SUPPLEMENTARY PREAMBLES NOTE Sample Clauses

SUPPLEMENTARY PREAMBLES NOTE. All materials shall be in colours to be selected by the Representative/Agent and, where applicable, laid to approved patterns FLOOR COVERINGS 300 x 300 x 2,5mm "Marley Travertine" fully flexible vinyl tiles or similar approved On floors m2 POLISH, SEALERS, ETC Sweep, clean with detergent complying with SABS 825, rinse and apply three coats of water emulsion polish complying with SABS 1042, including buffing after application of each coat of polish On vinyl flooring m2 Carried Forward to Summary of Section No. 2 Bill No. 8 FLOOR COVERINGS & WALL LINNINGS Quantity 312 312 Rate R Amount
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SUPPLEMENTARY PREAMBLES NOTE. Unless otherwise stated all the items in this bill shall be deemed to fall into Work Group No. 110 for Xxxxxxx Formula purposes. 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) Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (12:1), the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh. The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated Carried Forward Xxxxxxx Xx. 0 Xxxxxxxx Xxxxx Xxxx Xx. 0 Concrete, Formwork and Reinforcement Tlotlanang Combined School Quantity Rate R Amount 3/2/1 Brought Forward "Foamcement " lightweight concrete "Foamcement" lightweight concrete is to have a density of 600kg/m3 for the top 50mm and 400kg/m3 for the remaining thickness. The minimum thickness at outlets, channels, etc shall be 50mm "Celbeton" lightweight concrete "Celbeton" lightweight concrete is to have a density of 1000kg/m3 for the top 20mm and 480kg/m3 for the remaining thickness. The minimum thickness at outlets, channels, etc shall be 30mm 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 etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described Formwork to sides of bases, pile caps, ground beams, etc will only be measured where it is prescribed by the engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost t...
SUPPLEMENTARY PREAMBLES NOTE. Sheeting to be stored, erected, fixed and cleaned strictly in accordance with Manufacturer's reccomandations. Only fixing brackects, clips, nails, screws, closers and tools approved by the Manufacturer shall be used in erecting the roof sheeting Note: The main contractor shall at practical completion hand over a five year guarantee provided by the Manufacturer and Suppliers , etc against the complete roof covering, installation of watertightness, etc Note: The main contractor is to submit a certificate signed by the Manufacturer or Supplier, stating that the roof covering supplied complies with the required thickness specified PROFILED METAL SHEETING AND ACCESORIES Roof sheeting to be Concealed Fix interlocking "KLIP-LOK 700", "Safintra SAFLOK 700" or similar approved 0,55-58mm thick heavy industrial Z275 spelter galvanised steel sheeting with Chromadek, ColorPlus, Colourbond or Globalcoat finish to one side and Grey other side and accessories, fixed to steel 1 purlins at 2500mm centres, using SL 700 or similar approved clips secured to purlins with 3No. Safintra approved Class 3 10 x 22mm wafer head self tapping fasteners, all in accordance with manufacturer's recommendations. Roof covering with pitches not exceeding 25 degrees m2 116 - 2 Standard ridge and hip capping covering 450mm girth including serrated closers and polyclosers and fixed to timber purlings m 50 - Insulation 3 4mm Alububble« or similar approved double sided aluminium foil insulation aluminium foil (code: 1983) complying with SANS 1381-4:2009, fixed vertically to steel purlins and galvanised straining wire at 383mm centres with 100mm side and end laps sealed with 48mm GDA double sided tap m2 116 - Total carried forward to summary - ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT SECTION 2

Related to SUPPLEMENTARY PREAMBLES NOTE

  • SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 3 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD1 Bill No. 11 GLAZING BVI CONSULTING ENGINEERS Amount Item No SECTION 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 3 Carried Forward to Summary of Section No. 3 Section No. 3 SMD1 Bill No. 12 PAINTWORK BVI CONSULTING ENGINEERS R SECTION SUMMARY - SMD1 Bill No Page No 1 EARTHWORKS 61 2 CONCRETE,FORMWORK AND REINFORCEMENT 63 3 MASONRY 66 4 WATERPROOFING 67 5 ROOF COVERINGS 69 6 CARPENTRY AND JOINERY 71 7 IRONMONGERY 73 8 METALWORK 74 9 PLASTERING 75 10 PLUMBING AND DRAINAGE 78 11 GLAZING 79 12 PAINTWORK 80 Carried to Final Summary Section No. 3 SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 4 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 18 4 Pit m3 27 5 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 6 Soft rock m3 49 7 Hard rock m3 49 Extra over all excavations for carting away: 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 35 Carried Forward Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 82 Keeping excavations free of water: 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 11 Under floors, steps, pavings, etc. m3 7 12 Backfilling to trenches, holes, etc. m3 9 Compaction of surfaces: 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 44 Prescribed density tests on filling: 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 25 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 4 R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

  • Supplementary Provisions 15.1 This Agreement is executed in two original copies and each Party shall keep one.

  • Supplementary Agreement The parties stipulate and agree that the escrow provisions in this Section 6(b) (Escrow Establishment) of Attachment B (Facility Owned by Seller) and the Source Code Escrow Agreement and Proceeds Escrow Agreement are "supplementary agreements" as contemplated in Section 365(n)(1)(B) of the Code. In any voluntary or involuntary bankruptcy proceeding involving Seller, failure by Company to assert its rights to "retain its rights" to the intellectual property encompassed by the Source Code or the funds in the Proceeds Escrow, pursuant to Section 365(n)(1)(B) of the Code, under an executory contract rejected in a bankruptcy proceeding, shall not be construed as an election to terminate the contract by Company under Section 365(n)(1)(A) of the Code.

  • Supplementary Terms Other Contributions

  • Master Definitions Supplement All terms and expressions used in this Agreement shall have the same meaning as those contained in the Master Definitions Supplement to the CAISO Tariff.

  • Supplementary Agreements II.13.1 Any amendment to the grant conditions must be the subject of a written supplementary agreement. No oral agreement may bind the parties to this effect.

  • SUPPLEMENTARY PAYMENTS These Supplementary Payments are subject to the terms of the Principal Coverages and they do not increase the limit of liability stated for the principal coverages except: Claims and Defense Expense Coverage.

  • MODEL PREAMBLES The tenderer is referred to the "Model Preambles for Trades 2008" for supplementary and comprehensive expansion of descriptions, appropriate provision for which shall be deemed to have been included in all relevant rates SUPPLEMENTARY PREAMBLES Proprietary products in descriptions: Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent. Nature of material to be excavated: The material to be excavated is assumed to be predominantly of a composition that will allow excavation in "earth" as specified, but including a percentage of excavation in "soft rock" and "hard rock". Carting away of excavated material: Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations, or alternatively, from stock piles situated on the building site. Carried to Collection R

  • Issue of supplementary card We may issue a supplementary card to a person nominated by the basic cardmember and approved by us as a supplementary cardmember, in which event this clause 11, in addition and without prejudice to the other terms and conditions of this agreement, applies. The basic cardmember acknowledges that we may, in our discretion, allow the supplementary cardmember to activate the digital version of his/her supplementary card, prior to receipt of the physical version of such supplementary card. The digital version of the supplementary card (comprising of the digital card credentials), may be used by the supplementary cardmember to perform transactions on the relevant supplementary card. In such event, both basic and supplementary cardholder will be liable for the transactions performed using the digital version of the supplementary card in accordance with this clause.

  • Variation of Principal Agreement The Principal Agreement is varied as follows:

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