Concrete Pours Sample Clauses

Concrete Pours. Concrete Pours will be commenced to take account of finishing times within the ordinary hours of work in Clause 34 of this Agreement.
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Concrete Pours. Concrete slab pours over 150m³ in volume will not commence after 11:00am however, for concrete pours that do not involve slabs and are over 150m³, there may be consultation with the Parties as to the commencement of such pours after 11.00am.
Concrete Pours. An employee covered herein shall be employed where necessary when concrete is being poured on a job. Said employees shall realign reinforcing steel, set dowels, or see that wire mesh concrete reinforcement is in proper position.
Concrete Pours. 1. When concrete is poured on the job on a regular work day, the Laborer placing concrete will be worked or paid a minimum of three (3) hours, weather permitting. When the Laborer placing such concrete works greater than four (4) hours, but less than six (6) hour, he shall be paid a minimum of six (6) hours; where the Laborer works into the sixth (6th) hour of his regular shift, he shall be paid a minimum of eight (8) hours, weather permitting.
Concrete Pours. (a) In circumstances where it is predicted that the temperature will be 35°C, concrete pours shall not be scheduled, and Employees shall not be required to start a concrete pour. However, after prior consultation and agreement between the Company and the Union, agreed concrete pours may commence no later than 7.00am.
Concrete Pours. After a schedule is agreed to as indicated above, and with particular reference to concrete pours, it is each individual subcontractor’s responsibility to make certain he has properly set all anchors, embedded items, sleeves, chases, elevation changes etc., in ample time so as not to delay the pour. It is also the subcontractor’s responsibility to protect his work in or on the forms during concrete placing, including, if necessary, having one or more men present during the concrete pouring and finishing operations.
Concrete Pours. Repositioning, retying, or replacing any reinforcing rods that may become displaced during the concrete pouring operations of footings, walls, slabs, and floors in bridge construction and other reinforced concrete structures shall be performed by Iron Workers. Re-positioning wire mesh in concrete floors or slabs during the concrete pouring operations will be performed by Iron Workers where Iron Workers have installed the mesh.
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Concrete Pours. The Parties agree that it gives rise to a reasonable concern on the part of an employee undertaking the work of an imminent risk to their health or safety to commence concrete pours greater than 150m³ that are delayed after 11.00am. In the interest of safety the Company will not commence concrete pours over 150m³ that are delayed after 11.00am.

Related to Concrete Pours

  • Completion of Concrete Pours and Emergency Work (a) Except as provided in this sub-clause an Employee shall nor work or be required to work in the rain.

  • Trench Rock Trench rock is defined as any material that must be removed from a trench that cannot be excavated with a hydraulic excavator having a bucket curling force rated at not less than 18,300 pounds (Caterpillar Model 215 or equivalent) and occupies an original volume of at least one-half cubic yard.

  • Rippable Rock Rippable rock is defined as any material that can be ripped with a single-tooth hydraulic ripper drawn by a crawler tractor having a minimum draw bar pull rated at not less than 56,000 pounds (Caterpillar D-8K or equivalent) and occupies an original volume of at least one cubic yard.

  • Carpet Cleaning Shampooing carpets with the deep dirt extraction (steam cleaning) method per manufactures recommendations.

  • Caisson Rock Caisson Rock is defined as material that must be removed from a shaft which cannot be penetrated faster than two feet per hour (fifteen minute minimum) using a rock auger with bullet-shaped hardened steel teeth (Kennametal bits or equivalent), and the drilling equipment should have the capacity to produce a continuous torque of at least 1,000,000 inch pounds and a downward force of at least 50,000 pounds (a Xxxxxx LLDH in good working condition) for piers up to seventy two inches in diameter. Use of equipment with greater torque or downward force modifies the definition of refusal to be the point at which the equipment cannot penetrate faster than two feet per hour (fifteen minute minimum). In rare cases, refusal may occur on a rock seam or boulder above the general massive rock surface. The compensation for Caisson Rock should include only material that cannot be penetrated by the rock auger at the specified rate.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Brakes a. Full air service to all wheels. S-cam design front and rear. Front linings – Meritor R403, Q-plus. Rear linings – Meritor MA212, Q-plus. Slack adjusters shall be Rockwell, self-adjusting. No asbestos materials.

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

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