General Guidelines Conduct yourself in a responsible manner at all times in the laboratory.
SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his / her best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract. All aspects of the Project shall be subject to the inspection and approval of the State. Contractor guarantees to repair, replace, re-execute or otherwise correct any defect in workmanship, materials, or the like that fails to conform to the requirements of this Contract or that appears during the progress of the Work or within one year of final acceptance by the State.
4.3.2 The Contractor shall be responsible to the State for the acts and omissions of his / her employees, Subcontractors and their agents and employees, and other persons performing any of the Work under a contract with the Contractor.
4.3.3 The Contractor shall not be relieved from his / her obligations to perform the Work in accordance with the Contract Documents either by the activities or duties of the Architect in his / her administration of the Contract, or by inspections, tests or approvals required or performed under Paragraph 7.7 by persons other than the Contractor.
4.3.4 The Contractor shall acquaint himself (herself / itself) with the limits of the property or right- of-way of the State and shall not trespass on other property. The Contractor shall adequately protect the project, adjacent property and the public, and shall be responsible for any damage or injury due to the Contractor’s act or neglect, and shall save the State harmless in respect thereto.
4.3.5 All work shall be done in such a manner as not to interfere with the State’s operating functions. Contractor and his employees shall familiarize themselves and comply with all rules and regulations applicable to the project.
4.3.6 The Contractor shall keep the premises free from liens arising out of or from the Project. Contractor shall obtain and submit waivers of liens with a request for a progress or final payment.
Policies, Guidelines, Directives and Standards Either the Funder or the Ministry will give the HSP Notice of any amendments to the manuals, guidelines or policies identified in Schedule C. An amendment will be effective in accordance with the terms of the amendment. By signing a copy of this Agreement the HSP acknowledges that it has a copy of the documents identified in Schedule C.
Forecasting Requirements 19.5.1 The Parties shall exchange technical descriptions and forecasts of their Interconnection and traffic requirements in sufficient detail necessary to establish the Interconnections necessary for traffic completion to and from all Customers in their respective designated service areas.
Hot Weather Guidelines For the purposes of site based discussions regarding the need to plan and perform work during expected periods of hot weather, the following issues shall be considered in conjunction with proper consideration of Occupational Health and Safety issues.
Human and Financial Resources to Implement Safeguards Requirements The Borrower shall make available necessary budgetary and human resources to fully implement the EMP and the RP.
General specifications For the purpose of this Regulation, the vehicle shall fulfil the following requirements:
Construction Administration Phase Delete the following paragraph if Submittal Exchange isn’t going to be used: 2.
System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.
Specifications and Standards a) All articles supplied shall strictly conform to the specifications, trademark laid down in the bidding document and wherever articles have been required according to ISI/ ISO/ other applicable specifications/ certifications/ standards, those articles should conform strictly to those specifications/ certifications/ standards. The supply shall be of best quality and description. The decision of the competent authority/ purchase committee whether the articles supplied conforms to the specifications shall be final and binding on the supplier/ selected bidder.
