General work description Sample Clauses

The General Work Description clause defines the overall scope and nature of the work to be performed under the contract. It typically outlines the main objectives, key deliverables, and any significant requirements or standards that the contractor must meet. For example, it may specify the type of construction, renovation, or services expected, and reference relevant plans or specifications. This clause ensures that both parties have a clear, shared understanding of the project's fundamental expectations, reducing the risk of misunderstandings or disputes about what is included in the contract.
General work description. The Clerical Employee undertakes a variety of routine duties largely of a clerical and administrative nature. In the first year of service, the Clerical Employee applies knowledge and skills to a limited range of tasks. With experience, the Clerical Employee applies knowledge and skills to a wider range of tasks and is responsible for assuring the quality of his or her own work.
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General work description. The Clerical Employee may be required to perform a wide range of functions under routine direction, which will lessen over time. The Clerical Employee, after gaining experience, will exercise some degree of autonomy and discretion.
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General work description. The employee would be responsible for providing key support and timely advice to senior management. In addition to the knowledge and skills required at ▇▇▇▇▇ ▇, the employee will be professionally qualified in the specific area of functional responsibility or have the necessary experience to manage that function. An employee at this level will receive general direction only, meaning: • is fully competent in a professional sense and requires no guidance during the performance of work; • has responsibility and broad ranging accountability for the structure, management and output of the work of others; • high level judgment is required in planning, design, operational, technical and/or management functions; • is recognised as the ‘expert practitioner’ within the specific functional area.
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General work description. An employee at Level 2 undertakes duties that require knowledge and skills which may be gained by the completion of a relevant one- or two-year post-secondary certificate, or an approved trade certificate, or from on-the-job experience considered relevant by the College. The employee may be required to perform a combination of a wide range of functions under routine direction. After gaining experience, the employee may exercise some degree of autonomy. An employee at this level will receive routine direction, meaning: • instructions on what is required on unusual or difficult features and, when new techniques or • practices are involved, on the method of approach; • is normally subject to progress checks usually confined to the unusual or difficult aspects, and • has assignments reviewed on completion; • requires the technical knowledge and/or experience to perform basic duties, usually without technical instructions.
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General work description. An employee at Level 1 is not required to have any formal qualifications and is required to perform a combination of a wide range of functions under direct supervision. After gaining experience, the employee may exercise some degree of autonomy and discretion. The employee at this level would have some experience to perform the tasks required.
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General work description. The Consultant shall sample, test, and document all materials incorporated into the project. This includes materials delivered to the project that are listed in the Schedule of Prices or referred to in the Improvement Plans and Specifications. The Consultant shall also provide any other services as requested by the City: a. Provide Material Testing for compliance with the project Specifications and the Standard Specifications for Public Works Construction, 2012 Edition (Orange Book) testing requirements as amended. Materials to be tested will include bedding material, soil backfill, hot mix asphalt, aggregate base, cement treated base, native subgrade material, structural fill material, structural concrete and Portland Cement Concrete. Test reports, accompanied with Consultant's recommendation regarding acceptance / mitigation of materials, shall be submitted promptly to the City and carbon copy (cc’d) to the appropriate governmental jurisdiction(s).
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General work description. An on-call contract for providing grinding (asphalt concrete cold-planing) services consisting of grinders and operators to support road maintenance repairs at different County locations including, but not limited to, cold-planing asphalt concrete and loading the grindings onto trucks in support of pavement maintenance operations. Maximum on-call contract amount: $200,000 for a one-year period with the option of two one-year extensions. The Contractor’s attention is directed to section 10-1.02A, “Order of Work,” and Attachment A, “Scope of Work,” in the Special Provisions. Prospective bidders shall be located within a driving distance of 100 miles from ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇, ▇▇▇▇▇▇▇▇, ▇▇ ▇▇▇▇▇. The County, in its sole discretion, may award one or two $200,000 contracts to the first and second lowest responsible bidder(s), as applicable. Each bidder may be awarded only one on-call contract. A virtual pre-bid meeting will be held on Monday, April 1, 2024 at 10:00 a.m. to discuss the contract. Prospective bidders attendance is recommended but not mandatory. Virtual meeting instructions can be found on the Contra Costa County Public Works Department’s website at ▇▇▇.▇▇▇▇▇▇▇▇.▇▇/▇▇▇▇▇▇▇▇▇▇. Contract Documents, including specifications, may be viewed but not obtained at the Public Works Department, ▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇-▇▇▇▇, Monday - Thursday (7:00 a.m. - 5:00 p.m.), and Friday (7:00 a.m. – noon and 1:00 - 4:00 p.m.). Specifications can be obtained via the Contra Costa County Public Works Department’s Online Planroom at ▇▇▇.▇▇▇▇▇▇▇▇.▇▇/▇▇▇▇▇▇▇▇▇▇. A non- refundable service charge for bid documents is required in the amount of $25 (sales tax included). Shipping charges are extra, depending on the delivery method. The Public Works Department does not guarantee the arrival of the specifications in time for bidding. For more information about obtaining specifications by mail, please call Blueprint Express at (▇▇▇) ▇▇▇-▇▇▇▇. You may obtain electronic PDF copies of the specifications upon purchase of the bid package through the Online Planroom for no additional service charge. This project is to be advertised pursuant to Public Contract Code 22037. This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990. The Contractor must possess a valid California Diver License Class A or other licenses, as necessary to perform Services at the time the Contract is awarded.
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General work description. The Clerical Employee, under general direction, has responsibility for the supervision and coordination of finance and other administration services within the School, or manages a specific function, with the appropriate level of responsibility and accountability.
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Related to General 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.