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.
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.
2. Where concrete is poured on a job on Saturday, Sunday or Holiday and the Laborer placing such concrete works greater than four (4) hours, but less than six (6) hours; 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.
3. The Employer agrees to furnish to the Vibrator Operator on concrete pours, protective gloves.
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.
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.
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. (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.
(b) Upcoming concrete pours shall be an agenda item for the site WHS Committee, so they can view the weather forecast for the proposed day(s) and make recommendations regarding their suitability. Work should be programmed in such a way as to reduce the risk of heat stress. Sufficient numbers of workers should be engaged to allow rotation of workers in periods of heat.
