. A. Pine","H4",0]
[]
[67,2,"152 x 38mm S5 Timber Rafters ","m",55]
[]
[67,null,"Sundries:","H4",0]
[]
[67,3,"Hurricane clip fixed to purlin and rafter.","No",70]
[]
[67,null,"JOINERY","H3",0]
[]
[67,null,"Plastic, fibre cement, etc.","H4",0]
[]
[67,null,"Pressed fibre-cement:","H4",0]
[]
[67,4,"12 x 225mm Fascia board drilled and brass screwed to rafter feet including galvanised steel H-profile jointing strips, etc.","m",14]
[]
[67,5,"80 x 275mm Barge board drilled and brass screwed to timber rafter including galvanised steel H-profile jointing strips, etc.","m",16]
[]
[{"$nulls":4},0]
[]
[69,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[69,null,"BILL No. 08","H2",0]
[]
[69,null,"IRONMONGERY","H2",0]
[]
[69,null,"IRONMONGERY TO METALWORK","H4",0]
[]
[69,null,"Locksets, etc. provided with two keys and to be masterkeyed ","H4",0]
[]
[69,1,"51mm brass padlock with stainless steel shackle. ","No",3]
[]
[69,null,"IRONMONGERY FIXED TO CONCRETE, TILING, ETC.","H4",0]
[]
[69,null,"Push plates, kicking plates, indicator plates, etc. ","H4",0]
[]
[69,2,"152 x 152 x 3mm Thick anodised silver aluminium sex indicator plate.","No",3]
[]
[69,3,"152 x 152 x 3mm Thick anodised silver aluminium disabled indicator plate.","No",1]
[]
[69,null,"Door stops","H4",0]
[]
[69,4,"Black rubber door stop plugged to wall.","No",8]
[]
[69,null,"Sundries","H4",0]
[]
[69,5,"50mm Plastic key tag.","No",4]
[]
[{"$nulls":4},0]
[]
[70,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[70,null,"BILL No. 09","H2",0]
[]
[70,null,"STRUCTURAL STEEL","H2",0]
[]
[70,null,"Pre-galvanised (Z450) structural steelwork (Grade 350W)","H4",0]
[]
[70,1,"100 x 50 x 20 x 2mm Cold formed lipped channel including bolting to brickwork at 910mm centres.","m",7]
[]
[{"$nulls":4},0]
[]
[71,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[71,null,"BILL No. 10","H2",0]
[]
[71,null,"METALWORK","H2",0]
[]
[71,null,"Hot dipped galvanised mild steel gates","H4",0]
[]
[71,1,"Single gate, size 900mm wide x 2050mm high, the leaf formed of 25 x 25 x 2mm wall thickness mild steel pipe framing all round and two horizontal intermediate rails with mitred and welded angles, the gate filled in with 12mm diameter mild steel bars welded, at each end, vertically to perimeter and intermediate framing at not exceeding 109mm centres, the leaf fitted with a 150mm long padbolt, the leaf to receive hasp and staple formed of 40 x 6mm mild steel flat bar welded onto frames and including fitting with two 50 x 10mm flat bar tee brackets and 16mm round bar pin hinges, twice bolted to wall with and including M16 x 95mm galvanised coach screws.","No",3]
[]
[71,null,"Hot dipped galvanised steel cladded doors and accessories","H4",0]
[]
[71,2,"Door, size 760 x 1680mm high, formed of 19 x 19mm tubular steel perimeter framing and horizontal middle rail welded at angles and intersections, covered on one side with 0,6mm galvanised sheeting, prepainted \"Golden Brown\", pressed to shape with edges lapped around and rivetted to frame at 300mm centres, with slot for and including barrel bolt, the gate fitted with and including 25mm diameter x 2120mm long pivot pipe support welded on, 150 x 38 x 3mm top bearing bolted to beam with 2 x 6mm diameter bolts, including top cap bearing bush, washers, bottom bearing bush and finishing smooth on all exposed edges, complete with all fixing brackets, bolts etc.","No",8]
[]
[72,null,"Pre-galvanised steel chawl doors","H4",0]
[]
[72,1,"Single door to suit one brick wall, size 950 x 2030mm high, provided complete with integral frame, ironmongery, etc. finished with red oxide primer to receive paint (elsewhere).","No",1]
[]
[{"$nulls":4},0]
[]
[74,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[74,null,"BILL No. 11","H2",0]
[]
[74,null,"PLASTERING","H2",0]
[]
[74,null,"SCREEDS","H3",0]
[]
[74,null,"Untinted granolithic screeds, etc. mixed by volume 4 parts granite chips, 1 part sand and 2 parts cement","H4",0]
[]
[74,1,"40mm Thick screed to floors and landings.","m2",34]
[]
[74,2,"25mm Thick screed to falls","m2",9]
[]
[74,null,"Skirtings","H4",0]
[]
[74,3,"75mm High coved skirting.","m",73]
[]
[74,null,"PLASTER","H3",0]
[]
[74,null,"One coat internal 1:4 cement plaster on :","H4",0]
[]
[74,4,"Brick walls in pit.","m2",138]
[]
[74,5,"Brick walls (ICP)","m2",159]
[]
[{"$nulls":4},0]
[]
[75,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[75,null,"BILL No. 12","H2",0]
[]
[75,null,"PLUMBING AND DRAINAGE (PROVISIONAL)","H2",0]
[]
[75,null,"Roof gutters, rainwater pipes, etc.","H4",0]
[]
[75,null,"uPVC gutter including gutter brackets ","H4",0]
[]
[75,1,"125mm Half round eaves gutters on gutter brackets at 1000mm centres maximum fixed to fascias.","m",14]
[]
[75,2,"Extra over uPVC gutter for forming discharge outlet to suit 100 x 75mm downpipe.","No",2]
[]
[75,3,"Extra over gutter for stopped end.","No",4]
[]
[75,4,"75mm Rainwater downpipe fixed to wall with and including proprietary holderbats.","m",8]
[]
[75,5,"Extra over rainwater downpipe for bend.","No",4]
[]
[75,null,"PIPEWORK, ETC.","H3",0]
[]
[75,null,"Pipes, pipe fittings, etc.","H3",0]
[]
[75,null,"WATER SUPPLIES","H4",0]
[]
[75,null,"Class 6 HDPE waterpipe  ","H4",0]
[]
[75,6,"22mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc.","m",12]
[]
[76,null,"Extra over Class 6 HDPE pipe for fittings ","H4",0]
[]
[76,1,"22mm Fittings. ","No",10]
[]
[76,null,"Class 2 copper pipes with straight compression fittings","H4",0]
[]
[76,2,"15mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc.","m",10]
[]
[76,null,"Extra over copper pipes for brass compression fittings ","H4",0]
[]
[76,3,"15mm Fittings. ","No",10]
[]
[76,null,"Extra over copper pipes for capillary fittings with soldered joints","H4",0]
[]
[76,4,"15mm Fittings. ","No",4]
[]
[76,null,"SOIL DRAINAGE","H4",0]
[]
[76,null,"uPVC Pipes with solvent welded straight joints :","H4",0]
[]
[76,5,"40mm Pipes.","m",4]
[]
[76,6,"50mm Pipes.","m",4]
[]
[76,null,"White uPVC vent pipe in single lengths :","H4",0]
[]
[76,7,"110mm Diameter vent pipe fixed to wall with proprietary brackets at not exceeding 500mm centres.","m",36]
[]
[76,null,"Extra over uPVC pipes for solvent welded fittings :","H4",0]
[]
[76,8,"40mm Plain bend.","No",8]
[]
[76,9,"50mm Plain bend.","No",2]
[]
[77,1,"Black PVC whirlybird vent capping over the 110mm vent pipe.","No",9]
[]
[77,null,"Inspection chambers, catch pits, etc.","H3",0]
[]
[77,null,"Light Composite covers and frames","H4",0]
[]
[77,2,"450 x 450mm x 8.6 kg EN124 A15 light composite manhole cover and frame inclusive of two stainless steel screws lock fasten cover with frame and two vented holes designed for the easy lifting and also has the function for draining, including fixing frame on concrete, ","No",5]
[]
[77,null,"SANITARY FITTINGS, TANKS, GEYSERS, ETC.","H3",0]
[]
[77,null,"Plastic sanitaryware","H4",0]
[]
[77,3,"Plastics 222 AP VIP 200 Pit pedestal complete with integral flap four times plugged to floor with and including 6 x 75mm masonry anchors.","No",9]
[]
[77,4,"Plastics 507AP Granite bowl urinal fitted with \"496AP\" waterless urinal waste fitting hung on wall on and including proprietary brackets.","No",4]
[]
[77,5,"Plastics Christy 382AP Basin, size 570 x 400 x 245mm, provided complete with two tapholes and built in soap holder, hung on wall on and including proprietary wall brackets.","No",1]
[]
[77,null,"Sanitary fitting sundries","H4",0]
[]
[77,6,"Satin chrome thief proof toilet roll holder, PWD Sample 71, plugged to wall.","No",9]
[]
[77,7,"Heavy-duty double-flap hinged toilet seat and cover.","No",9]
[]
[78,null,"Grade 304 stainless steel ware :","H4",0]
[]
[78,1,"Grab rail 1200mm long with two flanges \"SR 1\" plugged to wall with and including stainless steel screws.","No",1]
[]
[78,2,"Dog leg grab rail with three flanges \"DL3\" plugged to wall with and including stainless steel screws.","No",1]
[]
[78,null,"Tanks, geysers, etc.","H3",0]
[]
[78,null,"Rainwater tanks","H4",0]
[]
[78,3,"2500 Litre polyethylene rotomoulded vertical water storage tank complete, on 1600 x 1600 tank stand, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tankstand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secured to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before Practical Completion). ","No",2]
[]
[78,null," Galvanised Steel Pipe ","H4",0]
[]
[78,4,"22mm galvanised steel pipe","m",2]
[]
[78,null,"Taps, valves, etc.","H4",0]
[]
[78,null,"Solid cast brass taps, valves, etc.","H4",0]
[]
[78,5,"Cobra KM2-200 or other equal approved 15mm chrome plated metered bib tap with non-hold open feature and flow controller.","No",1]
[]
[78,6,"15mm Ball-o-stop valve.","No",4]
[]
[78,7,"22mm Gate valve","No",2]
[]
[78,8,"22mm Non Return valve ","No",2]
[]
[79,null,"Waste unions, traps, etc.","H4",0]
[]
[79,null,"Outlets, traps, etc :","H4",0]
[]
[79,1,"50mm Chromium plated PVC urinal bottle trap.","No",4]
[]
[79,2,"38mm Chromium plated brass slotted basin waste outlet with plug, chain and chain stay.","No",1]
[]
[79,3,"38mm PVC Mini P-trap.","No",1]
[]
[{"$nulls":4},0]
[]
[81,null,"SECTION No. 3 - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[81,null,"BILL No. 13","H2",0]
[]
[81,null,"PAINTWORK","H2",0]
[]
[81,null,"PAINT ON CONCRETE, PLASTER, ETC","H4",0]
[]
[81,null,"Prepare and apply one coat plaster primer, one coat universal undercoat and two coats \"Wall & All\" or other equal approved washable suede sheen acrylic PVA paint on :","H4",0]
[]
[81,1,"Internal smooth plastered walls.","m2",201]
[]
[81,2,"Internal smooth plastered wall in narrow widths not exceeding 300mm wide ","m2",2]
[]
[81,null,"Scrub surface with degreaser, rinse thoroughly with tap water, and apply one coat sealer and two coats epoxy paint on:","H4",0]
[]
[81,3,"Concrete floated or screeded floors ","m2",34]
[]
[81,4,"Granolithic skirting not exceeding 300mm girth.","m",76]
[]
[82,null,"PAINT ON METALWORK","H4",0]
[]
[82,null,"Prepare and apply one coat bituminous paint on :","H4",0]
[]
[82,1,"Backs of steel door frames.","m2",2]
[]
[82,null,"One coat steel etch primer, one coat universal undercoat and two coats gloss enamel paint on :","H4",0]
[]
[82,2,"Hot dipped galvanised steel gates.","m2",6]
[]
[82,null,"One coat red oxide primer, one coat universal undercoat and two coats gloss enamel paint on :","H4",0]
[]
[82,3,"Pre-galvanised steel doors.","m2",2]
[]
[82,4,"Pre-galvanised steel door frames.","m2",2]
[]
[82,null,"PAINT ON FIBRE-CEMENT","H4",0]
[]
[82,null,"Prepare and apply one coat plaster primer and two coats quality matt acrylic PVA on :","H4",0]
[]
[82,5,"External fibre cement fascia boarding including priming cover strips. ","m2",3]
[]
[82,6,"External fibre cement bargeboard including priming cover strips. ","m2",4]
[]
[82,null,"PAINT ON PVC","H4",0]
[]
[82,null,"Prepare and apply two coats black PVA paint on:","H4",0]
[]
[82,7,"Vent pipes.","m2",4]
[]
[{"$nulls":4},0]
[]
[84,null,"SECTION No. 2 - EXTERNAL WORKS - NXELE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[84,null,"BILL No. 14","H2",0]
[]
[84,null,"EXTERNAL WORKS (PROVISIONAL)","H2",0]
[]
[84,null,"Note: ","H4",0]
[]
[84,null,"For Preambles see \"PW 371 - A Edition 2.0 - Construction Works: Specifications, General Specification\" as published by the Department of Public Works (2nd Edition July 2013).",null,0]
[]
[84,null,"DEMOLITIONS","H3",0]
[]
[84,null,"Brickwork building structures","H4",0]
[]
[84,1,"Demolish and cart away single storey toilet block complete, size on plan 8 100mm long x 4 700mm wide x approximately 2600mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with block,  walls including timber doors, ground floor concrete surface bed with granolithic floor covering, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site.","No",2]
[]
[84,2,"Demolish and cart away single storey toilet block complete, size on plan 1 200mm long x 1 000mm wide x approximately 2600mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with block, plaster and paint walls including timber doors, ground floor concrete surface bed with granolithic floor covering, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site.","No",1]
[]
[85,null,"Metal sheeting building structures","H4",0]
[]
[85,1,"Demolish and cart away single storey toilet block complete, size on plan 3 700mm long x 6 100mm wide x approximately 2600mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with corrugated metal sheet  walls including timber doors, ground floor concrete surface bed with granolithic floor covering, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site.","No",2]
[]
[85,null,"Pit toilets","H4",0]
[]
[85,2,"Allow for de-sludging of existing \"long drop\" pit latrines by means of \"honey sucker\". The pit latrines are to be completely empty before any other work is carried out.","No",21]
[]
[85,3,"Allow for breaking down and removing from site entire pit latrine structure including any structure that may be inside the pit. Demolition is to only commence once the latrine has been completely emptied (elsewhere measured). Backfill existing hole with imported filling in max 150mm layers and compact to 95% MOD AASHTO density.","No",21]
[]
[85,null,"THE FOLLOWING IN WALKWAYS, RAMPS, ETC.","H3",0]
[]
[85,null,"EARTHWORKS","H4",0]
[]
[85,null,"Site clearance","H4",0]
[]
[85,4,"Clear the areas to be developed of all rubbish, debris, vegetation, shrubs, bush and small trees not exceeding 200mm girth and remove from site.","m2",120]
[]
[85,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[85,5,"Reduced levels under solid floors.","m3",24]
[]
[86,null,"Carting away of excavated material","H4",0]
[]
[86,1,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",24]
[]
[86,null,"Filling","H4",0]
[]
[86,2,"150mm G7 Sub-base course, selected and supplied by the Contractor, deposited in layers not exceeding 150mm thick, watered and consolidated to 93% modified AASHTO density under slabs. ","m3",18]
[]
[86,null,"Prescribed Testing ","H4",0]
[]
[86,3,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. ","No",2]
[]
[86,null,"Reinforced concrete 25MPa (19mm stone) in: ","H4",0]
[]
[86,4,"Paving in panels including any necessary formwork.","m3",12]
[]
[86,5,"Ramps.","m3",0.4]
[]
[86,null,"Surface treatment","H4",0]
[]
[86,6,"Float surface of concrete to a wood float finish.","m2",120]
[]
[86,null,"Test blocks and testing","H4",0]
[]
[86,7,"Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional)","No",2]
[]
[87,null,"Movement joints","H4",0]
[]
[87,1,"10mm Thick \"Jointex\" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide.","m",33]
[]
[87,2,"Remove hinged blocking piece and fill 10 x 15mm cavity with an approved 2 part polysulphide sealer.","m",33]
[]
[87,null,"FORMWORK ","H4",0]
[]
[87,null,"Edges, risers, ends and reveals","H4",0]
[]
[87,3,"Edge, riser, etc not exceeding 300mm high.","m",200]
[]
[87,null,"Reinforcement","H4",0]
[]
[87,4,"Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces.","m2",120]
[]
[87,null,"THE FOLLOWING IN STORMWATER CUT OFF DRAIN / EARTH BERM","H3",0]
[]
[87,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[87,5,"Reduced levels ","m3",30]
[]
[87,null,"Filling","H4",0]
[]
[87,6,"Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density.","m3",30]
[]
[87,null,"Compaction of surfaces","H4",0]
[]
[87,7,"Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density.","m2",60]
[]
[88,null,"Grassing, ground cover, etc.","H4",0]
[]
[88,1,"Kikuyu turf (sods or rolls) instant lawn 25 to 40mm thick, imported from commercial sources, laid firmly with staggered joints within three days of being lifted.","m2",50]
[]
[88,null,"THE FOLLOWING IN CONCRETE CHANNELS, ETC.","H3",0]
[]
[88,null,"EARTHWORKS","H4",0]
[]
[88,2,"Holes ","m3",0.3]
[]
[88,3,"Surface trenches.","m3",1]
[]
[88,null,"Carting away of excavated material","H4",0]
[]
[88,4,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",1]
[]
[88,5,"Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.","m2",1]
[]
[88,null,"Sundries","H4",0]
[]
[88,6,"Rip prepared platform level and recompact to 93% Mod. A.A.S.H.T.O. density.","m2",3]
[]
[88,null,"Prescribed Testing ","H4",0]
[]
[88,7,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. ","No",4]
[]
[88,null,"FORMWORK ","H4",0]
[]
[89,null,"Edges, risers, ends and reveals","H4",0]
[]
[89,1,"Edge, riser, etc not exceeding 300mm high.","m",6]
[]
[89,null,"Grooves, channels, mortices, etc.","H4",0]
[]
[89,2,"700 x 150mm V-Channels in top","m",3]
[]
[89,3,"1500 x 750 x 150mm Concrete V-Channel Spreader","No",1]
[]
[89,null,"REINFORCEMENT (PROVISIONAL) ","H3",0]
[]
[89,null,"High tensile rod reinforcement to structural concrete work ","H4",0]
[]
[89,4,"12mm Diameter bars.","t",0.007]
[]
[89,null,"Reinforcement","H4",0]
[]
[89,5,"Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces.","m2",3]
[]
[90,null,"THE FOLLOWING IN STAND PIPE BIP TAP ETC.","H3",0]
[]
[90,null,"EARTHWORKS","H4",0]
[]
[90,1,"Holes ","m3",1]
[]
[90,2,"Surface trenches.","m3",6]
[]
[90,null,"Carting away of excavated material","H4",0]
[]
[90,3,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",1]
[]
[90,null,"Risk of collapse of excavations","H4",0]
[]
[90,4,"Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.","m2",7]
[]
[90,null,"Keeping excavations free of water","H4",0]
[]
[90,5,"Allow for keeping the excavations free from water.","Item",1]
[]
[90,null,"Filling","H4",0]
[]
[90,6,"Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density.","m3",6]
[]
[90,null,"Foundation courses","H4",0]
[]
[90,7,"Imported G7 filling, selected and supplied by the Contractor, including depositing in layers not exceeding 150mm thick and compacting to 95% modified AASHTO dry density to trenches, bases, etc.","m3",0.3]
[]
[90,null,"Sundries","H4",0]
[]
[90,8,"Rip prepared platform level and recompact to 93% Mod. A.A.S.H.T.O. density.","m2",2]
[]
[91,null,"Prescribed Testing ","H4",0]
[]
[91,1,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. ","No",2]
[]
[91,null,"CONCRETE (Labour intensive)","H4",0]
[]
[91,null,"Mass concrete 25MPa (19mm stone) in:","H4",0]
[]
[91,2,"Strip foundations cast against excavated surfaces.","m3",2]
[]
[91,null,"Reinforced concrete 25MPa (19mm stone) in: ","H4",0]
[]
[91,3,"Slabs ","m3",1]
[]
[91,4,"110mm PVC Blue Water Pipe ","m3",1]
[]
[91,null,"FORMWORK ","H4",0]
[]
[91,null,"Edges, risers, ends and reveals","H4",0]
[]
[91,5,"Edge, riser, etc not exceeding 300mm high.","m",3]
[]
[91,null,"REINFORCEMENT (PROVISIONAL) ","H3",0]
[]
[91,null,"High tensile rod reinforcement to structural concrete work ","H4",0]
[]
[91,6,"12mm Diameter bars.","t",0.003]
[]
[91,null,"PIPEWORK, ETC.","H3",0]
[]
[91,null,"Pipes, pipe fittings, etc.","H3",0]
[]
[91,null,"WATER SUPPLIES","H4",0]
[]
[92,null,"Class 2 copper pipes with straight compression fittings","H4",0]
[]
[92,1,"22mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc.","m",46]
[]
[92,null,"Extra over copper pipes for brass compression fittings ","H4",0]
[]
[92,2,"22mm Fittings. ","No",12]
[]
[92,null,"uPVC Pipes ","H4",0]
[]
[92,3,"110mm Blue Water Pipe.","m",7]
[]
[92,null,"SANITARY FITTINGS","H3",0]
[]
[92,null,"Solid cast brass taps, valves, etc.","H4",0]
[]
[92,4,"Bib Tap or Similar approved ","No",4]
[]
[92,null,"THE FOLLOWING IN SECURITY FENCING","H3",0]
[]
[92,null,"SECURITY FENCING","H4",0]
[]
[92,null,"Site clearance","H4",0]
[]
[92,5,"Allow for clearing site for the width of 1000mm where fencing runs are to be erected including removing trees, shrubs, etc., not exceeding 200mm girth, grubbing up roots and roughly levelling.","m",60]
[]
[92,null,"Fencing","H4",0]
[]
[92,6,"4mm galvanised straining wires (evenly spaced) secured to straining posts with doubled 2mm galvanised wire inserted through hole in post and turned a minimum of four turns around straining wire and attached to straining frame at one end with not less than four turns at the other end to and inclusing 12mm diameter straining eye bolts.","m",240]
[]
[93,1,"Fencing formed of 100 x 50 x 2.5mm diameter Class A galvanised \"Secumesh\" security fence 1.8m high with vertical wires facing outwards secured with \"Howgring\" clips applied with \"Howgring\" pliers at 300mm centres to top and bottom straining wires and 500mm centres to four intermediate straining wires (elsewhere).","m",60]
[]
[93,null,"Hot dipped galvanised steel posts, etc.","H4",0]
[]
[93,2,"60mm Diameter x 2.5mm wall thickness intermediate fencing post, 2700mm long fitted with pressed steel mushroom cap, the post fitted with 150 x 150 x 5mm baseplate at bottom and embedded in 350 x 350 x 600mm mass concrete (15 MPa) base including all necessary excavations, backfilling, concrete, etc.","No",20]
[]
[93,3,"100mm Diameter x 3mm wall thickness end or corner post 2700mm long fitted with pressed steel mushroom cap and one 60mm diameter x 2mm wall thickness raking stay, the post and stay fitted with 150 x 150 x 5mm baseplate at bottom and embedded in 350 x 350 x 600mm mass concrete (15 MPa) base, including all necessary excavations, backfilling, concrete, etc.","No",2]
[]
[93,4,"100mm Diameter x 3mm wall thickness intermediate straining or corner post 2700mm long fitted with pressed steel mushroom cap, but fitted with two 60mm diameter x 2mm wall thickness galvanised steel raking stays, the post and stays fitted with 150 x 150 x 5mm baseplate at bottom and embedded in 350 x 350 x 600mm mass concrete (15 MPa) base, including all necessary excavations, backfilling, concrete, etc.","No",4]
[]
[94,null,"Hot dipped galvanised steel gates","H4",0]
[]
[94,1,"Security fence single gate, size 1000mm wide x 1800mm high,  formed of 50mm diameter nominal bore x 3.25mm wall thickness mild steel pipe all round with mitred and welded angles and diagonal cross brace, 146 x 280mm hand access opening formed of 40 x 40 x 2.5mm square section framing welded on, the gate covered  the gate covered with 100 x 50 x 2.5mm diameter Class A galvanised \"Secumesh\" security fence secured with \"Howgring\" clips applied with \"Howgring\" pliers at 300mm centres to and including six rows of straining wires and fitted with three 24mm diameter x 300mm long eyebolt hinges and stops including all holes, etc., welded or bolted to adjoining galvanised gatepost.","No",1]
[]
[94,null,"Sundries","H4",0]
[]
[94,2,"Extra over excavations in earth (concrete bases) for excavation in soft rock.","m3",0.2]
[]
[94,3,"51mm brass padlock with stainless steel shackle. ","No",1]
[]
[{"$nulls":4},0]
[]
[96,1,"PREMILINARIES AND GENERAL","Page",47,0]
[]
[96,2,"EARTHWORKS (PROVISIONAL)","Page",52,0]
[]
[96,3,"CONCRETE, FORMWORK & REINFORCEMENT","Page",57,0]
[]
[96,4,"MANSORY ","Page",61,0]
[]
[96,5,"WATERPROOFING ","Page",64,0]
[]
[96,6,"ROOF COVERINGS, ETC","Page",65,0]
[]
[96,7,"CARPENTRY AND JOINERY ","Page",68,0]
[]
[96,8,"IRONMONGERY ","Page",69,0]
[]
[96,9,"STRUCTURAL STEEL ","Page",70,0]
[]
[96,10,"METALWORK","Page",73,0]
[]
[96,11,"PLASTERING","Page",74,0]
[]
[96,12,"PLUMBING AND DRAINAGE (PROVISIONAL)","Page",80,0]
[]
[96,13,"PAINTWORK","Page",83,0]
[]
[96,14,"EXTERNAL WORKS","Page",95,0]
[]
[96,null,"Sub Total","ST",0,null,"Sub Total"]
[]
[97,null,"CONTINGENCY PROVISIONS","H3",0]
[]
[97,null,"The Tenderer is to allow hereunder for 5 (Five) percent of the Nett Builders Work Sub-Total to be used as a Budgetary Provision for construction contingencies of a general nature and for the finalisation of design detailing. This sum, or any portion thereof, shall be expended at the sole discretion of the Principal Agent. Any residual balance remaining subsequent to such expenditure shall be deducted in its entirety from the Contract Sum.","%"]
[]
[98,null,"SECTION No. 2 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[98,null,"BILL No. 01","H2",0]
[]
[98,null,"PRELIMINARIES AND GENERAL","H2",0]
[]
[98,null,"NOTE: SECTION NO.1 : PRELIMINARIES AND GENERAL : To be used as a pricing guide line for the requirements of each school in separate locations.  P1 :  Mpafane Junior Secondary School  ",null,0]
[]
[98,1,"The total to be carried from item Page 44 of the Preliminaries and General Section for P 3 : Mpafane Junior Secondary School  Fixed: ________________  Time: _________________  Value :________________","Item",1]
[]
[{"$nulls":4},0]
[]
[99,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL","H1",0]
[]
[99,null,"BILL No. 2","H2",0]
[]
[99,null,"ALTERATIONS, DEMOLITIONS, ETC.","H2",0]
[]
[99,null,"Note: ","H4",0]
[]
[99,null,"For Preambles see \"PW 371 - A Edition 2.0 - Construction Works: Specifications, General Specification\" as published by the Department of Public Works (2nd Edition July 2013). ",null,0]
[]
[99,null,"ALTERATIONS","H3",0]
[]
[99,null,"EXTERNAL WORKS","H4",0]
[]
[99,null,"Ordinary demolitions","H3",0]
[]
[99,null,"Reference hereunder to cart away shall mean carting off site to a dumping site to be located by the Contractor.",null,0]
[]
[99,null,"ROOF COVERINGS, ETC.","H4",0]
[]
[99,1,"The Contractor is to allow hereunder for the thorough inspection of the insitu \"IBR\" roof coverings, ridge cappings, accessories, etc. to ensure water tightness and complete integrity thereof including for replacement of missing securing nails, etc. (measured flat on plan). ","m2",60]
[]
[99,null,"EXTERNAL WORKS","H4",0]
[]
[99,null,"Aprons and walkways","H4",0]
[]
[99,2,"Take up, clean off all algae, dirt, etc. on concrete aprons size approximately 2m wide x 0.15m thick x 28m long.","m",31]
[]
[100,null,"Servicing of windows, doors, etc.","H4",0]
[]
[100,1,"Service single door to suit one brick wall, size 900 x 2030mm high, provided complete with integral frame, ironmongery, etc. finished with red oxide primer to receive paint (elsewhere).","No",9]
[]
[100,null,"REFURBISHMENT, PREPARATORY WORKS, ETC.","H3",0]
[]
[100,null,"Refurbishment by cleaning","H4",0]
[]
[100,null,"Floors, etc.","H4",0]
[]
[100,2,"High pressure clean granolithic screed or concrete flooring.","m2",60]
[]
[100,null,"PAINTWORK","H2",0]
[]
[100,null,"PAINT ON CONCRETE, PLASTER, ETC","H4",0]
[]
[100,null,"Prepare and apply one coat plaster primer, one coat universal undercoat and two coats \"Wall & All\" or other equal approved washable suede sheen acrylic PVA paint on :","H4",0]
[]
[100,3,"Internal smooth plastered walls.","m2",74]
[]
[100,null,"Scrub surface with degreaser, rinse thoroughly with tap water, and apply one coat sealer and two coats epoxy paint on:","H4",0]
[]
[100,4,"Concrete floated or screeded floors ","m2",60]
[]
[100,null,"PAINT ON TIMBER","H4",0]
[]
[100,null,"Prepare surfaces and apply three coats Woodoc 55 solvent based varnish on","H4",0]
[]
[100,5,"Backs of frames or linings not exceeding 300mm girth.","m",44]
[]
[100,6,"Doors ","m2",30]
[]
[100,null,"PAINT ON FIBRE-CEMENT","H4",0]
[]
[101,null,"Prepare and apply one coat plaster primer and two coats quality matt acrylic PVA on :","H4",0]
[]
[101,1,"External fibre cement fascia boarding including priming cover strips. ","m2",4]
[]
[101,2,"External fibre cement bargeboard including priming cover strips. ","m2",4]
[]
[{"$nulls":4},0]
[]
[103,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[103,null,"BILL No. 02","H2",0]
[]
[103,null,"Note: ","H4",0]
[]
[103,null,"For Preambles see \"PW 371 - A Edition 2.1 - Construction Works: Specifications, General Specification\" as published by the Department of Public Works (Edition July 2014).",null,0]
[]
[103,null,"Quantity breakdown","H3",0]
[]
[103,null,"In this Section No. 2 of the Bills of Quantities a breakdown of the total quantities into the various buildings is indicated below each description as follows:A1 - DWG 04 - Staff Ablutions C1 - DWG 06 - Grade R Ablutions G1 - DWG 35 - Female Ablutions It should be noted that due to the \"rounding off\" factor marginal differences can occur between the sum of the parts to the total given in the quantity column. For pricing purposes only the amount in the quantity column is to be used.",null,0]
[]
[103,null,"EARTHWORKS (PROVISIONAL)","H2",0]
[]
[103,null,"Site clearance","H4",0]
[]
[103,1,"Clear the areas to be developed of all rubbish, debris, vegetation, shrubs, bush and small trees not exceeding 200mm girth and remove from site.","m2",82]
[]
[104,null,"EXCAVATIONS, FILLING, ETC.","H3",0]
[]
[104,null,"BULK EXCAVATIONS","H4",0]
[]
[104,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[104,1,"Pit toilet.","m3",21]
[]
[104,null,"Excavate in earth exceeding 2m deep not exceeding 4m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[104,2,"Pit toilet.","m3",62]
[]
[104,null,"Excavations in earth of more difficult character","H4",0]
[]
[104,3,"Extra over excavations in earth for excavation in soft rock.","m3",18]
[]
[104,4,"Extra over excavations in earth for excavation in hard rock.","m3",9]
[]
[104,null,"EXCAVATIONS FOR FOUNDATIONS, ETC.","H4",0]
[]
[104,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[104,5,"Surface trenches.","m3",6]
[]
[104,null,"Excavations in earth of more difficult character","H4",0]
[]
[104,6,"Extra over excavations in earth for excavation in soft rock.","m3",1]
[]
[104,7,"Extra over excavations in earth for excavation in hard rock.","m3",1]
[]
[105,null,"Carting away of excavated material","H4",0]
[]
[105,1,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",68]
[]
[105,null,"Risk of collapse of excavations","H4",0]
[]
[105,2,"Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.","m2",12]
[]
[105,3,"Allow for risk of collapse to sides of excavations exceeding 1.5m deep including all necessary timber shoring, etc.","m2",51]
[]
[105,null,"Working space","H4",0]
[]
[105,4,"Excavate in earth for working space exceeding 1500mm and not exceeding 3000mm deep, 500mm from the face of blockwork in the pit, for waterproofing purposes including backfilling with G7 imported material compacted in 150mm thick layers to 95% Modified AASHTO dry density. ","m2",31]
[]
[105,null,"Keeping excavations free of water","H4",0]
[]
[105,5,"Allow for keeping the excavations free from water.","Item",1]
[]
[105,null,"Filling","H4",0]
[]
[105,6,"Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density.","m3",4]
[]
[105,null,"Foundation courses","H4",0]
[]
[105,7,"Imported G7 filling, selected and supplied by the Contractor, including depositing in layers not exceeding 150mm thick and compacting to 95% modified AASHTO dry density to trenches, bases, etc.","m3",13]
[]
[106,1,"50mm Thick layer of approved river sand supplied by the Contractor spread and levelled under floors, etc.","m3",1]
[]
[106,null,"Compaction of surfaces","H4",0]
[]
[106,2,"Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density.","m2",57]
[]
[106,3,"Scarify in-situ material to a depth of 75mm and compact to 93% Mod AASHTO density.","m2",3]
[]
[106,null,"Filter fabric","H4",0]
[]
[106,4,"Grade 3 needle punched non-woven synthetic fibre filter fabric laid vertically against waterproofing membrane as backfilling proceeds.","m2",73]
[]
[106,null,"Weedkillers, insecticides, etc.","H4",0]
[]
[106,null,"Soil insecticide in accordance with SANS 5859","H4",0]
[]
[106,5,"Under floors, etc. including forming and poisoning shallow furrows against all foundation walls, filling in furrows and ramming.","m2",15]
[]
[106,6,"To bottoms and sides of trenches.","m2",6]
[]
[106,7,"To bottoms and sides of pit excavation.","m2",78]
[]
[106,null,"Tests","H4",0]
[]
[106,8,"Allow for Mod AASHTO density tests on filling.","No",4]
[]
[{"$nulls":4},0]
[]
[108,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[108,null,"BILL No. 03","H2",0]
[]
[108,null,"CONCRETE, FORMWORK AND REINFORCEMENT","H2",0]
[]
[108,null,"CONCRETE ","H3",0]
[]
[108,null,"Mass concrete 15MPa (19mm stone) in:","H4",0]
[]
[108,1,"Blinding beneath bases, strip footings, etc cast against excavated surfaces.","m3",1.9]
[]
[108,null,"Reinforced concrete 25MPa (19mm stone) in: ","H4",0]
[]
[108,2,"Slabs including beams and inverted beams.","m3",6]
[]
[108,3,"Surface beds ","m3",5]
[]
[108,4,"Aprons cast in panels","m3",1]
[]
[108,5,"100 x 100mm Triangular fillets cast on top of pit Base Slab ","m",21]
[]
[108,null,"Surface treatment","H4",0]
[]
[108,6,"Float surface of concrete to a wood float finish.","m2",36]
[]
[108,7,"Powerfloating of concrete surface bed.","m2",13]
[]
[109,null,"Test blocks and testing","H4",0]
[]
[109,1,"Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional)","No",4]
[]
[109,null,"POLYSTERENE BLOCKS ETC","H3",0]
[]
[109,null,"Polystrene blocks in composite slabs","H4",0]
[]
[109,2,"850 x 500mm extreme wide at the bottom, 550mm wide at the top x 110mm high polysterene block laid end to end rows ","No",36]
[]
[109,null,"PREFABRICATED CONCRETE RIB ","H3",0]
[]
[109,null,"25MPa precast reinforced concrete rib ","H4",0]
[]
[109,3,"150 x 40mm high concrete rib with two 10mm high tensile reinforcing bars, in lengths not exceeding 5m. ","m",0]
[]
[109,4,"150 x 40mm high concrete rib with two 10mm high tensile reinforcing bars, in lengths exceeding 5m and not exceeding 7.5m. ","m",27]
[]
[109,null,"FORMWORK ","H3",0]
[]
[109,null,"Supporting bearers to prefabricated beams","H4",0]
[]
[109,5,"Bearers propped up exceeding 1,5m high and not exceeding 3.5m high ","m",35]
[]
[109,null,"Permanent formwork","H4",0]
[]
[109,6,"Soffits of slabs not exceeding 250mm thick and exceeding 1.5m and not exceeding 3.5 above bearing level. ","m2",18]
[]
[110,null,"Rough formwork (use and waste) to concrete to: ","H4",0]
[]
[110,null,"Edges, risers, ends and reveals","H4",0]
[]
[110,1,"Edge, riser, etc not exceeding 300mm high.","m",34]
[]
[110,null,"Openings","H4",0]
[]
[110,2,"Leave or form circular opening not exceeding 1m girth through 60mm thick reinforced concrete slab.","No",11]
[]
[110,3,"Leave or form square opening not exceeding 1m girth through 60mm thick reinforced concrete slab.","No",4]
[]
[110,4,"Cut or form circular opening not exceeding 1m girth through 110mm thick polystyrene block","No",11]
[]
[110,5,"Cut or form square opening not exceeding 1m girth through 110mm thick polystyrene block.","No",4]
[]
[110,6,"Cut or form circular opening not exceeding 1m girth through permanent formwork ","No",11]
[]
[110,7,"Cut or form square opening not exceeding 1m girth through permanent formwork ","No",4]
[]
[110,null,"Movement joints","H4",0]
[]
[110,8,"10mm Thick closed cell polyethylene joint forming material with hinged blocking piece, not exceeding 300mm wide, between concrete and concrete or brickwork surfaces.","m",34]
[]
[110,9,"Remove 10 x 15mm hinged blocking piece, insert polycord bond breaker and seal with an approved 2 part polysulphide sealer.","m",34]
[]
[111,1,"Slip joint not exceeding 300mm wide formed of two layers of 3 Ply malthoid laid on and including a 3:1 cement mortar bedding.","m",34]
[]
[111,null,"REINFORCEMENT (PROVISIONAL) ","H3",0]
[]
[111,null,"High tensile rod reinforcement to structural concrete work ","H4",0]
[]
[111,2,"16mm Diameter bars.","t",0.058]
[]
[111,3,"10mm Diameter bars.","t",0.356]
[]
[111,null,"High tensile welded steel mesh reinforcement :","H4",0]
[]
[111,4,"Ref: 193 cast into concrete surfaces.","m2",36]
[]
[111,5,"Ref: 311 cast into concrete surfaces.","m2",27]
[]
[{"$nulls":4},0]
[]
[113,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[113,null,"BILL No. 04","H2",0]
[]
[113,null,"MASONRY","H2",0]
[]
[113,null,"FOUNDATION BRICKWORK (PROVISIONAL)","H3",0]
[]
[113,null,"Walls and linings in stock bricks in 5:1 cement mortar :","H4",0]
[]
[113,1,"Half brick wall.","m2",18]
[]
[113,2,"One brick wall.","m2",61]
[]
[113,null,"Reinforcement to brickwork","H4",0]
[]
[113,3,"Galvanised brick reinforcement 75mm wide built horizontally into brickwork.","m",78]
[]
[113,4,"Galvanised brick reinforcement 150mm wide built horizontally into brickwork.","m",238]
[]
[113,null,"EXTERNAL FACE BRICKWORK ","H3",0]
[]
[113,null,"Allow the Prime Cost of R5 500.00 (Five Thousand Five Hundred Rand) per thousand excluding Vat for Rust Gold face bricks delivered and customer self off loaded to site, pointed with 10mm square vertical and horizontal joints ","H4",0]
[]
[113,5,"Extra over ordinary brickwork for facing and pointing in stretcher bond.","m2",6]
[]
[113,null,"SUPERSTRUCTURE BRICKWORK","H3",0]
[]
[113,null,"Walls and linings in stock bricks in 5:1 cement mortar :","H4",0]
[]
[113,6,"Half brick wall.","m2",21]
[]
[114,1,"One brick wall.","m2",70]
[]
[114,null,"Beamfilling","H4",0]
[]
[114,2,"Half brick wall.","m2",9]
[]
[114,null,"BRICKWORK SUNDRIES","H3",0]
[]
[114,null,"Brickwork air ventilation, etc. ","H4",0]
[]
[114,3,"Extra over brickwork for cutting to form 120 x 85mm ventilation openings in 220mm wall ","No",231]
[]
[114,null,"Reinforcement to brickwork","H4",0]
[]
[114,4,"Galvanised brick reinforcement 75mm wide built horizontally into brickwork.","m",76]
[]
[114,5,"Galvanised brick reinforcement 150mm wide built horizontally into brickwork.","m",249]
[]
[114,null,"Bagging","H4",0]
[]
[114,6,"Bag down outer face of inner skin of brick wall in 4:1 cement slurry.","m2",70]
[]
[114,null,"Precast pre-stressed reinforced concrete lintols","H4",0]
[]
[114,7,"75 x 110mm Lintol not exceeding 3m long, built at both ends into brickwork over opening.","m",5]
[]
[114,null,"Hoop iron ties, cramps, etc.","H4",0]
[]
[114,8,"1.6 x 30mm Galvanized hoop iron roof tie 1100mm long with one end wrapped around and spiked to timber the other end built a minimum of six courses deep into brickwork as the work proceeds.","No",16]
[]
[115,1,"30 x 1,2mm Galvanised hoop iron strap 800mm long shot pinned to brickwork and bent into brickwork","No",2]
[]
[115,null,"EXTERNAL FACE BRICKWORK ","H3",0]
[]
[115,null,"Allow the Prime Cost of R5 500.00 (Five Thousand Five Hundred Rand) per thousand excluding Vat for Rust Gold face bricks delivered and customer self off loaded to site, pointed with 10mm square vertical and horizontal joints ","H4",0]
[]
[115,2,"Extra over ordinary brickwork for facing and pointing in stretcher bond.","m2",79]
[]
[115,null,"Face brick copings, lintols, cills, etc.","H4",0]
[]
[115,3,"Extra over brickwork for brick-on-edge header course tread including pointing to one face and top. ","m",2]
[]
[115,null,"Brickwork air ventilation, etc. ","H4",0]
[]
[115,4,"Extra over brickwork for fair cutting to form 120 x 85mm ventilation openings in facebrick, including facing and pointing ","No",231]
[]
[{"$nulls":4},0]
[]
[117,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[117,null,"BILL No. 05","H2",0]
[]
[117,null,"WATERPROOFING","H2",0]
[]
[117,null,"DAMP-PROOF COURSE","H3",0]
[]
[117,null,"SHEET OR MEMBRANE WATERPROOFING ","H3",0]
[]
[117,null,"250 Micron \"Gunplas USB\" green polyethylene sheeting :","H4",0]
[]
[117,1,"Laid flat on prepared sand bed under solid floor.","m2",39]
[]
[117,null,"FLASHING STRIPS","H3",0]
[]
[117,null,"Elastic acrylic and rubberised bitumen compound with \"waterproof membrane\" applied in strict accordance with the Manufacturer's instructions :","H4",0]
[]
[117,2,"Flashing strips around 110mm diameter PVC vent pipes through steel roof sheeting.","m",1]
[]
[117,null,"LIQUID WATERPROOFING","H3",0]
[]
[117,null,"Two coats \"ABE Brickseal\"","H4",0]
[]
[117,3,"Vertically on bagged surface of brickwork.","m2",70]
[]
[117,null,"MEMBRANE WATERPROOFING","H3",0]
[]
[117,null,"Duraflex or equally approved cementitious flexible waterproofing slurry including saturation membrane with 75mm side and 100mm end laps applied in accordance with manufactures specifications","H4",0]
[]
[117,4,"Vertical surfaces of plastered brickwork.","m2",45]
[]
[118,null,"PROTECTION ","H3",0]
[]
[118,null,"Abe Cote SF 356 or other equal approved epoxy tar coating on","H4",0]
[]
[118,1,"Vertical surfaces of plastered brickwork.","m2",45]
[]
[{"$nulls":4},0]
[]
[120,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[120,null,"BILL No. 06","H2",0]
[]
[120,null,"ROOF COVERINGS, ETC.","H2",0]
[]
[120,null,"PROFILED SHEETING OF METAL, FIBRE CEMENT, PLASTIC, ETC.","H3",0]
[]
[120,null,"Metal roof sheeting","H4",0]
[]
[120,null,"0,8mm Thick Z200 \"IBR Profile\" galvanised metal roof sheeting, in single sheet lengths, with \"Chromadek\" finish to external face and standard backing coat to internal face :","H4",0]
[]
[120,1,"Roof sheeting laid to a mono-pitch secured to timber purlins at approximately 940mm centres including turning up sheet at ridge and turning down sheet at eaves.","m2",33]
[]
[120,null,"Circular cutting","H4",0]
[]
[120,2,"Circular cutting on roof sheeting for ventilators, vent pipes, etc.","m",3]
[]
[120,null,"Accessories, etc. to match roof sheeting","H4",0]
[]
[120,3,"Ridge capping 550mm girth.","m",8]
[]
[120,4,"Broad flute serrated closer including polyclosers.","m",8]
[]
[120,5,"Narrow flute serrated closer including polyclosers.","m",8]
[]
[120,6,"Ridge finial.","No",2]
[]
[{"$nulls":4},0]
[]
[121,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[121,null,"BILL No. 07","H2",0]
[]
[121,null,"CARPENTRY AND JOINERY","H2",0]
[]
[121,null,"CARPENTRY","H3",0]
[]
[121,null,"PLATE NAILED TIMBER ROOF CONSTRUCTION","H4",0]
[]
[121,null,"Fixing:","H4",0]
[]
[121,null,"All nailing of timber roof rafters, purlins, etc  shall be done with galvanised nails. In coastal areas, copper, aluminium or stainless steel nails shall be used.",null,0]
[]
[121,null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or shot pins to blockwork or concrete.",null,0]
[]
[121,null,"Erection certificates","H4",0]
[]
[121,1,"Contractor is to supply a roof rafters erection certificate for the building stating that the erection and installation of the roof rafters has been inspected and approved by a professional registered structural engineer.","No",1]
[]
[121,null,"Purlins, bracing, etc.","H4",0]
[]
[121,null,"Sawn softwood :","H4",0]
[]
[121,2,"38 x 114mm Wall plate wired down (wire ties elsewhere).","m",23]
[]
[121,3,"50 x 76mm Purlins.","m",40]
[]
[121,4,"76 x 38mm S5 Treated Timber ","m",11]
[]
[121,5,"38 x 38 x 152mm Long cleat spiked to rafter foot.","No",16]
[]
[122,1,"50 x 76 x 500mm Long sprocket spiked to timber purlin.","No",10]
[]
[122,null,"Laminated S. A. Pine","H4",0]
[]
[122,2,"152 x 38mm S5 Timber Rafters ","m",31]
[]
[122,null,"Sundries:","H4",0]
[]
[122,3,"Hurricane clip fixed to purlin and rafter.","No",40]
[]
[122,null,"JOINERY","H3",0]
[]
[122,null,"Plastic, fibre cement, etc.","H4",0]
[]
[122,null,"Pressed fibre-cement:","H4",0]
[]
[122,4,"12 x 225mm Fascia board drilled and brass screwed to rafter feet including galvanised steel H-profile jointing strips, etc.","m",8]
[]
[122,5,"80 x 275mm Barge board drilled and brass screwed to timber rafter including galvanised steel H-profile jointing strips, etc.","m",8]
[]
[{"$nulls":4},0]
[]
[124,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[124,null,"BILL No. 08","H2",0]
[]
[124,null,"IRONMONGERY","H2",0]
[]
[124,null,"IRONMONGERY TO METALWORK","H4",0]
[]
[124,null,"Locksets, etc. provided with two keys and to be masterkeyed ","H4",0]
[]
[124,1,"51mm brass padlock with stainless steel shackle. ","No",1]
[]
[124,null,"IRONMONGERY FIXED TO CONCRETE, TILING, ETC.","H4",0]
[]
[124,null,"Push plates, kicking plates, indicator plates, etc. ","H4",0]
[]
[124,2,"152 x 152 x 3mm Thick anodised silver aluminium sex indicator plate.","No",1]
[]
[124,3,"152 x 152 x 3mm Thick anodised silver aluminium disabled indicator plate.","No",1]
[]
[124,null,"Door stops","H4",0]
[]
[124,4,"Black rubber door stop plugged to wall.","No",6]
[]
[124,null,"Sundries","H4",0]
[]
[124,5,"50mm Plastic key tag.","No",2]
[]
[{"$nulls":4},0]
[]
[125,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[125,null,"BILL No. 09","H2",0]
[]
[125,null,"STRUCTURAL STEEL","H2",0]
[]
[125,null,"Pre-galvanised (Z450) structural steelwork (Grade 350W)","H4",0]
[]
[125,1,"100 x 50 x 20 x 2mm Cold formed lipped channel including bolting to brickwork at 910mm centres.","m",5]
[]
[{"$nulls":4},0]
[]
[126,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[126,null,"BILL No. 10","H2",0]
[]
[126,null,"METALWORK","H2",0]
[]
[126,null,"Hot dipped galvanised mild steel gates","H4",0]
[]
[126,1,"Single gate, size 900mm wide x 2050mm high, the leaf formed of 25 x 25 x 2mm wall thickness mild steel pipe framing all round and two horizontal intermediate rails with mitred and welded angles, the gate filled in with 12mm diameter mild steel bars welded, at each end, vertically to perimeter and intermediate framing at not exceeding 109mm centres, the leaf fitted with a 150mm long padbolt, the leaf to receive hasp and staple formed of 40 x 6mm mild steel flat bar welded onto frames and including fitting with two 50 x 10mm flat bar tee brackets and 16mm round bar pin hinges, twice bolted to wall with and including M16 x 95mm galvanised coach screws.","No",1]
[]
[126,null,"Hot dipped galvanised steel cladded doors and accessories","H4",0]
[]
[126,2,"Door, size 760 x 1680mm high, formed of 19 x 19mm tubular steel perimeter framing and horizontal middle rail welded at angles and intersections, covered on one side with 0,6mm galvanised sheeting, prepainted \"Golden Brown\", pressed to shape with edges lapped around and rivetted to frame at 300mm centres, with slot for and including barrel bolt, the gate fitted with and including 25mm diameter x 2120mm long pivot pipe support welded on, 150 x 38 x 3mm top bearing bolted to beam with 2 x 6mm diameter bolts, including top cap bearing bush, washers, bottom bearing bush and finishing smooth on all exposed edges, complete with all fixing brackets, bolts etc.","No",6]
[]
[127,null,"Pre-galvanised steel chawl doors","H4",0]
[]
[127,1,"Single door to suit one brick wall, size 950 x 2030mm high, provided complete with integral frame, ironmongery, etc. finished with red oxide primer to receive paint (elsewhere).","No",1]
[]
[{"$nulls":4},0]
[]
[129,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[129,null,"BILL No. 11","H2",0]
[]
[129,null,"PLASTERING","H2",0]
[]
[129,null,"SCREEDS","H3",0]
[]
[129,null,"Untinted granolithic screeds, etc. mixed by volume 4 parts granite chips, 1 part sand and 2 parts cement","H4",0]
[]
[129,1,"40mm Thick screed to floors and landings.","m2",17]
[]
[129,2,"25mm Thick screed to falls","m2",7]
[]
[129,null,"Skirtings","H4",0]
[]
[129,3,"75mm High coved skirting.","m",46]
[]
[129,null,"PLASTER","H3",0]
[]
[129,null,"One coat internal 1:4 cement plaster on :","H4",0]
[]
[129,4,"Brick walls in pit.","m2",113]
[]
[129,5,"Brick walls (ICP)","m2",85]
[]
[{"$nulls":4},0]
[]
[130,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[130,null,"BILL No. 12","H2",0]
[]
[130,null,"PLUMBING AND DRAINAGE (PROVISIONAL)","H2",0]
[]
[130,null,"Roof gutters, rainwater pipes, etc.","H4",0]
[]
[130,null,"uPVC gutter including gutter brackets ","H4",0]
[]
[130,1,"125mm Half round eaves gutters on gutter brackets at 1000mm centres maximum fixed to fascias.","m",8]
[]
[130,2,"Extra over uPVC gutter for forming discharge outlet to suit 100 x 75mm downpipe.","No",1]
[]
[130,3,"Extra over gutter for stopped end.","No",2]
[]
[130,4,"75mm Rainwater downpipe fixed to wall with and including proprietary holderbats.","m",4]
[]
[130,5,"Extra over rainwater downpipe for bend.","No",2]
[]
[130,null,"PIPEWORK, ETC.","H3",0]
[]
[130,null,"Pipes, pipe fittings, etc.","H3",0]
[]
[130,null,"WATER SUPPLIES","H4",0]
[]
[130,null,"Class 6 HDPE waterpipe  ","H4",0]
[]
[130,6,"22mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc.","m",12]
[]
[131,null,"Extra over Class 6 HDPE pipe for fittings ","H4",0]
[]
[131,1,"22mm Fittings. ","No",10]
[]
[131,null,"Class 2 copper pipes with straight compression fittings","H4",0]
[]
[131,2,"15mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc.","m",0]
[]
[131,null,"Extra over copper pipes for brass compression fittings ","H4",0]
[]
[131,3,"15mm Fittings. ","No",0]
[]
[131,null,"Extra over copper pipes for capillary fittings with soldered joints","H4",0]
[]
[131,4,"15mm Fittings. ","No",0]
[]
[131,null,"SOIL DRAINAGE","H4",0]
[]
[131,null,"uPVC Pipes with solvent welded straight joints :","H4",0]
[]
[131,5,"40mm Pipes.","m",0]
[]
[131,6,"50mm Pipes.","m",0]
[]
[131,null,"White uPVC vent pipe in single lengths :","H4",0]
[]
[131,7,"110mm Diameter vent pipe fixed to wall with proprietary brackets at not exceeding 500mm centres.","m",28]
[]
[131,null,"Extra over uPVC pipes for solvent welded fittings :","H4",0]
[]
[131,8,"40mm Plain bend.","No",0]
[]
[131,9,"50mm Plain bend.","No",0]
[]
[132,1,"Black PVC whirlybird vent capping over the 110mm vent pipe.","No",7]
[]
[132,null,"Inspection chambers, catch pits, etc.","H3",0]
[]
[132,null,"Light Composite covers and frames","H4",0]
[]
[132,2,"450 x 450mm x 8.6 kg EN124 A15 light composite manhole cover and frame inclusive of two stainless steel screws lock fasten cover with frame and two vented holes designed for the easy lifting and also has the function for draining, including fixing frame on concrete, ","No",4]
[]
[132,null,"SANITARY FITTINGS, TANKS, GEYSERS, ETC.","H3",0]
[]
[132,null,"Plastic sanitaryware","H4",0]
[]
[132,3,"Plastics 222 AP VIP 200 Pit pedestal complete with integral flap four times plugged to floor with and including 6 x 75mm masonry anchors.","No",7]
[]
[132,4,"Plastics 507AP Granite bowl urinal fitted with \"496AP\" waterless urinal waste fitting hung on wall on and including proprietary brackets.","No",0]
[]
[132,5,"Plastics Christy 382AP Basin, size 570 x 400 x 245mm, provided complete with two tapholes and built in soap holder, hung on wall on and including proprietary wall brackets.","No",1]
[]
[132,null,"Sanitary fitting sundries","H4",0]
[]
[132,6,"Satin chrome thief proof toilet roll holder, PWD Sample 71, plugged to wall.","No",7]
[]
[132,7,"Heavy-duty double-flap hinged toilet seat and cover.","No",7]
[]
[133,null,"Grade 304 stainless steel ware :","H4",0]
[]
[133,1,"Grab rail 1200mm long with two flanges \"SR 1\" plugged to wall with and including stainless steel screws.","No",1]
[]
[133,2,"Dog leg grab rail with three flanges \"DL3\" plugged to wall with and including stainless steel screws.","No",1]
[]
[133,null,"Tanks, geysers, etc.","H3",0]
[]
[133,null,"Rainwater tanks","H4",0]
[]
[133,3,"2500 Litre polyethylene rotomoulded vertical water storage tank complete, on 1600 x 1600 tank stand, including lid, fitted with and including 50 x 15mm reducer and setting in position on concrete tankstand (elsewhere measured) and tying down with 4mm diameter galvanised wire wrapped twice around centre of tank and secured to each corner of tank stand with a double strand of 4mm diameter galvanised wire embedded into concrete. (Note: tanks to be filled with water before Practical Completion). ","No",1]
[]
[133,null," Galvanised Steel Pipe ","H4",0]
[]
[133,4,"22mm galvanised steel pipe","m",1]
[]
[133,null,"Taps, valves, etc.","H4",0]
[]
[133,null,"Solid cast brass taps, valves, etc.","H4",0]
[]
[133,5,"Cobra KM2-200 or other equal approved 15mm chrome plated metered bib tap with non-hold open feature and flow controller.","No",1]
[]
[133,6,"15mm Ball-o-stop valve.","No",0]
[]
[133,7,"22mm Gate valve","No",1]
[]
[133,8,"22mm Non Return valve ","No",1]
[]
[134,null,"Waste unions, traps, etc.","H4",0]
[]
[134,null,"Outlets, traps, etc :","H4",0]
[]
[134,1,"50mm Chromium plated PVC urinal bottle trap.","No",0]
[]
[134,2,"38mm Chromium plated brass slotted basin waste outlet with plug, chain and chain stay.","No",1]
[]
[134,3,"38mm PVC Mini P-trap.","No",1]
[]
[{"$nulls":4},0]
[]
[136,null,"SECTION No. 3 - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[136,null,"BILL No. 13","H2",0]
[]
[136,null,"PAINTWORK","H2",0]
[]
[136,null,"PAINT ON CONCRETE, PLASTER, ETC","H4",0]
[]
[136,null,"Prepare and apply one coat plaster primer, one coat universal undercoat and two coats \"Wall & All\" or other equal approved washable suede sheen acrylic PVA paint on :","H4",0]
[]
[136,1,"Internal smooth plastered walls.","m2",127]
[]
[136,2,"Internal smooth plastered wall in narrow widths not exceeding 300mm wide ","m2",1]
[]
[136,null,"Scrub surface with degreaser, rinse thoroughly with tap water, and apply one coat sealer and two coats epoxy paint on:","H4",0]
[]
[136,3,"Concrete floated or screeded floors ","m2",17]
[]
[136,4,"Granolithic skirting not exceeding 300mm girth.","m",47]
[]
[137,null,"PAINT ON METALWORK","H4",0]
[]
[137,null,"Prepare and apply one coat bituminous paint on :","H4",0]
[]
[137,1,"Backs of steel door frames.","m2",2]
[]
[137,null,"One coat steel etch primer, one coat universal undercoat and two coats gloss enamel paint on :","H4",0]
[]
[137,2,"Hot dipped galvanised steel gates.","m2",2]
[]
[137,null,"One coat red oxide primer, one coat universal undercoat and two coats gloss enamel paint on :","H4",0]
[]
[137,3,"Pre-galvanised steel doors.","m2",2]
[]
[137,4,"Pre-galvanised steel door frames.","m2",2]
[]
[137,null,"PAINT ON FIBRE-CEMENT","H4",0]
[]
[137,null,"Prepare and apply one coat plaster primer and two coats quality matt acrylic PVA on :","H4",0]
[]
[137,5,"External fibre cement fascia boarding including priming cover strips. ","m2",2]
[]
[137,6,"External fibre cement bargeboard including priming cover strips. ","m2",2]
[]
[137,null,"PAINT ON PVC","H4",0]
[]
[137,null,"Prepare and apply two coats black PVA paint on:","H4",0]
[]
[137,7,"Vent pipes.","m2",3]
[]
[{"$nulls":4},0]
[]
[139,null,"SECTION No. 2 - EXTERNAL WORKS - MPAFANE JUNIOR SECONDARY SCHOOL ","H1",0]
[]
[139,null,"BILL No. 14","H2",0]
[]
[139,null,"EXTERNAL WORKS (PROVISIONAL)","H2",0]
[]
[139,null,"Note: ","H4",0]
[]
[139,null,"For Preambles see \"PW 371 - A Edition 2.0 - Construction Works: Specifications, General Specification\" as published by the Department of Public Works (2nd Edition July 2013).",null,0]
[]
[139,null,"DEMOLITIONS","H3",0]
[]
[139,null,"Demolitions","H3",0]
[]
[139,null,"Brickwork building structures","H4",0]
[]
[139,1,"Demolish and cart away single storey toilet block complete, size on plan 10 000mm long x 3 500mm wide x approximately 2500mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with brick, plaster and paint walls including timber doors, ground floor concrete surface bed with granolithic floor covering, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site.","No",1]
[]
[139,2,"Demolish and cart away single storey toilet block complete, size on plan 1 200mm long x 1 200mm wide x approximately 2500mm high, comprised of corrugated iron roof covering on mono-pitch timber rafters, with brick, plaster and paint walls including timber doors, ground floor concrete surface bed with granolithic floor covering, etc. including grubbing up foundations and backfilling holes with material from the stockpiles on site.","No",1]
[]
[140,null,"Pit toilets","H4",0]
[]
[140,1,"Allow for de-sludging of existing \"long drop\" pit latrines by means of \"honey sucker\". The pit latrines are to be completely empty before any other work is carried out.","No",9]
[]
[140,2,"Allow for breaking down and removing from site entire pit latrine structure including any structure that may be inside the pit. Demolition is to only commence once the latrine has been completely emptied (elsewhere measured). Backfill existing hole with imported filling in max 150mm layers and compact to 95% MOD AASHTO density.","No",9]
[]
[140,null,"THE FOLLOWING IN WALKWAYS, RAMPS, ETC.","H3",0]
[]
[140,null,"EARTHWORKS","H4",0]
[]
[140,null,"Site clearance","H4",0]
[]
[140,3,"Clear the areas to be developed of all rubbish, debris, vegetation, shrubs, bush and small trees not exceeding 200mm girth and remove from site.","m2",120]
[]
[140,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[140,4,"Reduced levels under solid floors.","m3",24]
[]
[140,null,"Carting away of excavated material","H4",0]
[]
[140,5,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",24]
[]
[140,null,"Filling","H4",0]
[]
[140,6,"150mm G7 Sub-base course, selected and supplied by the Contractor, deposited in layers not exceeding 150mm thick, watered and consolidated to 93% modified AASHTO density under slabs. ","m3",18]
[]
[141,null,"Prescribed Testing ","H4",0]
[]
[141,1,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. ","No",2]
[]
[141,null,"Reinforced concrete 25MPa (19mm stone) in: ","H4",0]
[]
[141,2,"Paving in panels including any necessary formwork.","m3",12]
[]
[141,3,"Ramps.","m3",0.4]
[]
[141,null,"Surface treatment","H4",0]
[]
[141,4,"Float surface of concrete to a wood float finish.","m2",120]
[]
[141,null,"Test blocks and testing","H4",0]
[]
[141,5,"Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional)","No",2]
[]
[141,null,"Movement joints","H4",0]
[]
[141,6,"10mm Thick \"Jointex\" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide.","m",33]
[]
[141,7,"Remove hinged blocking piece and fill 10 x 15mm cavity with an approved 2 part polysulphide sealer.","m",33]
[]
[141,null,"FORMWORK ","H4",0]
[]
[141,null,"Edges, risers, ends and reveals","H4",0]
[]
[141,8,"Edge, riser, etc not exceeding 300mm high.","m",200]
[]
[142,null,"Reinforcement","H4",0]
[]
[142,1,"Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces.","m2",120]
[]
[142,null,"THE FOLLOWING IN STORMWATER CUT OFF DRAIN / EARTH BERM","H3",0]
[]
[142,null,"Excavate in earth not exceeding 2m deep including trimming sides, levelling and ramming bottoms and deposit in spoil heaps for later re-use or cart away","H4",0]
[]
[142,2,"Reduced levels ","m3",30]
[]
[142,null,"Filling","H4",0]
[]
[142,3,"Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density.","m3",30]
[]
[142,null,"Compaction of surfaces","H4",0]
[]
[142,4,"Scarify in-situ material to a depth of 150mm and compact to 93% Mod AASHTO density.","m2",60]
[]
[142,null,"Grassing, ground cover, etc.","H4",0]
[]
[142,5,"Kikuyu turf (sods or rolls) instant lawn 25 to 40mm thick, imported from commercial sources, laid firmly with staggered joints within three days of being lifted.","m2",50]
[]
[142,null,"THE FOLLOWING IN CONCRETE CHANNELS, ETC.","H3",0]
[]
[142,null,"EARTHWORKS","H4",0]
[]
[142,6,"Holes ","m3",0.3]
[]
[142,7,"Surface trenches.","m3",1]
[]
[143,null,"Carting away of excavated material","H4",0]
[]
[143,1,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",1]
[]
[143,2,"Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.","m2",1]
[]
[143,null,"Sundries","H4",0]
[]
[143,3,"Rip prepared platform level and recompact to 93% Mod. A.A.S.H.T.O. density.","m2",3]
[]
[143,null,"Prescribed Testing ","H4",0]
[]
[143,4,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. ","No",4]
[]
[143,null,"FORMWORK ","H4",0]
[]
[143,null,"Edges, risers, ends and reveals","H4",0]
[]
[143,5,"Edge, riser, etc not exceeding 300mm high.","m",6]
[]
[143,null,"Grooves, channels, mortices, etc.","H4",0]
[]
[143,6,"700 x 150mm V-Channels in top","m",3]
[]
[143,7,"1500 x 750 x 150mm Concrete V-Channel Spreader","No",1]
[]
[143,null,"REINFORCEMENT (PROVISIONAL) ","H3",0]
[]
[143,null,"High tensile rod reinforcement to structural concrete work ","H4",0]
[]
[143,8,"12mm Diameter bars.","t",0.007]
[]
[144,null,"Reinforcement","H4",0]
[]
[144,1,"Ref: 193 High tensile welded steel mesh reinforcement cast into concrete surfaces.","m2",3]
[]
[145,null,"THE FOLLOWING IN STAND PIPE BIP TAP ETC.","H3",0]
[]
[145,null,"EARTHWORKS","H4",0]
[]
[145,1,"Holes ","m3",1]
[]
[145,2,"Surface trenches.","m3",6]
[]
[145,null,"Carting away of excavated material","H4",0]
[]
[145,3,"Load surplus or unsuitable material from spoil heaps and cart away to a dumping site to be located by the Contractor.","m3",1]
[]
[145,null,"Risk of collapse of excavations","H4",0]
[]
[145,4,"Allow for risk of collapse to sides of excavations not exceeding 1.5m deep including all necessary timber shoring, etc.","m2",7]
[]
[145,null,"Keeping excavations free of water","H4",0]
[]
[145,5,"Allow for keeping the excavations free from water.","Item",1]
[]
[145,null,"Filling","H4",0]
[]
[145,6,"Earth filling from the excavations and/or stockpiles in backfilling to trenches, column bases, etc., compacted to 93% Mod AASHTO dry density.","m3",6]
[]
[145,null,"Foundation courses","H4",0]
[]
[145,7,"Imported G7 filling, selected and supplied by the Contractor, including depositing in layers not exceeding 150mm thick and compacting to 95% modified AASHTO dry density to trenches, bases, etc.","m3",0.3]
[]
[145,null,"Sundries","H4",0]
[]
[145,8,"Rip prepared platform level and recompact to 93% Mod. A.A.S.H.T.O. density.","m2",2]
[]
[146,null,"Prescribed Testing ","H4",0]
[]
[146,1,"Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. ","No",2]
[]
[146,null,"CONCRETE (Labour intensive)","H4",0]
[]
[146,null,"Mass concrete 25MPa (19mm stone) in:","H4",0]
[]
[146,2,"Strip foundations cast against excavated surfaces.","m3",2]
[]
[146,null,"Reinforced concrete 25MPa (19mm stone) in: ","H4",0]
[]
[146,3,"Slabs ","m3",1]
[]
[146,4,"110mm PVC Blue Water Pipe ","m3",1]
[]
[146,null,"FORMWORK ","H4",0]
[]
[146,null,"Edges, risers, ends and reveals","H4",0]
[]
[146,5,"Edge, riser, etc not exceeding 300mm high.","m",3]
[]
[146,null,"REINFORCEMENT (PROVISIONAL) ","H3",0]
[]
[146,null,"High tensile rod reinforcement to structural concrete work ","H4",0]
[]
[146,6,"12mm Diameter bars.","t",0.003]
[]
[146,null,"PIPEWORK, ETC.","H3",0]
[]
[146,null,"Pipes, pipe fittings, etc.","H3",0]
[]
[146,null,"WATER SUPPLIES","H4",0]
[]
[147,null,"Class 2 copper pipes with straight compression fittings","H4",0]
[]
[147,1,"22mm Pipe and fixing to walls, floors, in roofs, in concrete, etc. including any necessary proprietary holderbats, fixings, etc.","m",46]
[]
[147,null,"Extra over copper pipes for brass compression fittings ","H4",0]
[]
[147,2,"22mm Fittings. ","No",12]
[]
[147,null,"uPVC Pipes ","H4",0]
[]
[147,3,"110mm Blue Water Pipe.","m",7]
[]
[147,null,"SANITARY FITTINGS","H3",0]
[]
[147,null,"Solid cast brass taps, valves, etc.","H4",0]
[]
[147,4,"Bib Tap or Similar approved ","No",4]
[]
[147,null,"THE FOLLOWING IN SECURITY FENCING","H3",0]
[]
[147,null,"SECURITY FENCING","H4",0]
[]
[147,null,"Site clearance","H4",0]
[]
[147,5,"Allow for clearing site for the width of 1000mm where fencing runs are to be erected including removing trees, shrubs, etc., not exceeding 200mm girth, grubbing up roots and roughly levelling.","m",60]
[]
[147,null,"Fencing","H4",0]
[]
[147,6,"4mm galvanised straining wires (evenly spaced) secured to straining posts with doubled 2mm galvanised wire inserted through hole in post and turned a minimum of four turns around straining wire and attached to straining frame at one end with not less than four turns at the other end to and inclusing 12mm diameter straining eye bolts.","m",240]
[]
[148,1,"Fencing formed of 100 x 50 x 2.5mm diameter Class A galvanised \"Secumesh\" security fence 1.8m high with vertical wires facing outwards secured with \"Howgring\" clips applied with \"Howgring\" pliers at 300mm centres to top and bottom straining wires and 500mm centres to four intermediate straining wires (elsewhere).","m",60]
[]
[148,null,"Hot dipped galvanised steel posts, etc.","H4",0]
[]
[148,2,"60mm Diameter x 2.5mm wall thickness intermediate fencing post, 2700mm long fitted with pressed steel mushroom cap, the post fitted with 150 x 150 x 5mm baseplate at bottom and embedded in 350 x 350 x 600mm mass concrete (15 MPa) base including all necessary excavations, backfilling, concrete, etc.","No",20]
[]
[148,3,"100mm Diameter x 3mm wall thickness end or corner post 2700mm long fitted with pressed steel mushroom cap and one 60mm diameter x 2mm wall thickness raking stay, the post and stay fitted with 150 x 150 x 5mm baseplate at bottom and embedded in 350 x 350 x 600mm mass concrete (15 MPa) base, including all necessary excavations, backfilling, concrete, etc.","No",2]
[]
[148,4,"100mm Diameter x 3mm wall thickness intermediate straining or corner post 2700mm long fitted with pressed steel mushroom cap, but fitted with two 60mm diameter x 2mm wall thickness galvanised steel raking stays, the post and stays fitted with 150 x 150 x 5mm baseplate at bottom and embedded in 350 x 350 x 600mm mass concrete (15 MPa) base, including all necessary excavations, backfilling, concrete, etc.","No",4]
[]
[149,null,"Hot dipped galvanised steel gates","H4",0]
[]
[149,1,"Security fence single gate, size 1000mm wide x 1800mm high,  formed of 50mm diameter nominal bore x 3.25mm wall thickness mild steel pipe all round with mitred and welded angles and diagonal cross brace, 146 x 280mm hand access opening formed of 40 x 40 x 2.5mm square section framing welded on, the gate covered  the gate covered with 100 x 50 x 2.5mm diameter Class A galvanised \"Secumesh\" security fence secured with \"Howgring\" clips applied with \"Howgring\" pliers at 300mm centres to and including six rows of straining wires and fitted with three 24mm diameter x 300mm long eyebolt hinges and stops including all holes, etc., welded or bolted to adjoining galvanised gatepost.","No",1]
[]
[149,null,"Sundries","H4",0]
[]
[149,2,"Extra over excavations in earth (concrete bases) for excavation in soft rock.","m3",0.2]
[]
[149,3,"51mm brass padlock with stainless steel shackle. ","No",1]
[]
[{"$nulls":4},0]
[]
[151,1,"PREMILINARIES AND GENERAL","Page",98,0]
[]
[151,2,"ALTERATIONS, DEMOLITIONS, ETC.","Page",102,0]
[]
[151,3,"EARTHWORKS (PROVISIONAL)","Page",107,0]
[]
[151,4,"CONCRETE, FORMWORK & REINFORCEMENT","Page",112,0]
[]
[151,5,"MANSORY ","Page",116,0]
[]
[151,6,"WATERPROOFING ","Page",119,0]
[]
[151,7,"ROOF COVERINGS, ETC","Page",120,0]
[]
[151,8,"CARPENTRY AND JOINERY ","Page",123,0]
[]
[151,9,"IRONMONGERY ","Page",124,0]
[]
[151,10,"STRUCTURAL STEEL ","Page",125,0]
[]
[151,11,"METALWORK","Page",128,0]
[]
[151,12,"PLASTERING","Page",129,0]
[]
[151,13,"PLUMBING AND DRAINAGE (PROVISIONAL)","Page",135,0]
[]
[151,14,"PAINTWORK","Page",138,0]
[]
[151,15,"EXTERNAL WORKS","Page",150,0]
[]
[151,null,"Sub Total","ST",0,null,"Sub Total"]
[]
[152,null,"CONTINGENCY PROVISIONS","H3",0]
[]
[152,null,"The Tenderer is to allow hereunder for 5 (Five) percent of the Nett Builders Work Sub-Total to be used as a Budgetary Provision for construction contingencies of a general nature and for the finalisation of design detailing. This sum, or any portion thereof, shall be expended at the sole discretion of the Principal Agent. Any residual balance remaining subsequent to such expenditure shall be deducted in its entirety from the Contract Sum.","%"]
[]
[153,1,"PRELIMINARIES AND GENERAL (NOT TO BE PRICED, P&G PRICED PER SCHOOL SECTION)","Page",46,0]
[]
[153,2,"SECTION NO.2 - NXELE JUNIOR SECONDARY SCHOOL","Page",97,0]
[]
[153,3,"SECTION NO.3 - MPAFANE JUNIOR SECONDARY SCHOOL","Page",152,0]
[]
[153,null,"Sub-Total","ST",0,null,"Sub Total"]
[]
[153,null,"Add Value - Added Tax at the rate applicable as at Tender closing date.","TAX",15]
["MSD ITEMS",543,"RATE#",0]