Common use of MODEL PREAMBLES Clause in Contracts

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 A3 : 2 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 A2 : 1 A3 : 2 4 Suspended Slabs. A1 : 3 A2 : 1 A3 : 3 5 Ground base slabs. A1 : 5 A2 : 2 A3 : 4 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 A3 : 2 7 Ramps. A1 : 2 A2 : 0 A3 : 0 TEST BLOCKS Test blocks: m3 3 m3 7 m3 4 m3 7 m3 11 m3 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 3 A3 : 2 3 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 2 A2 : 1 2 A3 : 2 1 4 Suspended Slabs. A1 : 3 A2 : 1 2 A3 : 4 m3 3 m3 9 m3 5 m3 9 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 5 Ground base slabs. A1 : 5 A2 : 2 3 A3 : 4 5 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 3 A3 : 2 3 7 Ramps. A1 : 2 A2 : 0 A3 : 0 TEST BLOCKS Test blocks: m3 3 13 m3 7 m3 4 m3 7 m3 11 m3 7 8 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 A4 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 3 A3 : 2 A3 A4 : 2 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 A2 : 1 A3 : 1 A4 : 2 4 Suspended Slabs. A1 : 3 A2 : 3 A3 : 1 A3 A4 : 3 5 Ground base slabs. A1 : 5 A2 : 3 A3 : 2 A3 A4 : 4 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 A3 : 2 A4 : 2 7 Ramps. A1 : 2 A2 : 2 A3 : 0 A3 A4 : 0 TEST BLOCKS Test blocks: m3 3 4 m3 7 10 m3 5 m3 10 m3 14 m3 10 m3 4 m3 7 m3 11 m3 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 1 A2 : 2 A3 : 2 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 A2 : 1 A3 : 2 4 Suspended Slabs. A1 : 3 2 A2 : 1 A3 : 3 2 5 Ground base slabs. A1 : 5 3 A2 : 2 A3 : 4 3 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 2 A2 : 2 A3 : 2 7 Ramps. A1 : 2 A2 : 0 A3 : 0 TEST BLOCKS Test blocks: m3 3 m3 7 5 m3 4 m3 7 5 m3 11 8 m3 7 6 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 3 A4 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 3 A3 : 3 A4 : 2 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 A2 : 2 A3 : 1 A3 A4 : 2 4 Suspended Slabs. A1 : 3 4 A2 : 1 2 A3 : 4 A4 : 3 m3 6 m3 11 m3 6 m3 13 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 5 Ground base slabs. A1 : 5 4 A2 : 2 3 A3 : 5 A4 : 4 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 3 A3 : 3 A4 : 2 7 Ramps. A1 : 2 A2 : 0 A3 : 2 A4 : 0 TEST BLOCKS Test blocks: m3 3 m3 7 m3 4 m3 7 16 m3 11 m3 7 m3 2 4 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). m3 3 A1 : 1 A2 : 1 A3 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 3 A3 : 2 3 REINFORCED CONCRETE 30MPa/20mm concrete: m3 9 3 Surface beds on waterproofing. A1 : 1 2 A2 : 1 2 A3 : 1 m3 5 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 4 Suspended Slabs. A1 : 3 A2 : 1 2 A3 : 3 4 5 Ground base slabs. A1 : 5 A2 : 2 3 A3 : 4 5 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 3 A3 : 2 3 7 Ramps. A1 : 2 A2 : 0 A3 : 0 TEST BLOCKS Test blocks: m3 3 9 m3 7 13 m3 4 m3 7 m3 11 m3 7 8 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 3 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 3 A3 : 2 3 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 2 A2 : 1 2 A3 : 2 1 4 Suspended Slabs. A1 : 3 A2 : 1 2 A3 : 4 m3 3 m3 9 m3 5 m3 9 Carried to Collection R Section 3 Bill No. 2 Concrete, Formwork and Reinforcement 5 Ground base slabs. A1 : 5 A2 : 2 3 A3 : 4 5 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 3 A3 : 2 3 7 Ramps. A1 : 2 A2 : 0 A3 : 0 TEST BLOCKS Test blocks: m3 3 13 m3 7 m3 4 m3 7 m3 11 m3 7 8 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). m3 4 A1 : 1 0 A2 : 1 0 A3 : 1 A4 : 3 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 0 A2 : 2 0 A3 : 2 3 A4 : 3 REINFORCED CONCRETE 30MPa/20mm concrete: m3 6 3 Surface beds on waterproofing. A1 : 1 0 A2 : 1 0 A3 : 1 A4 : 1 m3 2 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 4 Suspended Slabs. A1 : 3 0 A2 : 1 0 A3 : 3 4 A4 : 4 5 Ground base slabs. A1 : 5 0 A2 : 2 0 A3 : 4 5 A4 : 5 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 5 A3 : 2 3 A4 : 3 7 Ramps. A1 : 2 A2 : 0 A3 : 0 A4 : 2 TEST BLOCKS Test blocks: m3 3 8 m3 7 10 m3 13 m3 4 m3 7 m3 11 m3 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 2 A3 : 1 A4 : 3 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 4 A3 : 2 3 A4 : 3 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 A2 : 1 2 A3 : 2 1 A4 : 1 4 Suspended Slabs. A1 : 3 4 A2 : 1 4 A3 : 3 4 A4 : 4 m3 7 m3 13 m3 5 m3 16 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 5 Ground base slabs. A1 : 5 4 A2 : 2 4 A3 : 4 5 A4 : 5 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 5 A3 : 2 3 A4 : 3 7 Ramps. A1 : 2 A2 : 0 A3 : 0 A4 : 2 TEST BLOCKS Test blocks: m3 3 18 m3 7 13 m3 4 m3 7 m3 11 m3 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 A4 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 3 A3 : 2 3 A4 : 3 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 2 A2 : 1 2 A3 : 2 A4 : 1 4 Suspended Slabs. A1 : 3 A2 : 1 3 A3 : 3 2 A4 : 4 m3 4 m3 12 m3 7 m3 12 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 5 Ground base slabs. A1 : 5 A2 : 2 4 A3 : 4 3 A4 : 5 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 A3 : 2 3 A4 : 3 7 Ramps. A1 : 2 A2 : 2 A3 : 0 A3 A4 : 0 TEST BLOCKS Test blocks: m3 3 17 m3 7 10 m3 4 m3 7 m3 11 m3 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 A4 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 3 A3 : 2 A3 A4 : 2 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 A2 : 1 A3 : 1 A4 : 2 4 Suspended Slabs. A1 : 3 A2 : 3 A3 : 1 A3 A4 : 3 5 Ground base slabs. A1 : 5 A2 : 3 A3 : 2 A3 A4 : 4 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 A3 : 2 A4 : 0 7 Ramps. A1 : 2 A2 : 2 A3 : 0 A3 A4 : 0 TEST BLOCKS Test blocks: m3 3 4 m3 10 m3 5 m3 10 m3 14 m3 7 m3 4 m3 7 m3 11 m3 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 3 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). m3 2 A1 : 1 A2 : 1 A3 : 1 0 A4 : 0 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 3 A3 : 2 0 A4 : 0 REINFORCED CONCRETE 30MPa/20mm concrete: m3 6 3 Surface beds on waterproofing. A1 : 1 A2 : 1 2 A3 : 0 A4 : 0 m3 3 Carried to Collection R Section 3 Bill No. 2 Concrete, Formwork and Reinforcement 4 Suspended Slabs. A1 : 3 A2 : 1 A3 : 3 5 Ground base slabs. A1 : 5 4 A2 : 2 A3 : 4 6 0 A4 : 0 5 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 3 A3 : 3 A4 : 2 7 6 Ramps. A1 : 2 A2 : 0 A3 : 2 A4 : 0 TEST BLOCKS Test blocks: m3 3 m3 7 m3 4 m3 7 6 m3 11 m3 4 7 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).

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. 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). Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Amount Formwork: Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15MPa/20mm concrete: 1 Surface blinding under base slabs and ground beams (Provisional). A1 : 1 A2 : 1 A3 : 1 A4 : 1 30MPa/20mm concrete: 2 Ground Beams. A1 : 3 A2 : 2 A3 : 3 A4 : 2 REINFORCED CONCRETE 30MPa/20mm concrete: 3 Surface beds on waterproofing. A1 : 1 2 A2 : 1 2 A3 : 2 A4 : 2 4 Suspended Slabs. A1 : 3 A2 : 1 3 A3 : 2 A4 : 3 m3 4 m3 10 m3 8 m3 11 Carried to Collection R Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 5 Ground base slabs. A1 : 5 A2 : 2 3 A3 : 4 3 A4 : 3 6 Aprons, including edge thickening, Cast in Panels on waterproofing. A1 : 3 A2 : 2 A3 : 3 A4 : 2 7 Ramps. A1 : 2 A2 : 0 A3 : 0 A4 : 0 TEST BLOCKS Test blocks: m3 3 14 m3 7 m3 4 m3 7 m3 11 m3 7 9 m3 2 8 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional).