Time Schedule for Project Sample Clauses

Time Schedule for Project. Execution for individual component / sub-components (i) Detailed & realistic construction time schedule indicating the sequence of activities duly considering the river characteristics in different seasons and priority of works. (ii) Suggestion shall also be given for executing the project in different phases with split up of the works (if required) and the costs thereto; and (iii) year wise physical and financial target statement for the first five (5) years
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Time Schedule for Project 

Related to Time Schedule for Project

  • Time Schedule 4.1. A project schedule is included in Appendix A. 4.2. Any delay of services or change in sequence of tasks must be approved in writing by Delaware. 4.3. In the event that Vendor fails to complete the project or any phase thereof within the time specified in the Contract, or with such additional time as may be granted in writing by Delaware, or fails to prosecute the work, or any separable part thereof, with such diligence as will insure its completion within the time specified in this Agreement or any extensions thereof, Delaware shall suspend the payments scheduled as set forth in Appendix A.

  • Part-time Scheduling Subject to Section B of this Article, the Employer and the Association endorse the principle that less than full time equivalent ("FTE") positions shall, within reason, be expected to work a biweekly work period that equates to an eighty (80) hour work period multiplied by the position's FTE. (e.g., 80 hours @ .75 = 60 hours). It is further understood by both parties that ASF Members assigned to less than a FTE position may be required, during the peak work periods, to exceed their normal biweekly work period. FLSA non-exempt ASF Members who work a part-time schedule will earn overtime for hours worked in excess of forty (40) in a work week. The Employer agrees to review any ASF position that is less than one (1) FTE if the Association can demonstrate that the position has regularly been required to work a work period that substantially exceeds the normal work period as defined above, and adjust the FTE of the respective position as deemed appropriate by the Employer.

  • Outage Schedules The Connecting Transmission Owner shall post scheduled outages of its transmission facilities on the NYISO OASIS. Developer shall submit its planned maintenance schedules for the Large Generating Facility to Connecting Transmission Owner and NYISO for a minimum of a rolling thirty-six month period. Developer shall update its planned maintenance schedules as necessary. NYISO may direct, or the Connecting Transmission Owner may request, Developer to reschedule its maintenance as necessary to maintain the reliability of the New York State Transmission System. Compensation to Developer for any additional direct costs that the Developer incurs as a result of rescheduling maintenance, including any additional overtime, breaking of maintenance contracts or other costs above and beyond the cost the Developer would have incurred absent the request to reschedule maintenance, shall be in accordance with the ISO OATT. Developer will not be eligible to receive compensation, if during the twelve (12) months prior to the date of the scheduled maintenance, the Developer had modified its schedule of maintenance activities other than at the direction of the NYISO or request of the Connecting Transmission Owner.

  • Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.

  • 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.

  • Service Descriptions Credit Card processing services: Global Direct’s actions to the appropriate card associations and/or issuers (e.g., Visa, MasterCard, Diners, Discover); settlement; dispute resolution with cardholders’ banks; and transaction-related reporting, statements and products. Debit/ATM Processing Services: Global Direct has connected to the following debit card networks (“Networks”): Accel, AFFN, Interlink, MAC, Maestro, NYCE, Pulse, Star, and Tyme. Global Direct will provide Merchant with the ability to access the Networks that Global Direct has connected to for the purpose of authorizing debit card transactions at the point of sale from cards issued by the members of the respective Networks. Global Direct will provide connection to such Networks, terminal applications, settlement and reporting activities. EBT Transaction Processing Services: Global Direct offers electronic interfaces to Electronic Benefits Transfer (“EBT”) networks for the processing of cash payments or credits to or for the benefit of benefit recipients (“Recipients”). Global Direct will provide settlement and switching services for various Point of Sale transactions initiated through Merchant for the authorization of the issuance of the United States Department of Agriculture, Food and Nutrition Services (“FNS”) food stamp benefits (“FS Benefits”) and/or government delivered cash assistance benefits (“Cash Benefits, ”with FS Benefits, “Benefits”) to Recipients through the use of a state-issued card (“EBT Card”). With respect to Visa and MasterCard products, Merchant agrees to pay and Merchant's account(s) will be charged pursuant to Section 5 of this Agreement for any additional fees incurred as a result of Merchant's subsequent acceptance of transactions with any Visa or MasterCard product that it has not elected to accept.

  • Overtime Scheduling 1. Each employee interested in working overtime may volunteer by requesting, in writing, to be added to the voluntary overtime list within his/her building and/or the district-wide voluntary overtime list. They will also indicate whether they wish to work during their vacation period. Such written request to be added to or deleted from the overtime lists may be made at any time; however, if the employee is requesting to be deleted from the list(s), he/she shall not be allowed to rejoin the list(s) for a ninety (90) calendar day period. Such lists shall be maintained on a yearly basis, from September 1st to August 31st of each year. The employer will serve notice to the employees, by a memo into each work area, that overtime lists are being formulated, by August 15th of each year. 2. The list will be compiled for September with the volunteers listed in seniority order. Overtime shall be rotated among volunteers. The rotation shall be continuous through the year until a new list is compiled the following September. If an employee volunteers who was not on the list he/she shall be placed on the list according to his/her seniority and he/she shall be eligible to work overtime in accordance with the normal rotation. 3. To the extent possible, employees will be notified at least four (4) hours prior to the end of the shift of any overtime for that day and by noon on Friday for any Saturday overtime. Any employee who has volunteered to work overtime and is notified in accordance with this paragraph shall be obligated to work the overtime hours in their building unless excused by the supervisor. 4. Overtime assignments will be on a rotating schedule among the qualified employees within each classification who have expressly volunteered for such overtime work. The employer’s obligation to rotate overtime shall be satisfied by calling employees who are working at the time the overtime determination is made (i.e., not on vacation or other leave of absence) in seniority order and offering them the opportunity to work. 5. If there are insufficient volunteers available for any specific assignment, the employer may require the least senior employee in the division to perform the work. 6. Substantiated errors made in the rotation of overtime (Article XIII Section G.4) will be corrected on the basis of offering the by-passed employee an amount of overtime equal to the time lost due to the error of assignment. Depending on the number of hours involved, it is possible that this may take more than (1) one overtime offer/assignment. Acceptance of the compensatory overtime will not change the employees spot in the overtime rotation, thus the employee will remain eligible for overtime in the same rotation as before the error. The compensatory overtime will not be offered at such a time or in such a manner that would purposefully cause inconvenience or inability to the effected employee to comply. In the event the employee declines the offered overtime work, the employee shall forfeit any future claim to the overtime hours in dispute.

  • Project Schedule Construction must begin within 30 days of the date set forth in Appendix A, Page 2, for the start of construction, or this Agreement may become null and void, at the sole discretion of the Director. However, the Recipient may apply to the Director in writing for an extension of the date to initiate construction. The Recipient shall specify the reasons for the delay in the start of construction and provide the Director with a new start of construction date. The Director will review such requests for extensions and may extend the start date, providing that the Project can be completed within a reasonable time frame.

  • Project Work Plan The Statement of Work is the formal document incorporated into the Grant. The Project Work Plan documents how the Grantee will achieve the performance measures outlined in the Grant. Changes to the Statement of Work require an amendment. Project Work Plans may be changed with written approval from PEI and the Grantee.

  • SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.

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