CLASSES OF EXCAVATION Sample Clauses

CLASSES OF EXCAVATION. Add the following: “The excavation of material from cut or borrow for fill (including excavations in existing roads where specified or agreed) shall be classified as either soft excavation or hard excavation. All intermediate excavation shall be classified as soft excavation and the rate for soft excavation shall include the cost for intermediate excavation.”
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CLASSES OF EXCAVATION. For this contract classes of excavation will be subdivided as follows:
Sample 1
CLASSES OF EXCAVATION. The excavation of material will be classified as follows, for purposes of measurement only:-(a) Soft Excavation.(1) "Soft excavation", other than in "restricted excavation", shall be excavation in material that can be efficiently dug out, or loaded, without prior ripping, by any of the following plant:-(i) a bulldozer of mass [including mass of ripper, if fitted] approximately 22-metric tons and flywheel power approximately 145kW, or (ii) a tractor-scraper unit of total mass [including mass of ripper, if fitted] approximately 28-metric tons and flywheel power approximately 245kW, pushed during loading by a bulldozer equivalent to that specified in (b) (1) hereunder, or (iii) a track type front-end loader of mass [including mass of ripper, if fitted] approximately 22-metric tons and flywheel power approximately 145kW.(2) In the case of restricted excavation, "soft excavation" shall be excavation in material that can be efficiently dug out by a back- acting excavator of flywheel power approximately 0.10 kW per millimetre of tined-bucket width, without the use of pneumatic tools such as paving-breakers. (b) Intermediate Excavation. (1) "Intermediate excavation", other than in "restricted excavation", shall be excavation in material that can be efficiently ripped by a bulldozer of mass approximately 35- metric tons, fitted with a single-tine ripper suitable for heavy ripping and flywheel power approximately 220kW. (2) In the case of restricted excavation, "intermediate excavation" shall be excavation in material that requires a back-acting excavator of flywheel power exceeding 0.10 kW per millimetre of tined-bucket width, or the use of pneumatic tools such as paving-breakers, before removal by equipment equivalent to that specified in (a) (2) hereinbefore.
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