TUNNELS Clause Samples
The TUNNELS clause defines the responsibilities and requirements related to the construction, maintenance, or use of tunnels within a project or agreement. It typically outlines standards for safety, engineering specifications, and compliance with relevant laws or regulations, and may specify which party is responsible for costs, inspections, or repairs associated with tunnels. This clause ensures that all parties are clear on their obligations regarding tunnels, thereby minimizing risks related to safety, liability, and regulatory compliance.
TUNNELS. A "Tunnel" shall be defined as a subterranean excavation, lined or unlined, which because of its length necessitates an employee or employees working underground for a distance of ten feet or more. On all work classified as "Tunnel" the tunnel classification and rates shall apply to the entire length of the tunnel, from portal to portal. A tunnel whose horizontal grade is over Thirty Percent (30%) and less than Sixty Percent (60%) shall be defined as a "Raise". A tunnel whose horizontal grade is greater than Sixty Percent (60%), and whose depth is more than twice its largest horizontal dimension, shall be defined as a "Shaft. ' The above definitions of work shall apply also to the work of timbering and lining of tunnels (raises and shafts) as described above.
TUNNELS. A “Tunnel” shall be defined as a subterranean excavation, lined or unlined, which because of its length necessitates an employee or employees working underground for a distance of ten feet or more. On all work classified as “Tunnel” the tunnel classification and rates shall apply to the entire length of the tunnel, from portal to portal.
TUNNELS. The division between pile drivers' and miners' work on subways or tunnels, where the interior is to be constructed by tunneling methods, shall be at the portal of the subway or tunnel.
TUNNELS. A "Tunnel" shall be defined as a subterranean excavation, lined or unlined, which because of its length necessitates an employee or employees working underground for a distance of ten feet or more. On all work classified as "Tunnel, ' the tunnel classification and rates shall apply to the entire length of the tunnel, from portal to portal. A tunnel whose horizontal grade is over 30 percent and less than 60 percent shall be defined as a "Raise. " A tunnel, whose horizontal grade is greater than 60 percent, and whose depth is more than twice its largest horizontal dimension, shall be defined as a "Shaft.' The above definitions of work shall apply also to the work of timbering and lining of tunnels (raises and shafts) as described above.
TUNNELS. A "Tunnel" shall be defined as a subterranean excavation, lined or
TUNNELS. When a Technical Engineer is working in a tunnel, they shall receive $3.00 over their regular rate.
TUNNELS. The Parties agree that they shall explore in good faith the potential inclusion of the tunnels located on North Dam and Pepperell’s property into the long range planning of additional pedestrian access ways over North Dam and Pepperell’s property.
TUNNELS. All bores/tunnels for mainline installation shall be staked at the start and end of the bore/tunnel. Points shall be set direct (horizontally) and offset a distance that will not be disturbed during construction (horizontal and vertical) with iron and witness lath.
TUNNELS. The vertical clearance for tunnels shall be at least 4.9 m except where as alternative routing providing the 4.9 m is available. For those lesser situations, at least 4.3 m plus an allowance for resurfacing may be provided. The desirable width for tunnels is at least 13.3 m. This width consists of two 3.6 m lanes, a 3.0 m right shoulder, a 1.5 m left shoulder, and a 0.8 m safety walk on each side. However, because of the high cost, a reduced tunnel width can be accepted, but it must be at least 9.1 m wide, including at least a 0.5 m safety walk on each side.
TUNNELS. Hydro-technical works