Quality of Material Clause Samples

Quality of Material. The MATERIAL is provided in a cultivable form, though without a declaration of the exact cell number. If a delivered algae culture is demonstrably not cultivable by RECIPIENT, PROVIDER will supply one singular supplement under the provision that the previously delivered MATERIAL is returned to PROVIDER.

Quality of Material. The Site Manager shall have the authority to inspect PS on delivery. For the PS to be accepted, it is to be well-grade PS fill, generally free of clays, silts, debris or any other deleterious material or contaminant, including asphalt. The Site Manager, in his/her sole discretion, may reject any material delivered and Generator shall be responsible for removing such material from Authority Lands to the satisfaction of the Site Manager at Generator’s cost. The Site Manager will inspect ICM on delivery. The Site Manager’s inspection and subsequent acceptance shall not in any way free Generator from responsibility to ensure that the material delivered to the Facility meets the terms and conditions for eligibility for disposal at the Facility. By accepting the terms and conditions of this Agreement, Generator declares and affirms that the ICM which is the subject of this Agreement is free of contaminants which would: a) disqualify the material from being considered ‘Inert’ or, b) make it ineligible for marine disposal. Examples of acceptable types of ICM are: broken concrete, clean gravel, concrete block, concrete brick, clay brick, and clean rock, homogenous common materials such as clay and till. Generator may propose any type of material for disposal at the Facility with the understanding that the Site Manager may reject any material which, in the Site Manager’s sole discretion, does not meet the Facility’s needs at any time. Broken asphalt shall not be accepted for disposal at the Fairview Cove Sequestration Facility. It is Generator’s responsibility to ensure that the accredited independent environmental consultant, who conducts representative sampling and provides the declaration pursuant to Article 2.04, attends at the Originating Location of PS or ICM to ensure that all material delivered to the Facility is representative of the test results and does not contain contaminated material or material which contravenes any condition in Article 2 of this Agreement. The Site Manager reserves the absolute authority, from time to time, to conduct environmental investigation on any material delivered to the Facility to confirm the material’s eligibility for disposal at the Facility. In the event that material from the Originating Location is found to be in contravention of the conditions for acceptance: (a) the Site Manager shall act in the Authority’s best interest in the non-compliant material’s investigation, excavation, removal, transportation to, and disposa...

Quality of Material. Developer shall not specify, price, purchase or accept material(s) known to be or under review or investigation as being inferior to generally accepted construction material specifications.

Quality of Material. The Site Manager shall have authority to inspect material on delivery. For the Pyritic Slate to be accepted, it is to be well-grade Pyritic Slate fill, generally free of clays, silts, debris or any other deleterious material or contaminant, including asphalt. The Site Manager, in his/her sole discretion, may reject any material delivered and the Generator shall be responsible for removing such material from Authority Lands to the satisfaction of the Site Manager at the Generator’s cost.

Quality of Material. .01 All Material supplied by the Contractor shall be new, unless otherwise specified in the Contract Documents. .02 Material supplied by the Contractor shall conform to the requirements of the Contract. .03 As specified in the Contract Documents or as requested by the Contract Administrator, the Contractor shall make available, for inspection or testing, a sample of any Material to be supplied by the Contractor. .04 The Contractor shall obtain for the Contract Administrator the right to enter onto the premises of the Material manufacturer or supplier to carry out such inspection, sampling, and testing as specified in the Contract Documents or as requested by the Contract Administrator. .05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance of the Material shipping dates to enable the Contract Administrator to perform the required inspection, sampling, and testing. .06 The Owner shall not be responsible for any delays to the Contractor's operations where the Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract Administrator to carry out the required inspection, sampling, and testing before the scheduled shipping date. .07 The Contractor shall not change the source of supply of any Material without the written authorization of the Contract Administrator. .08 Material that is not specified shall be of a quality best suited to the purpose required, and the use of such Material shall be subject to the approval of the Contract Administrator. .09 All Material inspection, sampling, and testing shall be carried out on random basis in accordance with the standard inspection or testing methods required for the Material. Any approval given by the Contract Administrator for the Materials to be used in the Work based upon the random method shall not relieve the Contractor from the responsibility of incorporating Material that conforms to the Contract Documents into the Work or properly performing the Contract and of any liability arising from the failure to properly perform as specified in the Contract Documents.

Quality of Material. The Depositor undertakes that the quality of the Material delivered to Rand Refinery shall comply with the following minimum specifications: 3.1 percentage Gold: Estimated between 30% and 100%. 3.2 percentage Silver: Estimated between 1% and 15%. 3.3 Impurities: Estimated between 0% and 15% various base metals. 23 | Page

Quality of Material. .01 All Material supplied by the Contractor shall be new unless otherwise specified in the Contract Documents. .02 Material supplied by the Contractor shall conform to the requirements of the Contract. .03 As specified or as requested by the Contract Administrator, the Contractor shall make available for inspection or testing a sample of any Material to be supplied by the Contractor. .04 The Contractor shall obtain for the Contract Administrator the right to enter upon the premises of the Material manufacturer or supplier to carry out such inspection, sampling and testing as specified or as requested by the Contract Administrator. .05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance of the Material shipping dates to enable the Contract Administrator to perform the required inspection, sampling and testing. .06 The Owner will not be responsible for any delays to the Contractor's operations where the Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract Administrator to carry out the required inspection, sampling and testing before the scheduled shipping dates. .07 The Contractor shall not change the source of supply of any Material without the written authorization of the Contract Administrator. .08 Material which is not specified shall be of a quality best suited to the purpose required and the use of such Material shall be subject to the approval of the Contract Administrator. .09 All material testing is on a random sampling basis and all approvals given by the Contract Administrator for materials to be used in the Work, is on a general basis. Therefore, any approval given for Material to be used or failure to approve same shall not relieve the Contractor from the responsibility for the proper performance of the Contract or liability for failure to properly perform, including failure to adhere to any specification.

Quality of Material. POLYMER shall use in its production of Products such material of a type, quality, and grade suitable to LIFESTREAM performance and appearance standards.

Quality of Material. The concrete mix is 350 Kg of cement per m3 of concrete for 0.400m3 sand and 0.800m3 coarse aggregate. Washed and granulated sand, and coarse aggregate of size 6 mm to 12 mm should be used.