Scope of Work and Milestones Clause Samples

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Scope of Work and Milestones. The RECIPIENT shall perform the Project in accordance with this Agreement and as outlined in Application DP150031 submitted by the RECIPIENT and approved by the INSTITUTE. The RECIPIENT shall conduct the Project within the State of Texas with Texas-based employees, Contractors and/or Collaborators unless otherwise specified in the Scope of Work or the Approved Budget. The INSTITUTE and the RECIPIENT hereby adopt the terms of Attachment A in their entirety, incorporate them as if fully set forth herein, and agree that the Project description, goals, timeline and milestones included as Attachment A accurately reflect the Scope of Work of the Project to be undertaken by the RECIPIENT (the “Scope of Work”) and the milestones expected to be achieved. RECIPIENT and the INSTITUTE mutually agree that the outcome of scientific research is unpredictable and cannot be guaranteed. The RECIPIENT shall use commercially reasonable efforts to complete the goals of the Project pursuant to the timeline reflected in Attachment A and shall timely notify the INSTITUTE if circumstances occur that materially and adversely affect completion thereof. Modifications, if any, to the Scope of Work must be agreed to in writing by both parties as set forth in Section 2.06 “Amendments and Modifications” herein. Material changes to the Scope of Work include, but are not limited to, changes in key personnel involved with the Project, the site of the Project, and the milestones expected to be achieved.
Scope of Work and Milestones. Include the Detailed Project Plan here (Scope of Work). The project plan must describe, in detail, the activities to be undertaken, including the proposed work, reporting, major tasks, and project milestones including the identification of the anticipated start and ending dates of all major stages/tasks of the project proposal. This section does not have to include the entire project proposal but needs to include enough detail and set forth estimated milestones for the activities to be conducted under the Agreement. The full project proposal, if necessary, can also be incorporated by attachment to the agreement. However, incorporation by attachment does not alleviate the requirement to provide the description of the scope of work in this section along with the major project milestones.
Scope of Work and Milestones. ‌ Phase I will require exploratory ▇▇▇▇▇ to be completed for testing, planning, permitting, design, determining characteristics, and monitoring water level, pressure, flow rate, and quality. The exploratory ▇▇▇▇▇ must be drilled to the full design diameter and depth, and must have the casing installed, to correctly test their capacity. Camino del Medio well funds will be used for pumping system and infrastructure. Completion of this phase is required to ensure success of the finalized groundwater ▇▇▇▇▇ required to be constructed by the settlement. The tasks under this project includes: Task 1: Project Management, Grant Administration, and Meetings Task 2: Bataan Well Planning, Permitting, and Design Task 3: Camino del Media Well Pumping System and Infrastructure Task 4: Mitigation Well C Planning, Permitting, and Design Task 5: National Guard Well Planning, Permitting, and Design Task 6: UNM/▇▇▇▇▇▇ Well Planning, Permitting, and Design Task 7: Rio Pueblo Well Planning, Permitting, and Design Task 8: Treatment System Planning, Permitting, and Design Tasks Q1 Q2 Q3 Q4 Q1 Q2 ▇▇▇▇▇ oversight and management (ToT ) Contractor Oversight and Management (ToT) X X Billing and Coordination with Bureau of Reclamation X ▇▇▇▇▇▇ Implementation Meetings X X X X X X X X Meetings with the Office of the State Engineer (OSE) X X X X X Monthly Progress Meetings/Conference calls X X X X X X X X Project staff meetings/Town Attorney Participation X X X X X X X X 6. RESPONSIBILITY OF THE PARTIES‌
Scope of Work and Milestones. ‌ This proposed project would redirect available raw water from ▇▇▇ ▇▇▇▇▇ Reservoir, a Bureau of Reclamation project and the City's principal source of supply, to Altus City Reservoir, a largely unused municipal supply originally constructed in 1940. The project would include the installation of sluice gates and weirs and renovation of the original pump station, built almost 80 years ago but currently unused. This project is expected to take 24 months to complete, including design, bidding and construction. The City is separately funding design, bidding, and construction management. Only the construction contract costs are included in the final budget for this agreement. The project involves tapping the existing 36-inch City-owned water line on the south side of the 1 million gallon holding tank that receives raw water from ▇▇▇ ▇▇▇▇▇ and installing a 36-inch by 30-inch tee with new gate valves on both the existing 36-inch pipe and the new 30-inch pipe. 4,050 feet of 30-inch C905 PVC pipe will be installed to convey raw water from the water treatment plant to the northeast corner of the east basin. Five 45 degree bends and one 22 degree bend will be needed. A new magnetic flow meter will also be installed on the 30-inch pipeline. A new 6ft x 6ft concrete headwall will be poured to stabilize the bank where the pipe discharges into the lake. The existing pump station near the southwest corner of the east basin will be rehabilitated and brought back into service. It was constructed in 1939 and still has the original pump and controls. It has not been in use for decades. A new 30 HP pump will be installed to convey reservoir water to the water treatment plant. This restoration will also include new pump controls and electric improvements to bring the pump station up to code. Sluice gates will be installed on the concrete box culverts that connect the western and eastern basins of the City Reservoir. This is needed to keep high salinity water in the west basin from contaminating the cleaner water in the east basin. The two existing culverts are at different elevations. The lower elevation culvert is currently submerged on both ends and will have sluice gates installed on each end. The higher culvert currently is above the water on both ends and is dry. This will have a sluice gate installed on the western end only. Sluice gates will also be installed on the two concrete siphon pipes that are connected to the irrigation canal. One pipe is 36 inches and the other ...
Scope of Work and Milestones. ‌ The City of Gallup shall replace 9 - 26 industrial, commercial and institutional mechanical water meters. Existing mechanical meters will be replaced with sonic and electromagnetic meters ranging in size from 2 inches to 6 inches. The meters will be replaced within the service area of the Water/Wastewater Department of the City of Gallup located at latitude and longitude 35.5281° N,108.7426° W. On the next page please see the attached list of meters that will be potentially replaced under this Agreement. In the Final Performance Report for the Agreement, the Recipient shall identify the locations of the meter installations completed under this Agreement. Gallup ICI Water Audits and AMR Meters (8-27-19)‌ Milestones for the completion of the Scope of Work are as follows: Milestone / Task / Activity Planned Start Date Planned Completion Date Environmental and cultural compliance activities ▇▇▇ ▇▇▇ Begin installation of meters 06/01/20 06/30/20 Installation of meters (50% complete) 10/01/20 11/30/21 Installation of meters complete 12/31/20 01/31/21
Scope of Work and Milestones. Under this Agreement, the Recipient shall design and install an intertie pipeline to connect 3.2 miles of the Central Feeder water transmission pipeline to the EBX of the California Aqueduct. The intertie will facilitate the delivery of an additional 3,750 acre-feet per year of water stored in the Bunker Hill Basin. Project components are anticipated to include:  Approximately 500 linear feet of pipe for the intertie, ranging in size from 24-inches to 60-inches  Associated valves and meters  A flow control vault structure, a guard valve vault, and a manhole structure  Supervisory Control and Data Acquisition controls, process instrumentation controls and new electrical work The intertie will be constructed within San Bernardino Valley Municipal Water District’s service area at ▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇, ▇▇▇▇▇▇▇, ▇▇ ▇▇▇▇▇, as shown in the map included below. The project latitude is 34.077800’N and longitude is 117.134001’W. The milestones for the completion of the Project are as follows: Milestone / Task / Activity Planned Start Date Planned Completion Date Complete environmental and cultural compliance November 2019 June 2020 Engineering and design October 2019 June 2020 Permitting March 2020 September 2020 Procurement for materials and supplies April 2020 December 2020 Mobilization November 2020 December 2020 Install piping December 2020 June 2021 Install concrete structures December 2020 June 2021 Implement controls and electrical work January 2021 June 2021 Testing and Implementation June 2020 June 2021
Scope of Work and Milestones. Under this Agreement, the Recipient shall plan, permit, design, engineer, construct, and equip the following five (5) deep water ▇▇▇▇▇ described in and in accordance with the Taos Indian Water Rights Settlement Agreement (Settlement Agreement) Mutual Benefits Projects: • Bataan Well • Mitigation Well C • National I Guard Well • ▇▇▇▇▇▇ Well • Rio Pueblo Well In addition, the Recipient shall permit, plan and construct a water treatment facility including plumbing and appurtenances, that will connect to the Town of Taos water system.
Scope of Work and Milestones. The Project will restore water at the northwestern portion of the Salton Sea at the Desert ▇▇▇▇▇▇ ▇▇▇▇▇▇ needed for habitat restoration and dust suppression activities. The Project is within the unincorporated Desert Shores Community (Figure 1 Attached) that is located within Imperial County. The project involves the provision of building an earthen berm across the opening of the Desert ▇▇▇▇▇▇ ▇▇▇▇▇▇ to the Salton Sea resulting in the development of a natural barrier separating the marina from the Salton Sea. The project involves flooding the Desert ▇▇▇▇▇▇ ▇▇▇▇▇▇ so that the inlets will once again be covered by fresh water that allows the marina to be functional. Using an average depth of about 10ft., the bank at full capacity would be 300 acre-ft. and thus, the initial filling is estimated to be twice that or 600 acre-ft. Note that with an average depth of 10 ft., the system would have the occupancy to maintain both deep and shallow water habitat. Figure 1. Water sources are still being investigated; however, it is anticipated that the most likely source would be local groundwater, possibly a blend of shallow brackish groundwater and deeper fresher water. Two ▇▇▇▇▇ would be needed to provide some redundancy during winter months and higher capacity to meet increased demands during summer months when evaporation is at a peak. Each well would feed a different inflow point to improve circulation. For example, one inflow point could be located at the north end and another at the south end of the channels, with a spillway into the Sea in the middle of the current outlet. Each well would have a pump powered by a small solar array. The solar arrays would be fenced and have security cameras. Figure 2. The attached Coachella Valley Water District map provides the location of each aforementioned well in proximity to Desert Shore. Month Evap (in) Evap (ft) Seepage (ft) Releases (ft) Total Losses (ft) Total Losses (ac-ft) Pumping per Well* (ac-ft) Pumping per Well* (gpm) January 1.5 0.13 0.17 0.40 0.70 20.9 10.5 78 February 1.4 0.12 0.17 0.40 0.69 20.6 10.3 77 March 4.5 0.38 0.17 0.30 0.85 25.4 12.7 94 April 7.2 0.60 0.17 0.10 0.87 26.0 13.0 97 May 8.3 0.69 0.17 0.00 0.86 25.7 12.9 96 June 8.2 0.68 0.17 0.00 0.85 25.4 12.7 94 July 8.2 0.68 0.17 0.00 0.85 25.4 12.7 94 August 10.9 0.91 0.17 0.00 1.08 32.3 16.2 120 September 9.4 0.78 0.17 0.00 0.95 28.4 14.2 106 October 5.0 0.42 0.17 0.20 0.79 23.6 11.8 88 November 4.7 0.39 0.17 0.20 0.76 22.7 11.4 84 December 3.0 0.25 0...
Scope of Work and Milestones. Under this Agreement, the Recipient shall install 30 soil moisture measurement and monitoring devices and 30 groundwater elevation monitoring devices throughout three basins. The Recipient will collect data on an ongoing basis and develop a database in order to refine estimates of annual water savings. Ten (10) moisture sensors and ten (10) groundwater elevation monitoring devices will be installed in each of the Butte, ▇▇▇▇▇, and Shasta Valley basins. The Recipient shall provide maps and locations of the measurement and monitoring devices installed under this Agreement in their required performance reporting. After review of the methodology used to estimate water conservation savings, consideration of supporting documentation provided by Recipient, and adjustments made during the evaluation of the Project, it was determined that these improvements are expected to result in annual water savings of approximately 1,931 acre-feet. The tasks and milestones for completing the Project are: Milestone / Task / Activity Planned Start Date Planned Completion Date Complete Environmental and Cultural Compliance April 2020 June 1, 2020 Site identification and landowner permission November 2019 June 2021 Purchase supplies and materials June 2020 September 2021 Well Instrumentation and Soil Moisture Sensor Installations (25% complete) June 2020 December 2020 Well Instrumentation and Soil Moisture Sensor Installations (50% complete) January 2021 April 2021 Well Instrumentation and Soil Moisture Sensor Installations (100% complete) April 2021 October 2021 Data Collection November 2019 May 2022 Database Development November 2019 May 2022
Scope of Work and Milestones. ‌ Under this Agreement, the Recipient’s project team (Project Team) shall conduct research to identify better surrogates for online monitoring of virus rejection (Project). The Project will aim to identify surrogates that can be measured with practical online monitors, or by collecting frequent grab samples to mimic online monitoring, to enable continuous monitoring of reverse osmosis (RO) performance for reuse scenarios where demonstrating pathogen log removal is critical to public health. The Project will be accomplished in two parts. Part 1 of the Project will take place at the Orange County Water District (OCWD) Advanced Water Purification Facility (AWPF) and will test novel surrogates for 3-6 months at a full-scale reuse facility to assess their feasibility to replace traditional surrogates. Part 2 will take place at the Padre Dam Municipal Water District (Padre Dam) Advanced Water Purification (AWP) demonstration facility with a closed-circuit reverse osmosis (CCRO) pilot unit to identify a membrane integrity surrogate that allows pathogen removal crediting greater than 2 logs.