Witness of Tests Sample Clauses

Witness of Tests. Customer, through its representatives and consultants, shall have the right to witness all developmental, qualification, protoflight and acceptance testing of Deliverable Items required by this Contract at Contractor's or a Key or Major Subcontractor's plant and other Subcontractors with such Subcontractors consent which, at the request of the Customer, Contractor shall use best commercial efforts to obtain or at such other place as the tests are conducted or test results are monitored, and Customer shall be provided with copies of all test results. If governmental restrictions prohibit the witness of such testing, Contractor shall provide Customer with written documentation of the applicable governmental restrictions and, if requested by Customer, shall use its best commercial efforts to amend or remove any such restrictions.

Witness of Tests. (a) All tests referred to in Clause 8 and of this Schedule 6 shall be witnessed by CEB (in its sole discretion) and a Responsible Authority if such witnessing by a Responsible Authority is required by Law. (b) The Company shall notify CEB in writing of the date and time on which all tests are to be performed. (c) The Company shall provide a certified true copy of the test results to CEB. (d) Notices required to be given by Company to CEB: (i) Thirty (30) days' prior written notice shall be given by the Company to CEB when the Company intends to achieve the initial synchronisation with the Grid. (ii) Five (5) days' prior written notice shall be given by the Company to CEB for all tests in respect of the Facility, including tests during commissioning. (iii) Twenty-four (24) hours' written notice shall be given by Company to CEB for any re-test on the Facility. 4 Testing

Witness of Tests. OR PROCEDURES Customer shall have reasonable access to the areas of ReGENco LLC's facility where work under this Contract is being performed to enable Customer to observe tests on the work. ReGENco LLC, if requested, will inform the Customer of those tests and procedures, which can be witnessed. Should Customer elect to witness specific tests, Customer must so specify such requirement in ample time to permit ReGENco LLC to include said witness tests in the schedule. ReGENco LLC, if requested, will advise Customer of the schedule of such tests. However, no rescheduling of tests or delays in manufacturing or shipment will be made to accommodate such inspection. ReGENco LLC will exercise reasonable efforts to secure similar rights with respect to the inspection of Customer's work at Supplier's premises.

Witness of Tests i) On PCC poles for its transverse load strength test . ii) On one PCC pole from every lot/sub lot by destruction to ascertain the No., size and configuration of steel reinforcement and GI earth wire etc. The supplier should have transverse load testing arrangements of its own. Testing arrangement shall be preferably as specified in the relevant specification i.e. IS:1678/1978 & IS:2905/1989 (both latest amended). As per provision of Clause No.6.2.3 of IS:2905/1989 the load shall be applied at a point stipulated in the relevant IS by means of a suitable device such as a wire rope and winch placed in a direction normal to the direction of the length of the pole so that the minimum length of the straight rope under pull is not less than the length of the pole. As per provision of Clause No.6.2.5 "load measurement" of IS:2905/1989. The dynamometer or any other satisfactory method of load measurement shall be calibrated at regular intervals (not more than one year) and capable of measuring load to the accuracy of 50 N may be adopted. The transverse strength test on poles shall be conducted in accordance with IS:2905. A pre stressed concrete pole shall be deemed not to have passed the test if cracks wider than 0.1 mm appear at a stage prior to the application of the designed transverse load at first crack and the observed ultimate transverse load is less than the designed ultimate transverse load. The following facilities are to be provided by the supplier at his own cost to the inspecting officer of AVVNL. (a) Suitable accommodation. (b) Local conveyance between arrival point, place of stay, works and departure point. (c) The supplier shall assist in arranging return ticket and reservation on the request of the inspecting officer for which the payment shall be made by the inspecting officer. In case of joint inspection, single or shared double room accommodation shall be provided.

Witness of Tests iii) On PCC poles selected for transverse load strength test as per sampling plan. iv) On one PCC pole from every lot/sub lot be destructed to ascertain the No., size and configuration of steel reinforcement and GI earth wire etc. The supplier should have transverse load testing arrangements of its own. Testing arrangement shall be preferably as specified in the relevant specification i.e. IS:1678/1978 & IS:2905/1989 (both latest amended). As per provision of Clause No.6.2.3 of IS:2905/1989 the load shall be applied at a point stipulated in the relevant IS by means of a suitable device such as a wire rope and winch placed in a direction normal to the direction of the length of the pole so that the minimum length of the straight rope under pull is not less than the length of the pole. As per provision of Clause No.6.2.5 "load measurement" of IS: 2905/1989. The dynamometer or any other satisfactory method of load measurement shall be calibrated at regular intervals and capable of measuring load to the accuracy of 50 N may be adopted. The transverse strength test on poles shall be conducted in accordance with IS 2905. A pre stressed concrete pole shall be deemed not to have passed the test if cracks wider than 0.1 mm appear at a stage prior to the application of the designed transverse load at first crack and the observed ultimate transverse load is less than the designed ultimate transverse load.