No Description Sample Clauses

No Description. Not to describe themselves as Agent or representatives of the Council except as expressly authorised by this Agreement.
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No Description. The scope of this phase of the project response incorporates those services commonly referred to as professional services and includes all those services as described in this section. This section further addresses the issues relating to the safekeeping of the source code and the adherence of all potential suppliers to the E Scrouw principal where Mossel Bay Municipality will take delivery of a certified copy of the source code for safekeeping for the duration of the proposed engagement and thereafter for a period not shorter than 10 years.
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No Description. ▇▇▇▇ filled, signed and stamped Form of tender. Note: No prices are required at this stage, bidders are required to fill where required, sign and stamp the form of tender.
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No Description. A. B. C. CIVIL WORKS 1 Earthwork 2 Concrete. 3 Steel Reinforcement 4 Brickwork. 5 Roofing. 6 Flooring. 7 Surface Rendering. 8 Wood Work. 9 Painting & Varnishing. 10 Iron Work. 11 Miscellaneous. WATER SUPPLY, SEWERAGE & DRAINAGE 1 Internal Plumbing Fixtures 2 Internal Water Supply 3 Internal Sewerage & Drainage 4 External Water Supply, Sewerage & Drainage ELECTRICAL WORKS 1 Wiring and Accessories 2 Cable Trays & Ladders 3 Conduits /Pipes 4 Low Voltage Electrical Power Cables 5 Lighting Fixtures & Fans 6 Transformer 7 Industrial Socket 8 Earthing System 9 Main Panel Board 10 LV Distribution Board 11 HT Cable Conduit and Termination Kit Non - MRS Items 12 - - - 12 - - 12 13 13 13 17 17 17 19 24 25 25 26 27 27 - - - - - - - - - -
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No Description. 1 It is currently unclear whether the current media channels reach the non- Facebook generation effectively. In fact it is unclear how they can be reached at all.
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No Description. CIVIL WORKS 1 Earthwork 2 Concrete. 3 Steel Reinforcement 4 Brickwork. 5 Roofing. 6 Flooring. 7 Surface Rendering. 8 Wood Work. 9 Painting & Varnishing. 10 Iron Work. 11
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Related to No Description

  • ITEM DESCRIPTION Equipment (include VIN, make, model, year, serial no., accessories, or other identifying features): 12. NO. OF OPERATORS PER SHIFT 13. HRLY/ DAILY/ MILEAGE SHIFT BASIS 14. SPECIAL 15. GUARANTEE (8 HOURS) Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $75 Daily Ea. Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $45 Daily Ea. Accessible Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $95 Daily Ea. Accessible Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $65 Daily Ea.

  • 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.

  • 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.

  • 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

  • Legal Description The real property is a: (check one)