Description of the Services 1.1 The scope of the service to be rendered is described more fully in the Annexures and Schedules referred to below: ❑ Annexure A – Scope / Specification ❑ Annexure C – Pricing Schedule 2 DELIVERABLES AND COMPLETION DATE The Deliverables, due for completion by and governed by this Schedule 1. In the event that the Service Provider fails to meet the delivery dates as agreed, the following penalties will be imposed:
Description of Goods or Services and Additional Terms and Conditions The Contractor shall perform as set forth in Exhibit A. For purposes of this Contract, to perform and the performance in Exhibit A is referred to as “Perform” and the “Performance.”
Description of Services (a) Services Provided on an Ongoing Basis, If Applicable.
Program Description The employer agrees to provide a vision benefit to eligible employees and dependents. The vision benefit provided by the State shall have an employee co-payment of $10 for the comprehensive annual eye examination and $25 for materials.
Description of Work (a) that has been omitted or
General Description of Services The A-E will be contacted by COUNTY Project Management staff on an “as-needed” basis as projects arise to provide A-E for professional services. Requirements will be discussed by both Parties and A-E shall prepare a written Scope Statement that will include the specific work to be performed, including the costs and time required to complete the project/task. Orange COUNTY Project Management staff will then review the A-E’s Scope Statement, proceed with negotiation of task costs and when satisfied, issue a Contract Task Order (CTO) against this CONTRACT. The A-E shall serve as lead of a design team that may include other construction design professionals working together to ensure that the original design is carried through to the finished product, with no alterations in materials or design that would lead to safety issues or compromise the quality of the building or building component. Other team members who may be retained by the lead to support a project as a consultant may include but are not limited to landscape architects, lighting designers, data consultants, security consultants, controls engineers, commissioning consultants, traffic engineers, surveyors, estimators, special inspection, etc. The A-E shall be responsible for the preparation of comprehensive building assessments, designs, drawings, specifications, cost estimates, and reports within the scope of the Contract Task Order (CTO). In the preparation of construction drawings and specification, the A-E shall also responsible for:
Description of the service 9.1.1 Internet banking service implies an ability for the client to manage and receive remotely the following services from the bank by means of using the special Internet-site of the bank xxxxx://xxx.xxxxxxxxxxxxxxx.xx:
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.
Description of Goods As ordered by each JBE under a Participating Addendum, Contractor shall provide to the JBEs the following products, goods, materials, and supplies (“Goods”) free and clear of all liens, claims, and encumbrances, and in accordance with this Agreement:
Service Description The Parties will provide Common Channel Signaling (CCS) to one another via Signaling System 7 (SS7) network Interconnection, in accordance with prevailing industry standards. Use of a third party provider of SS7 trunks is permitted.
