Model List your model number of the product you are bidding.
Financial Model 37.1 Unless otherwise agreed between the parties, any amendments to the Financial Model shall reflect, be consistent with and be made only in accordance with the provisions of this Agreement, and shall in all cases be subject to the prior written approval of the Authority (such approval not to be unreasonably withheld or delayed). In the event that the parties fail to agree any proposed amendments to the Financial Model, the matter shall be referred for resolution in accordance with Schedule Part 20 (Dispute Resolution Procedure).
Flexible Work Schedule A flexible work schedule is any schedule that is not a regular, alternate, 9/80, or 4/10 work schedule and where the employee is not scheduled to work more than 40 hours in the "workweek" as defined in Subsections F. and H., below.
Methodology 1. The price at which the Assuming Institution sells or disposes of Qualified Financial Contracts will be deemed to be the fair market value of such contracts, if such sale or disposition occurs at prevailing market rates within a predefined timetable as agreed upon by the Assuming Institution and the Receiver.
Work Schedule A 4/10 work schedule is four (4) ten hour days in a seven (7) day period, for a total of forty (40) hours per week.
Additional Features Additional Features are invoiced at the start of the first Contract Year following the Contract Year in which such Additional Features are activated.
Alternate Work Schedule An alternate work schedule is any work schedule where an employee is regularly scheduled to work five (5) days per week, but the employee’s regularly scheduled two (2) days off are NOT Saturday and Sunday.
Implementation Schedule TIME IS OF THE ESSENCE with regard to all dates and time periods set forth and/or incorporated herein. Any material modification or deviation from an approved schedule described in this Agreement shall occur only upon approval of the City and RDA, with any such approvals required to be in writing as an amendment to this Agreement, and which approvals shall not be unreasonably withheld. City shall cooperate and act promptly with respect to any and all permits or approvals necessary for completion of the Project. Notwithstanding the above, this Agreement shall not limit the discretion of the City, or any of its duly appointed and authorized governing bodies, boards or entities, in approving or rejecting any aspect of the Project or improvements contemplated on or about the Property.
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.
Disaster Recovery Plan Contractor agrees that upon request of System Agency, Contractor shall provide copies of its most recent business continuity and disaster recovery plans.
