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).
Cost of Tests. Costs of all drug screening tests and confirmatory tests shall be borne by the City except that any test initiated at the request of the employee shall be at the employee's expense.
Cost of Tests. The cost of making any test shall be borne by the Contractor if such test is:
Cost of Tests. The Contractor shall bear the costs of any of the following tests: Those clearly intended by or provided for in the Contract Documents. Those involving load testing or tests to ensure that the design of the whole of the Works or any part of the Works is appropriate for the purpose which it was intended to fulfill. ACCESS TO SITE The Employer and the Engineer and any persons authorized by either of them shall, at all times, have access to the Works and to the Site and to all workshops and places where work is being prepared or whence materials, manufactured articles or machinery are being obtained for the Works and the Contractor shall afford every facility for and every assistance in or in obtaining the right to such access. EXAMINATION OF WORK BEFORE COVERING UP No work shall be covered up or put out of view without the approval of the Engineer and the Contractor shall afford full opportunity for the Engineer to examine and measure any work which is about to be covered up or put out of view and to examine foundations before permanent work is placed thereon. The Contractor shall give due notice to the Engineer whenever any such work or foundations is or are ready or about to be ready for examination and the Engineer shall without unreasonable delay unless he considers it unnecessary and advises the Contractor accordingly attend for the purpose of examining and measuring such work or of examining such foundations. REMOVAL OF IMPROPER WORK AND MATERIALS Engineer's power to order removal The Engineer shall during the progress of the Works have power to order in writing from time to time, and the Contractor shall execute at his cost and expense, the following operations: The removal from the Site within such time or times as may be specified in the order of any materials which in the opinion of the Engineer are not in accordance with the Contract; The substitution of proper and suitable materials; and The removal and proper re-execution (notwithstanding any previous test thereof or interim payment therefore) of any work which in respect of materials or workmanship is not in the opinion of the Engineer in accordance with the Contract. Default of Contractor in carrying out Engineer's Instructions In case of default on the part of the Contractor in carrying out an instruction of the Engineer, the Employer shall be entitled to employ and pay other persons to carry out the same and all expenses consequent thereon or incidental thereto shall be borne by the Contract...
Cost of Tests. The Contractor shall bear the costs of any of the following tests:
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 "Foamcement " lightwieght 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 Carried to Collection R Amount R "Celbeton" lightweight concrete
Cost of Tests. The cost of making any test shall be borne by the Contractor/ Vendor if such test is intended by or provided for in the specification or BOQ.
Cost of Tests. Costs of all drug screening tests and confirmatory tests shall be borne by the City as well as for costs of a rehabilitation or detoxification program which exceeds the amounts paid by insurance, up to an amount equal to that paid by the insurance.
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 Principal Agent. The testing shall be undertaken by an independent firm or institution nominated by the contractor to the approval of the Principal Agent. (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 etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described Carried to Collection R
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 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 3 Bill No. 2 Concrete, Formwork and Reinforcement UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 15Mpa/19mm Concrete 1 Surface blinding under footings and bases. m3 11 A0 : 1 A1 : 2 A6 : 1 AD : 1 AE : 1 AF : 2 AG : 2 AH : 2 REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES 30MPa/20mm concrete: A0 : 6 A1 : 9 A6 : 7 AD : 7 AE : 5 AF : 10 AG : 10 AH : 8 2 Concrete raft slab on waterproofing. m3 61 TEST BLOCKS Test blocks: 3 Making and testing of 150x150x150mm concrete strength test cubes (Provisional). A0 : 6 A1 : 6 A6 : 6 AD : 6 AE : 6 AF : 6 AG : 6 AH : 6 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete smooth with a wood float: 4 Surface beds, suspended slabs, ground slabs, etc. No 48 m2 221 A0 : 17 A1 : 34 A6 : 24 AD : 24 AE : 17 AF : 37 AG : 37 AH : 30 ROUGH FORMWORK (DEGREE OF ACCURACY III) Rough Formwor...
