AND WORK DESCRIPTION Clause Samples

The "AND WORK DESCRIPTION" clause defines the specific tasks, services, or deliverables that are to be provided under the agreement. It typically outlines the scope of work, including detailed descriptions of responsibilities, timelines, and any relevant standards or specifications that must be met. For example, it may list the phases of a project, the materials to be used, or the expected outcomes. This clause ensures that both parties have a clear, mutual understanding of what is required, thereby reducing the risk of disputes over the nature or extent of the work to be performed.
AND WORK DESCRIPTION. (A) All questions as to the territorial jurisdiction of a Local Union or an "open territory" shall be decided by the Union. (B) The Employer agrees to abide by the wage rates and fringe benefits as set up and agreed upon in the Collective Bargaining Agreement between the MICHIGAN INFRASTRUCTURE & TRANSPORTATION ASSOCIATION (MITA), and MICHIGAN LABORERS' DISTRICT COUNCIL. (C) The work coming under the jurisdiction of the Union and covered by the terms of this contract includes all Laborers' work for the clearance of right of way preparatory to the installation of distribution lines, the digging, pumping of water and trimming trenches and ditches, building of manholes, headwalls, replacing of concrete, etc., and all work incidental therewith for distribution lines; work in connection with the distribution of pipe, duct, cable and all occasional and incidental truck driving, traffic control, together with the placing of skids and pipe over the trench; the cleaning, sealing, etc., of the pipe; all Laborers' work in connection with the line up crew, helping the welders; the cleaning wrapping, and doping of pipe before lowering after the welding of joints has been made; the cleaning, wrapping and doping the pipe in the Employer's yard; the work in connection with the lowering and installation of the pipe, duct and plastic pipe, duct rodding, and removal of the skids; all work in connection with the backfilling of trenches after the pipe, conduit, and cable has been laid; all work in connection with clean-up after pipe and conduit has been laid and the trenches backfilled; demolition, take up and reconditioning of old pipe, directional boring and all work incidental to directional boring and other appurtenances, setting up and controlling the horizontal directional drill: reading and interpreting plans, instructions, and specifications to determine work activities; monitoring electronic guidance and locating equipment during all drilling phases, setting up and utilizing a robotic closed-circuit television system for the inspection and assessment of utility infrastructure; capturing all data from the CCTV system; performing cleaning of utility infrastructure; using robotic cutting equipment to remove material from utility infrastructure, and all other general and miscellaneous Laborers' work in connection with the entire operation. Cable TV Installers, TV Trucks; all driving and operation of all cameras and work associated with this work. (D) With respect to all o...
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Related to AND WORK DESCRIPTION

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout 9314A Single Lane / Level 1 NFSR 9314 0.00 END 0.20

  • Task Description This task includes activities associated with permit-required monitoring conducted in accordance with the conditions specified by state or federal regulatory agencies. All monitoring tasks must be located within or adjacent to the Project area and follow the Department’s Regional Coastal Monitoring Program and FWC's marine turtle and shorebird monitoring programs. Guidance for monitoring of nearshore resources is available in the Department's Standard Operation Procedures For Nearshore Hardbottom Monitoring Of Beach Nourishment Projects. The Local Sponsor must submit work products directly to the appropriate state or federal regulatory agencies in accordance with permit conditions to be eligible for reimbursement under this task, unless otherwise directed.

  • Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}

  • Overtime Description For Paid Holidays: Holiday pay for all holidays shall be prorated based two hours per day for each day worked in the holiday week, not to exceed 8 hours of holiday pay. For Thanksgiving week, the prorated share shall be 5 1/3 hours of holiday pay for each day worked in Thanksgiving week. Overtime Time and one half the regular rate after an 8 hour day. Time and one half the regular rate for Saturday. Double time the regular rate for Sunday.

  • 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 ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ 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 Waukesha County accepts verification of construction from the project engineer.