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1 Fire Damage epairs: Desais Quantity Amount No BILL NO. 1 PELIMINAIES BUILDING AGEEMENT AND PELIMINAIES The JBCC Series 2000 Minor Works Agreement (August 2007 edition 4.0) prepared by the Joint Building Contract Committee shall be the applicable building agreement, amended as hereinafter described The JBCC Minor Works Agreement Contract Data EC (Edition 4 - July 2007) and the JBCC Minor Works Agreement Agreement Contract Data CE (Edition 4 - August 2007) form an integral part of this agreement The ASAQS Preliminaries (November 2007 edition) published by the Association of South African Quantity Surveyors for use with the said JBCC Minor Works Agreement (Edition 4 -August 2007) shall be deemed to be incorporated in these bills of quantities Contractors are referred to the abovementioned documents for the full intent and meaning of each clause thereof These clauses are hereinafter referred to by clause number and heading only. Where standard clauses or alternatives are not entirely applicable to this agreement such modifications, corrections or supplements as will apply are given under each relevant clause heading and such modifications, corrections or supplements shall take precedence notwithstanding anything contrary contained in the abovementioned documents Where any item is not relevant to this specific agreement such item is marked N/A, signifying "not applicable" SYSTEM OF MEASUEMENT Where possible, the system of measurement used in this document is the "Standard System of Measuring Building Works" (Latest Edition) as published by the Association of South African Quantity Surveyors. But there are instances herein where the onus is placed on the contractor to timeously establish what the necessary details, thicknesses and other similar design information is for existing work, or alterations thereto, in order to be able to price the various items of the works. It is incumbent upon the contractor to be totally familiar with the existing work and what is required in terms of the new works by familiarising himself with the design drawings, inspecting the site, making notes thereon in detail and establishing from the principal agent comprehensive and detailed design requirements. These bills of quantities have been prepared from incomplete design documentation and must be regarded as only a guide as to what is required BILL NO. 1 PELIMINAIES Page -1-

2 Fire Damage epairs: Desais PEAMBLES FO TADES The Model Preambles for Trades (2008 edition) as published by the Association of South African Quantity Surveyors shall be deemed to be incorporated in these bills of quantities and no claims arising from brevity of description of items fully described in the said Model Preambles will be entertained Supplementary preambles are incorporated in these bills of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the said Model Preambles The contractor's prices for all items throughout these bills of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles PICING OF PELIMINAIES In terms of subclause in the Contract Data - Contractor to Employer (CE) for the purpose of adjustment of these preliminaries, the amount entered into the amount column in these preliminaries is to be divided into one or more of the three categories provided namely Fixed (F), Value elated (V) and Time elated (T) SECTION A - MINO WOKS AGEEMENT Definitions (A1) 1 Clause Definitions and Interpretation Preparation (A2 - A4) 2 Clause Security and Guarantees 3 Clause isk and Insurance F:... V:...T:... 4 Clause Documents, Design and Assignment Provision is made in the summary page of these bills of quantities for the inclusion of Value Added Tax (VAT) [4.3] BILL NO. 1 PELIMINAIES Page -2-

3 Fire Damage epairs: Desais Execution (A5 - A8) 5 Clause Employer 6 Clause Employer's Agents 7 Clause Contractor 8 Clause Employer's Direct Contractors Completion (A9 - A12) 9 Clause Practical Completion 10 Clause Final Completion and Latent Defects Liability 11 Clause evision of Date for Practical Completion The removal and replacement of materials and/or workmanship which do not conform to specification or the contract drawings shall not constitute grounds for the extension of the construction period nor for the adjustment of the contract value (Clause 11.1) 12 Clause Penalty for Noncompletion BILL NO. 1 PELIMINAIES Page -3-

4 Fire Damage epairs: Desais Payment (A13 - A14) 13 Clause Valuation and Payment to the Contractor The inclusion of materials and goods stored off site in the amount authorised for payment in terms of clause 13.5 shall be at the sole discretion of the principal agent and such inclusion shall only be considered upon the provision, by the contractor, of an approved guarantee issued by a registered commercial bank. [13.5.2] 14 Clause Adjustment to the Contract Value All fluctuations in costs, with the exception of fluctuations in the rate of Value Added Tax, shall be for the account of the contractor Where prices are submitted by the contractor during the progress of the works in respect of contract instructions or in regard to a claim under the terms of the contract and notwithstanding the fact that such prices may be used in an interim payment certificate, there is to be no presumption of acceptance. Should the principal agent wish to accept any such prices prior to the issue of the certificate of final completion, it shall be in writing Termination (A15 - A17) 15 Clause Termination by Employer 16 Clause Termination or Suspension by Contractor 17 Clause Termination - Impossibility of Performance Dispute (A18) 18 Clause Settlement of Disputes BILL NO. 1 PELIMINAIES Page -4-

5 Fire Damage epairs: Desais Contract variables (A19 - A20) 19 Clause Post Tender Provisions The contractor is to complete before submission of his tender the JBCC Minor Works Agreement Contract Data CE 20 Clause Contractual Agreement The required information of the contracting parties and the amount of the accepted contract sum shall be inserted in the agreement for signature of the agreement by the parties SECTION B - PELIMINAIES Definitions and interpretation (B1) 21 Clause Definitions and interpretation Documents (B2) 22 Clause Checking of documents 23 Clause Provisional bills of quantities 24 Clause Availability of construction documentation The budgetary allowances and subcontract amounts allocated for subsequent trades included in this agreement will be separately procured, based on multiple procurement of subcontractors during the construction period BILL NO. 1 PELIMINAIES Page -5-

6 Fire Damage epairs: Desais Previous work and adjoining properties (B3) 25 Clause Previous work - dimensional accuracy 26 Clause Previous work - defects 27 Clause Inspection of adjoining properties Samples, shop drawings and manufacturer's instructions (B4) 28 Clause Samples of materials 29 Clause Workmanship samples 30 Clause Shop drawings 31 Clause Compliance with manufacturer's instructions Deposits and fees (B5) 32 Clause Deposits and fees Temporary services (B6) 33 Clause Water 34 Clause Electricity BILL NO. 1 PELIMINAIES Page -6-

7 Fire Damage epairs: Desais 35 Clause Telecommunication facilities 36 Clause Ablution facilities Prime cost amounts (B7) 37 Clause esponsibility for prime cost amounts Special attendance on n/s subcontractors (B8) 38 Clause Special attendance General (B9) 39 Clause Protection of the works 40 Clause Protection/isolation of existing/sectionally occupied works 41 Clause Security of the works 42 Clause Notice before covering work 43 Clause Disturbance 44 Clause Environmental disturbance F:... V:... T: Clause Works cleaning and clearing BILL NO. 1 PELIMINAIES Page -7-

8 Fire Damage epairs: Desais 46 Clause Vermin 47 Clause Overhand work Schedule of variables (B10) Information necessary for elections and completion of those clauses contained in the schedule which are necessary for tender purposes is given hereunder. Where no information is given it shall mean that no specific requirements are expected or that the clause is not relevant to this specific contract Provisional bills of quantities [clause 2.2] The quantities are provisional YES Availability of construction documentation [clause 2.3] Construction documentation is complete NO Previous work - dimensional accuracy [clause 3.1] Previous work - defects [clause 3.2] Inspection of adjoining properties [clause 3.3] Water [clause 7.2] Option A (by contractor) Option B (by employer - free of charge) Option C (by employer - metered) No Yes No Electricity [clause 7.3] Option A (by contractor) Option B (by employer - free of charge) Option C (by employer - metered) No Yes No BILL NO. 1 PELIMINAIES Page -8-

9 Fire Damage epairs: Desais Telecommunications [clause 7.4] Telephone Facsimile Yes Yes Yes Ablution facilities [clause 7.5] Option A (by contractor) Option B (by employer) Yes No Protection of the works [clause 9.1] Protection/isolation of existing/sectionally occupied works [clause 9.2] Protection/isolation is required Yes Disturbance [clause 9.5] Environmental disturbance [clause 9.6] SECTION C - SPECIFIC PELIMINAIES 48 Site instructions Contract Instructions issued on site are to be recorded in triplicate in a site instruction book which is to be maintained on site by the contractor BILL NO. 1 PELIMINAIES Page -9-

10 Fire Damage epairs: Desais 49 Warranties for material and workmanship Where warranties for materials and/or workmanship are called for, the contractor shall obtain a written warranty, addressed to the employer, from the firm supplying the materials and/or doing the work and shall deliver same to the principal agent on the final completion of the contract. The warranty shall state that workmanship, materials and installation are warranteed for a specified period from the date of final completion and that any defects that may arise during the specified period shall be made good at the expense of the firm supplying the materials and/or doing the work, upon written notice to do so. The warranty will not be enforced if the work is damaged by defects in the construction of the building in which case the responsibility for replacement shall rest entirely with the contractor F:...V:...T: Co-operation of contractor for cost management It is specifically agreed that the contractor accepts the obligation of assisting the principal agent in implementing proper cost management. The contractor will be advised by the principal agent of all cost management procedures which will be implemented to ensure that the final building cost does not exceed the budget. The principal agent undertakes to make available to the contractor all budgetary allowances and cost assessments/reports to enable the proper procedure to be implemented and the contractor shall attend all cost plan review and cost management meetings. The contractor undertakes to extend these procedures, as necessary, to all subcontractors F:...V:...T: Testing of windows for watertightness Each window shall be tested for watertightness with water sprayed on using adequate pressure. If in the opinion of the principal agent, the pressure proves to be inadequate, then the pressure shall be boosted by means of compressed air or other approved means F:... V:... T: Sub-contractor List The contractor shall provide the principal agent with a list of all sub-contractors enlisted on the project prior to appointment, for comment and discussion to performance and work quality experienced on previous projects. On request of the principal agent, any such sub-contractors will be withdrawn based on mutual understanding F:... V:... T:... BILL NO. 1 PELIMINAIES Page -10-

11 Fire Damage epairs: Desais 53 Overtime Should overtime be required to be worked for any reason whatsoever, the cost of such overtime is to be borne by the Contractor, unless the Principal Agent has specifically authorized, in writing, prior to the execution thereof, that costs for such overtime is to be borne by the Employer F:... V:... T: Prime cost amounts Notwithstanding any information to the contrary in the contract document or preliminaries, references to "Prime Cost" or "PC" shall mean the cost at which an item or material is obtained inclusive of delivery to site and exclusive of value added tax. Unless otherwise stated installation is not included in the Prime Cost and the contractor is to include this in his rate. The prime Cost does not include any allowance for wastage and refers to cost per net measurable unit. The contractor is to allow for wastage, shrinkage, bulking etc. F:... V:... T: Tenders for Sub-contracts Tenders for all items covered by sub-contract amounts and prime cost amounts shall include a warranty to the effect that the tender is a net tender and does not contain (directly or indirectly) any allowance, discount, payment or refund in favour of any person, company or concern whatever, nor will any such allowance, discount, payment or refund be made or credited F:... V:... T:... BILL NO. 1 PELIMINAIES Page -11-

12 Fire Damage epairs: Desais 56 Occupational Health and Safety Act The Contractor shall fulfill the requirements of the Occupational Health and Safety Act (Act 85 of 1993) and shall specifically undertake to comply with the following provisions: a) The Contractor shall ascertain and acquaint himself with the provisions of the aforementioned Act b) The Contractor shall take all the necessary steps to comply with such provisions, read together with any regulations promulgated in terms of the aforementioned Act, as well as the aforementioned health and safety policy, provided that: i) the Employer at any reasonable time be given the opportunity to satisfy himself by means of an inspection on site that such provisions are being complied with; ii) in the event of failure to comply with any such provision, the employer shall call on the Contractor in writing to remedy such failure within a reasonable period of time as set out in the employer's notice; and iii) failing which, the employer may take the necessary remedial steps himself in order to rectify the failure, in which event the employer may recover, or deduct from monies owing, from the Contractor, all cost he had incurred F:... V:... T:... SUMMAY OF CATEGOIES Category: Fixed... Category: Value... Category: Time... BILL NO. 1 PELIMINAIES Page -12-

13 Fire Damage epairs: Desais BILL NO. 1 PELIMINAIES COLLECTION Page No Total Brought Forward from Page No. Page -1- Amount Page -2- Page -3- Page -4- Page -5- Page -6- Page -7- Page -8- Page -9- Page -10- Page -11- Page -12- BILL NO. 1 PELIMINAIES Carried to Bill Summary Page -13-

14 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 2 ALTEATIONS SUPPLEMENTAY PEAMBLES View site Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained General Notwithstanding Clause 4 of the Alterations section of the "Standard System of Measuring Building Work" (latest edition) the removal of sundry joinery attached to walls to be demolished has not been measured separately (unless required for re-use) and is deemed to be included in the rates for demolishing of walls Notwithstanding Clause 4 of the Alterations section of the "Standard System of Measuring Building Work" (latest edition) the removal of pipework embedded in walls to be demolished has not been measured separately and is deemed to be included in the rates for demolishing of walls The contractor shall carry out the whole of the works with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their tenants. He shall provide proper protection and provide, erect and remove when directed, any temporary tarpaulins that may be necessary during the progress of the works, all to the satisfaction of the principal agent BILL NO. 2 ALTEATIONS Page -14-

15 Fire Damage epairs: Desais Water supply pipes and other piping that may be encountered and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the principal agent Doors, windows, shutters, fanlights, fittings, frames, linings, etc which are to be re-used shall be thoroughly overhauled before refixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery as necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber, unless otherwise described. e-painting or re-varnishing is given separately Prices for taking out of doors, windows, etc shall include for removal of all beads, architraves, ironmongery, etc Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good floor and wall finishes to match existing Prices for building up openings in plastered brick walls shall include for chipping out plaster reveals, chipping out a 200mm wide band of plaster around the openings to be bricked-up, hilti-fixing 470mm long galvanised hoop iron straps at 425mm centres to existing brickwork in reveals, building up the openings in SABS approved clay bricks in class II mortar and nailing, using 50 x 20mm galvanised hoop iron pieces (4No/m2) bird mesh to the infill brickwork panel prior to plastering, extending over the joint onto the 200mm wide band, followed by the plaster finish as per architects specification and making good With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, tops of walls, etc, shall be levelled and prepared for raising of brickwork Making good of finishes shall include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary BILL NO. 2 ALTEATIONS Page -15-

16 Fire Damage epairs: Desais The contractor will be required to take all dimensions affecting the existing buildings on the site and he will be held solely responsible for the accuracy of all such dimensions where used in the manufacture of new items (doors, windows, fittings, etc) Making good Prices for all works described throughout the Bills of Quantities are to include for making good, whether specifically mentioned or not in all trades except Painting, unless otherwise described. The Contractor must make good to existing work damaged or disturbed through alterations and to existing work remaining after doors, windows,screens, fittings, walls, etc. are removed, by fitting in short lengths of skirtings, architrave's, etc. and taking out and making good suspended ceilings and floors on necessary joists, etc., plaster finishings to walls and ceilings and rendering, floor tiles, etc., to floors for facing up walls with brickwork cut, toothed and bonded to existing with facing bricks, quarry tiles or common brickwork to receive finishings, unless otherwise described All materials in making good are to match existing and the work is to be left complete and perfect in every respect Taking out Taking out doors, screens, windows, fittings, etc. is to include for their removal complete with frames, ironmongery, glass, etc., for removing architrave's, quadrants skirtings, blinds,burglar guards and all accessories to walls, reveals and around openings, for cutting out sills, etc., hacking up flooring in openings and for making good as previously described to walls, reveals, etc. unless otherwise described Taking out chalkboards, pinning boards, etc. is to include for their removal complete with surrounds, bearers, brackets, etc. BILL NO. 2 ALTEATIONS Page -16-

17 Fire Damage epairs: Desais Protection In taking down and removing existing work the utmost care is to be observed to avoid any structural or other damage to the remaining portions of the buildings. The Contractor must also protect all work not removed such as walls, floors, doors, windows or other joinery, loose and fixed fittings and electrical appliances, etc. from damage during the progress of the work and provide all necessary materials for so doing. TheContractor will be held solely responsible for any damage to persons or property and for the safety of the structure throughout the whole of this Contract and must make good at his own expense any damage that may occur. Old Materials to be carted away Old materials from alterations and/or demolitions except where described as to be re-used or handed over, as well as all rubbish etc must be regularly carted from the site and not be allowed to accumulate on or around the site emoval of demolished, or other, materials arising from the alterations and demolitions Descriptions of "removing", or "carting away", of such material shall be hereby deemed to include loading such material onto trucks directly from the works, or, alternatively, from stock piles situated on site, and taking such material to a registered dump-site that has been located off-site by the contractor for such disposal. The availability of such dump-site, and its possible subsequent replacement, is at the sole risk of the contractor and no claims in respect of additional costs arising from this possibility will be entertained. BILL NO. 2 ALTEATIONS Page -17-

18 Fire Damage epairs: Desais Handing over of materials Where certain materials or articles from demolitions or alterations are described as to be handed over by the contractor to the egional epresentative or epresentative Agent, such materials or articles shall be properly stored by the contractor until handing over thereof. The contractor shall obtain an official receipt listing the materials or articles and dates of handing over. If the contractor fails to submit the receipt when requested to do so it shall be deemed that the materials or articles are still in his possession and he will be held liable to the Department for the full replacement value thereof which amount will be deducted from monies due to the contractor Credits The Employer reserves the right to retain any material arising from the Demolition and Alterations works not specifically stated as to be set aside for his use. Contractors are therefore to indicate Credits allowed for materials to be removed as these credit rates will be used to reimburse the Contractor for any such material retained by the Employer. If no Credit is indicated, the Employer will be entitled to retain materials free of charge TEMPOAY BAIES, SCEENS, ETC Temporary barriers, screens, etc including removal 1 Dust screen to plain opening 900 x 2640mm high, of suitable timber framing with 375 micron polyethylene sheeting stapled on on one side, including corners, ends, etc No 1 2 Dust screen to plain opening 7660 x 2640mm high, of suitable timber framing with 375 micron polyethylene sheeting stapled on on one side, including corners, ends, etc No 1 3 Drywall barrier 2.64m high of galvanised steel channel section rails and studs covered on one side with shutterboard, including corners, ends, etc m 12 BILL NO. 2 ALTEATIONS Page -18-

19 Fire Damage epairs: Desais 4 Extra over for hollow core single door 813 x 2032mm high, including steel frame, approved lock, primer and two coats paint No 1 EMOVAL OF EXISTING WOK General site clearance 5 emoving rubbish, debris, rubble, fire damaged materials, etc from the site, prior to commencement of the works Breaking up and removing 6 Office and stores 4.20 x 3.50m on plan and 3.6m high, comprising stud walls, partitions, timber mezzanine floor, timber staircase, doors, windows, screens, security gates, posts, bearers, joinery fittings, etc No 1 7 Office and stores x 3m on plan and 3.6m high, comprising stud walls, partitions, timber mezzanine floor, doors, windows, screens, posts, bearers, joinery fittings, etc No 1 Breaking up and removing reinforced concrete, including cutting off and removing reinforcement 8 100mm Thick cupboard slabs m2 2 Breaking down and removing brickwork etc 9 Half brick walls m One brick walls m2 55 Taking out and removing doors, windows, etc from brickwork to be demolished 11 Timber single door and frame not exceeding 2.5m² No 3 12 Glazed aluminium window not exceeding 2.5m² No 1 13 Glazed aluminium window exceeding 2.5m² and not exceeding 5m² No 1 14 Glazed aluminium window exceeding 5m² and not exceeding 7.5m² No 1 15 Steel security screen not exceeding 2.5m² No 3 BILL NO. 2 ALTEATIONS Page -19-

20 Fire Damage epairs: Desais 16 Steel security screen exceeding 5m² and not exceeding 7.5m² No 1 17 Steel security gate and screen exceeding 2.5m² and not exceeding 5m² No 1 Taking out and removing doors, windows, etc, including thresholds, sills, etc (building up openings and making good finishes elsewhere) 18 Timber double door exceeding 2.5m² and not exceeding 5m² No 2 19 Glazed steel window not exceeding 2.5m² No 8 20 Glazed steel window exceeding 2.5m² and not exceeding 5m² No 14 Taking out and removing doors, windows, etc, including thresholds, sills, etc, making good all round and preparing opening to receive new doors, windows, etc (new doors, windows, etc elsewhere) 21 Aluminium sliding-folding door and frame 4785 x 2635mm high from 340mm hollow wall No 2 Taking down and removing roofs, floors, panelling, ceilings, partitions, etc and making good all round 22 Fire damaged lean-to roof and side cladding, x 36.34m overall on plan abd 6.5m high at apex, of timber trusses and purlins, sheet steel covering and side cladding, suspended ceilings and cornices, gutters and rainwater pipes, including taking out and removing sprinkler installation, air conditioning installation and other services, etc No 1 23 Tongued and grooved timber suspended floors, including skirtings, timber joists, bearers, etc m2 35 Taking out and removing sundry joinery work, fittings, etc and making good all round 24 Timber floor cupboard 800 x 600 x 1700mm high No 2 25 Timber floor cupboard 6000 x 600 x 900mm high No 1 BILL NO. 2 ALTEATIONS Page -20-

21 Fire Damage epairs: Desais Taking out/off and removing sundry metalwork and making good all round 26 Steel signage 1100mm high, plugged to concrete or brickwork m Steel security gate 4785 x 2635mm high overall, bolted to brickwork or concrete No 2 28 Steel security ceiling screen 3830 x 3000mm wide overall, bolted to brickwork or concrete No 1 29 Double slot shelf wall bands 2100mm long, plugged to brickwork No 22 Hacking up/off and removing granolithic, screeds, plaster, etc from concrete or brickwork and preparing surfaces for new screed, plaster, tile finishes, etc 30 30mm Screed from floors in patches m2 80 Hacking up/off and removing ceramic tiles including removing mortar bed or adhesive from concrete or brickwork and preparing surfaces for new screed, plaster, tile finish, etc 31 Tiles to floors m Tiles to walls m2 124 BUILDING UP OPENINGS Brickwork in SABS approved clay bricks to match existing in class II mortar in building up openings, including bonding new to existing and making good cement plaster on both sides (making good paintwork elsewhere) 33 Opening 900 x 2100mm high overall in 270mm hollow wall of two half brick skins No 1 PEPAATOY WOK TO EXISTING SUFACES Brick walls (small part concrete) 34 Hacking faces of existing painted brickwork, concrete columns, beams, etc to receive plaster m2 207 BILL NO. 2 ALTEATIONS Page -21-

22 Fire Damage epairs: Desais Screed 35 Making good defects in existing screeded floors with "Pavelite" m MAKING GOOD OF FINISHES, ETC Making good concrete surface beds mm Thick concrete surface beds in patches including compaction of surfaces, 20MPa/19mm concrete, type 193 fabric reinforcement and 250 micron green polyethylene waterproof sheeting, etc (screed and floor finish elsewhere) m2 8 Making good cement screeds 37 40mm Thick on floors in patches m2 88 OPENINGS THOUGH EXISTING WALLS ETC Altering openings 38 Altering opening in 340mm hollow wall formed of two half brick skins where 2320 x 2650mm high timber door and frame removed to form opening for new timber door and frame 1742 x 2100mm high overall by building up brickwork on sides and top, including lintols, building cavity solid, etc and making good cement plaster on both sides and into reveals and with 20 MPa concrete threshold with steel trowelled finish ( new door and making good paintwork elsewhere) No 2 Breaking out for and forming openings through brick walls for new doors and frames, including damp proof course, prestressed concrete lintels, etc, making good cement plaster on both sides and into reveals and with 20 MPa concrete thresholds with steel trowelled finish (new doors and frames and making good paintwork elsewhere), all to match existing 39 Opening for cold room door and frame 900 x 2100mm high overall through 270mm hollow wall of two half brick skins, including building cavity solid, etc No 1 40 Opening for timber door and frame 900 x 2100mm high overall through 340mm hollow wall of two half brick skins, including building cavity solid, etc No 1 BILL NO. 2 ALTEATIONS Page -22-

23 Fire Damage epairs: Desais BILL NO. 2 ALTEATIONS COLLECTION Page No Total Brought Forward from Page No. Page -14- Amount Page -15- Page -16- Page -17- Page -18- Page -19- Page -20- Page -21- Page -22- BILL NO. 2 ALTEATIONS Carried to Bill Summary Page -23-

24 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 3 CONCETE, FOMWOK AND EINFOCEMENT SUPPLEMENTAY PEAMBLES Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect. The testing shall be undertaken by an independent firm or institution nominated by the contractor to the approval of the architect. (Test cubes are measured separately) Formwork Description of formwork shall be deemed to include use and waste only (except where described as "left in" or "permanent"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formworks to soffits of solid slabs etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described Formwork to soffits of slabs, beams, etc shall be deemed to be propped up exceeding 1,5m and not exceeding 3,5m high unless otherwise described EINFOCED CONCETE CAST ON/IN FOMWOK BILL NO. 3 CONCETE, FOMWOK AND EINFOCEMENT Page -24-

25 Fire Damage epairs: Desais 25 MPa/19 mm concrete 1 Slab over strong oom m TEST CUBES Test cubes 2 Making and testing 150 x 150 x 150mm concrete strength test cubes OUGH FOMWOK (DEGEE OF ACCUACY II) ough formwork to sides 3 Edges, risers, ends and reveals, etc. not exceeding 300 mm high or wide m 6 ough formwork to soffits 4 Slabs propped up exceeding 1.5m and not exceeding 3.5m high m2 6 MOVEMENT JOINTS ETC Two layers of tempered masonite in slip joints between horizontal concrete and brick surfaces including cement mortar bed 5 Slip joints not exceeding 300mm wide m 6 EINFOCEMENT Mild and high tensile steel reinforcement to structural concrete work (Provisional) 6 Bars of varying diameter to structural concrete work kg 158 BILL NO. 3 CONCETE, FOMWOK AND EINFOCEMENT Page -25-

26 Fire Damage epairs: Desais BILL NO. 3 CONCETE, FOMWOK AND EINFOCEMENT COLLECTION Page No Total Brought Forward from Page No. Page -24- Amount Page -25- Carried to Bill Summary BILL NO. 3 CONCETE, FOMWOK AND EINFOCEMENT Page -26-

27 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 4 MASONY SUPPLEMENTAY PEAMBLES BICKWOK Sizes in descriptions Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick Hollow walls etc Descriptions of hollow walls shall be deemed to include leaving every fifth perpend of the bottom course of the external skin open as a weep hole. BICKWOK Brickwork of SABS approved NFP clay bricks in class II mortar 1 Half brick walls m Half brick walls in infill panels between steel columns m One brick walls m One brick walls in infill panels between steel columns m mm Hollow walls of two half brick skins in infill panels between concrete stub columns, including wire ties m2 65 BICKWOK SUNDIES Sundries 6 Cutting toothings and bonding new brickwork to existing m2 5 BILL NO. 4 MASONY Page -27-

28 Fire Damage epairs: Desais 7 Carefully cut/break out 500mm wide x 170mm high x 110mm deep pockets in brickwork to form toothings to bond new reinforced concrete slab to walls No 6 Joint forming material in movement joints 8 10mm Movement joints with "Sondor Jointex" closed cell expanded polyethylene filler with tear-off strip, built in vertically through brick walls not exceeding 300mm wide m mm Galvanised brick reinforcement 9 75mm Wide reinforcement built in horizontally m mm Wide reinforcement built in horizontally m 618 Prestressed fabricated concrete lintels including necessary temporary supports x 110mm Lintels in varying lengths m 40 Galvanised hoop iron cramps, ties, etc x 1.6mm "eco Tibond" or other approved wall tie strips shot pinned to concrete and with ties bent out and built into brickwork m x 1.6mm Cramp 500mm long with one end screwed to wood frame and the other end built into brickwork No 72 BILL NO. 4 MASONY Page -28-

29 Fire Damage epairs: Desais BILL NO. 4 MASONY COLLECTION Page No Total Brought Forward from Page No. Page -27- Amount Page -28- BILL NO. 4 MASONY Carried to Bill Summary Page -29-

30 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 5 WATEPOOFING SEALING STIPS, JOINT SEALANTS, ETC Approved two-part grey polysulphide sealing compound including backing cord, bond breaker, primer, etc 1 10 x 10mm In vertical expansion joints including raking out expansion joint filler as necessary m 56 BILL NO. 5 WATEPOOFING Carried to Bill Summary Page -30-

31 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 6 OOF COVEINGS POFILED METAL SHEETING AND ACCESSOIES SUPPLEMENTAY PEAMBLES Specifications, Guidelines, etc Workmanship and materials shall comply with the "Klip-Lok 410" guidelines and specifications as laid down by "Safintra". 0.55mm "Saflok 410 Colorplus" aluminium-zinc (AZ150) ribbed double interlocking roof sheeting in single lengths and accessories with "Colorplus" colour coated finish on one side, fixed to steel purlins or rails in strict accordance with the manufacturer's recommendations 1 oof covering with pitches not exceeding 25 degrees m Side cladding m idge flashing 462mm girth including polyclosures m 37 4 Barge flashing 570mm girth m 69 5 External corner flashing 736mm girth m 19 6 Internal corner flashing 736mm girth m 7 7 Drip flashing 231mm girth m Vertical end trim flashing 490mm girth, twice bent m 5 9 Broadflute closures m 73 OOF VENTILATOS BILL NO. 6 OOF COVEINGS Page -31-

32 Fire Damage epairs: Desais Manufactured by "Helm Engineering" or other approved 10 Type "Firelight MK III" colour coated aluminium multi-purpose ridge ventilator 3000mm long fitted with birdproofing and burglar bars and fixed through ribbed roof sheeting to steel purlins including flashings, closers, sealing strips, etc (to be supplied and fitted with electronic controls) No 5 OOF AND WALL INSULATION 50mm Thick "Lambdaboard" laminated polyisocyanurate foam core rigid board with clear matt mineral coated fibre glass tissue upper facing and white washable coated fibre glass tissue lower exposed facing, fixed in strict accordance with the manufacturer's instructions 11 Insulation boarding in 1220mm widths with H or T-section aluminium bearers at longitudinal joints, laid over purlins (at approximately 1400mm centres) and fixed concurrent with roof covering, including holes through boards etc m Insulation boarding in 1220mm widths with H or T-section aluminium bearers at longitudinal joints, placed vertically against girts, bearers, etc (at approximately 700mm centres) and fixed concurrent with vertical cladding, including holes through boards etc m2 480 BILL NO. 6 OOF COVEINGS Page -32-

33 Fire Damage epairs: Desais BILL NO. 6 OOF COVEINGS COLLECTION Page No Total Brought Forward from Page No. Page -31- Amount Page -32- BILL NO. 6 OOF COVEINGS Carried to Bill Summary Page -33-

34 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 7 CAPENTY AND JOINEY SUPPLEMENTAY PEAMBLES Fixing s described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete s described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 500mm centres, and where described as "bolted", the bolts have been given elsewhere Joinery: Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes MEZZANINE FLOOS ETC Sawn softwood 1 76 x 228mm Floor joists in lengths exceeding 2.4m and not exceeding 3.9m m x 228mm Bearers in lengths exceeding 2.4m and not exceeding 3.9m m 5 Wrought softwood 3 Flooring of 21mm shutterply boarding m2 37 Sundries 4 "Tri-fix" 90 degree hanger bracket to suit 76 x 228mm timber floor joist, bolted to wall with and including bolts No 86 SKITINGS BILL NO. 7 CAPENTY AND JOINEY Page -34-

35 Fire Damage epairs: Desais Wrought Meranti 5 19 x 76mm Skirtings m x 76mm Skirtings, plugged m 13 DOOS, ETC. Wrought meranti doors 7 44mm Framed, ledged and braced batten door 813 x 2067mm high of 110mm wide top rail and stiles, 16 x 150mm middle ledge, 16 x 110mm braces and 22 x 250mm bottom ledge, filled in with 22mm tongued and grooved V-jointed one side vertical boarding with tongued and grooved joints to top rail and stiles and with inner edges of framing and abutting edges of boarding chamfered to form V-jointed and covered at back with 6mm plywood with matching veneer, let into and including rebates all round No mm Framed, ledged and braced batten double door 1626 x 2067mm high with rebated meeting stiles, each leaf of 110mm wide top rail and stiles, 150mm middle ledge, 25 x 110mm braces and 44 x 250mm bottom ledge, filled in with 19mm tongued and grooved V-jointed one side vertical boarding with tongued and grooved joints to rails and stiles and with inner edges of framing and abutting edges of boarding chamfered to form V-joint No 2 Approved semi-solid flush doors with 3.2mm plain hardboard covering on both sides 9 40mm Door 813 x 2067mm high No 9 FAMED FAMES ETC "Swartland Cape Culture" wrought meranti frames x 90mm Frame, for 813 x 2067mm high door No x 90mm Frame with sill, for 813 x 2067mm high door No x 90mm Frame with sill, for 1626 x 2067mm high double door No 2 BEADS, ACHITAVES, ETC. BILL NO. 7 CAPENTY AND JOINEY Page -35-

36 Fire Damage epairs: Desais Wrought Meranti 13 19mm Quadrant beads m 142 BILL NO. 7 CAPENTY AND JOINEY Page -36-

37 Fire Damage epairs: Desais BILL NO. 7 CAPENTY AND JOINEY COLLECTION Page No Total Brought Forward from Page No. Page -34- Amount Page -35- Page -36- BILL NO. 7 CAPENTY AND JOINEY Carried to Bill Summary Page -37-

38 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING SUPPLEMENTAY PEAMBLES Fixing s described as "nailed" shall be deemed to be fixed with hardened steel nails or pins or shot pinned to brickwork or concrete. s described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600 mm centres, and where described as "bolted" the bolts have been given elsewhere. Ceilings Unless otherwise described ceilings shall be deemed to be horizontal Steel components All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121 ates Ceiling rates are to include for forming openings for light fittings, ventilation grilles, air conditioning diffusers, etc and are to include for any necessary additional support, trimming around, etc CEILING TIMBES, BEADS, INSULATION, ETC Sawn softwood 1 38 x 114mm Ceiling joists m 39 BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING Page -38-

39 Fire Damage epairs: Desais Sundries 2 "Tri-fix" 90 degree hanger bracket to suit 50 x 152mm timber floor joist, bolted to wall with and including bolts No 26 NAILED UP AND SCEW UP CEILINGS SUPPLEMENTAY PEAMBLES ates Ceiling rates are to include for forming openings for light fittings, ventilation grilles, air conditioning diffusers, etc and are to include for any necessary additional support, trimming around, etc 9,5mm Taper-edge gypsum plasterboard with taped joints and the whole finished with gypsum plaster trowelled to a smooth polished surface to the thickness recommended by the manufacturer 3 Ceilings including 38 x 38mm sawn softwood brandering at 400mm centres generally in one direction and 38 x 38mm branders and cross branders at joints and edges of boards m2 60 Gypsum plasterboard cornices 4 75mm Coved cornices m 92 SUSPENDED CEILINGS SUPPLEMENTAY PEAMBLES Proprietary suspended ceilings Hangers, suspension grids, "lay-in" panels, etc are to be in accordance with the manufacturers' recommendations Electrical light fittings, diffusers, panels etc are generally "lay-in" units of the same dimensions as the suspension grid described and allowance must be made in the rates accordingly for their support inclusive of any flexibility in setting out that may be required (ceiling panels have not been deducted and pricing is to take cognisance thereof) BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING Page -39-

40 Fire Damage epairs: Desais 1200 x 600 x 12.5mm "Donn Gyprex" white vinyl clad hinoboard panels on "Donn" pre-painted exposed suspension grid system including hangers, necessary hold-down clips and wedges, etc 5 Ceilings suspended not exceeding 1m below steel roof construction m2 34 "Donn" or other approved cornices, perimeter trims, etc to suspended ceilings 6 Type SM25 pre-painted wall angles, plugged m 42 PATITIONS FIXED PATITIONS SUPPLEMENTAY PEAMBLES "GypWall" partition systems Partitions consisting of 63.5mm "UltraSteel Drywall" steel studs inserted at approved centres into 63.5mm "Ultrasteel Drywall" steel track at top and bottom clad on both sides as described, including additional studs as necessary at abutments, ends, etc. Boards shall be fixed in strict accordance with the manufacturer's instructions and all joints shall be taped and jointed General All joints between track, ceiling, floor and wall abutments must be sealed to achieve acoustic performance, all as per the manufacturer's instructions. Unless otherwise described rates for partitions shall be deemed to include for standard flat section aluminium skirtings on both sides Descriptions are deemed to include the application of gypsum plaster to the entire exposed gypsum plasterboard wall surface applied in strict accordance with the manufacturer's instructions prior to wall finish. Wall paper and/or paint and varnish finishes are given elsewhere BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING Page -40-

41 Fire Damage epairs: Desais Steel components All steel components for ceilings, partitions, etc are to be galvanised in accordance with SANS 121 "GypWall Silent System" steel stud partitions with both sides and top clad with one layer of 12.5mm "Taper-edge hino Firestop Board" and with "Ultimate U-Thermo Board 6" inserted in cavity 7 Partitions 2.75m high with bottom track fixed to timber floor and top track fixed to underside of steel truss members and/or suspended ceiling tees (timber skirtings elsewhere) m 13 8 Extra over partition 2.75m high for vertical abutment No 6 9 Extra over partition 2.75m high for corner No 2 Extra over "GypWall Silent System" partitions for 40mm semi-solid flush doors with commercial veneer on both sides and hardwood edge strips to vertical edges, hung to and including standard natural anodised aluminium door frame with one pair of 100mm nylon washered aluminium hinges to each hanging stile, including additional studding, trimming, etc. to partitions 10 Door 813 x 2067mm high including fixing three lever lockset (supply of lockset elsewhere) No 3 BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING Page -41-

42 Fire Damage epairs: Desais BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING COLLECTION Page No Total Brought Forward from Page No. Page -38- Amount Page -39- Page -40- Page -41- Carried to Bill Summary BILL NO. 8 CEILINGS, PATITIONS AND ACCESS FLOOING Page -42-

43 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 9 FLOO COVEINGS, WALL LININGS, ETC SUPPLEMENTAY PEAMBLES Fixing Floor coverings, wall linings, etc shall, where applicable, be fixed with adhesive as recommended by the manufacturers of the flooring, linings, etc FLOO COVEINGS 500 x 500 x 8mm Berber Point resin backed polypropylene needlepunch carpet tiles manufactured from 100% Stainproof Miracle Fibre 1 On timber floors m2 37 TIMS, ETC "M-Trim" or other approved aluminium corner protectors, stair nosings, edge trims, expansion joint strips, etc 2 "Type ASE080" natural anodised straight edge trim for carpet tile finish m 1 Carried to Bill Summary BILL NO. 9 FLOO COVEINGS, WALL LININGS, ETC Page -43-

44 Fire Damage epairs: Desais Quantity ate Amount No BILL NO. 10 IONMONGEY SUPPLEMENTAY PEAMBLES Proprietary items Where applicable the manufacturers' names or product catalogue titles are given in sub-headings preceding the items Prices are to be based on the specific products/articles specified. If tenderers wish to offer alternative products/articles for certain items, these items are to be clearly marked and the alternative specification given with supporting brochures etc clarifying the features of the products/articles offered On request returnable samples are to be provided to the principal agent for consideration Finishes to ironmongery Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelled AN Anodised natural AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD Sanded BILL NO. 10 IONMONGEY Page -44-

45 Fire Damage epairs: Desais HINGES, BOLTS, ETC "Howick" or other approved x 75mm Brass heavy duty butt hinge with nylon double washer No x 20mm "ef 421" brass lever action flush bolt No x 20mm "ef 421" brass lever action flush bolt with keep let into concrete No 2 LOCKS AND LOCKSETS Fixing of Locksets to wooden doors (Supply of locksets elsewhere) 4 Lockset complete to external single door, comprising lever handles on backplate, three lever upright mortice lock with stainless steel forend and striking plate No 1 5 Lockset complete to internal single door, comprising lever handles on backplate, three lever upright mortice lock with stainless steel forend and striking plate No 9 6 Lockset complete to internal double door comprising lever handles on backplate and two lever upright mortice lock with stainless steel forend and striking plate No 2 LETTES, NAMEPLATES, ETC Manufactured by "Dorma" x 150mm "ef DSS130/131" stainless steel plate with "male" or "female" pictogram No 2 SUNDIES "DJW" or other approved 8 Concealed fixing rubber door stop No 3 9 Concealed fixing rubber door stop, plugged No 14 BILL NO. 10 IONMONGEY Page -45-

46 Fire Damage epairs: Desais BILL NO. 10 IONMONGEY COLLECTION Page No Total Brought Forward from Page No. Page -44- Amount Page -45- BILL NO. 10 IONMONGEY Carried to Bill Summary Page -46-

47 Fire Damage epairs: Desais Unit Quantity ate Amount No BILL NO. 11 METALWOK SUPPLEMENTAY PEAMBLES Descriptions of bolts, anchors, etc Descriptions of bolts shall be deemed to include nuts and washers Descriptions of L-shaped and U-shaped anchor bolts shall be deemed to include bending, threading, nuts and washers and embedding in concrete Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete s described as "holed for bolt(s)" shall be deemed to exclude the bolts unless otherwise described s described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres GALVANISED STEEL GATES, SCEENS, ETC General The following gates have been given as complete units i.e. the components of the units have not been given separately. Descriptions of such units shall, therefore, be deemed to include all components, framing, galvanising, assembly, fixing in position, hinges, ironmongery, bolts, etc (painting elsewhere) eferences eferences given in descriptions refer to the respective types of gates detailed on the architect's drawings (Drawing numbers G01;G03;G04 ev Z), accompanying these bills of quantities for tender purposes BILL NO. 11 METALWOK Page -47-