Excess Excavation definition
Examples of Excess Excavation in a sentence
Any extra excavation necessary to provide space for such support or other working space shall be held to be Excess Excavation.
Should the Contractor have excavated to within 150 mm above these specified levels or to within 150 mm of these specified limits before he is ready or able to commence the constructional work he shall, where required by the Engineer-in-Charge, excavate further so as to remove not less than 150 mm of material immediately before commencing the constructional work and such further excavation shall be held to be Excess Excavation.
The Contractor shall make his own allowance for any working space required, and any excavation outside the aforesaid limits which has not been ordered by the Engineer-in-Charge, whether it be excavated to suit the Contractor's method of working or unavoidable over break or due to his carelessness or error, shall be held to be Excess Excavation and shall not be paid.
Table 11-1 Locations for Placement of Excess Excavation Future Project Locations DescriptionAnticipated Project Need Embankment *Placement of material at any location other than those described in Book 2, Section 1 shall be Approved by CDOT.
Rapid Transit Department, “Location of Dumps for Excess Excavation Materials” (map), 14 February 1949, drawing no.
Removal of Pavement, All Types and Thicknesses—for pavement structure 203-EX, Excess Excavation –for material below the pavement structure 907-403-C, Hot Mix Asphalt, ST, 19 mm, Trench Widening to replace failed areas NOTE: Replacement shall be made same day as excavation.
If, for any reason, any portion of the bottoms, sides or ends of any excavations shall give way, the Contractor shall at his own expense take all necessary remedial measures including the excavation and removal of all the ground thereby disturbed both within and outside the nominal limits of excavation and such extraexcavations shall be held to be Excess Excavation.
Where the Contractor elects and is permitted by the Engineer-in-Charge to perform excavations with sloping faces (other than sloping excavations or required as permanent features of the Works) and without shoring, the excavated faces shall be to stable slopes and heights and the resulting extra excavation shall be held to be Excess Excavation.
If, for any reason, any portion of the bottoms, sides or ends of any excavations shall give way, the Contractor shall at his own expense take all necessary remedial measures including the excavation and removal of all the ground thereby disturbed both within and outside the nominal limits of excavation and such extra excavations shall beheld to be Excess Excavation.
Where the Contractor elects and is permitted by the Engineer-in-Charge to perform excavations with sloping faces (other than sloping excavations or required as permanentfeatures of the Works) and without shoring, the excavated faces shall be to stable slopes and heights and the resulting extra excavation shall be held to be Excess Excavation.