Borrow Area Sample Clauses
The Borrow Area clause defines the specific location or locations from which materials, such as soil, sand, or gravel, may be excavated for use in a construction project. It typically outlines the boundaries of the borrow area, any restrictions on the type or quantity of material that can be removed, and the responsibilities for restoration or environmental protection after extraction. By clearly designating where materials can be sourced, this clause helps prevent disputes over property rights, ensures compliance with environmental regulations, and manages the quality and suitability of materials used in the project.
Borrow Area. 21.1 The plan of the borrow area shall be supplied by the contractor and the earth shall be borrowed only from the area marked on the plan for the purpose and to a depth as approved by the Engineer-in-charge. The borrow area shall be marked at site by dagbelling, labour for which shall be supplied by the contractor at his own cost.
21.2 Borrow area if required shall be arranged at a minimum distance, but not less than 15 metres from the outer toe of the embankment. The earth shall be borrowed from the area and to depth approved by the Engineer-in-charge shall have the power to reject any particular borrow material as unsuitable for placement in the embankment.
21.3 The borrow are shall be cleared as described herein before. No pits shall be taken from a minimum distance of 15M. from the outer toe of the embankment. Borrowing of earth shall commence from farthest end of the borrow area and it shall be left at a reasonable uniform level after removing tattles and matams.
21.4 The depth of borrow pits shall not exceed 0.5 metre, in case the contractor makes deeper pits without proper authority, he shall be responsible for payment of compensation of land as decided by Engineer-in-charge. The rate payable to him shall also be subject to deduction in this case.
21.5 If any drains required to be constructed in the borrow area for moistening it or keeping it well drained the same shall be constructed by the contractor at his own cost.
21.6 The Engineer-in-charge shall have the discretion to declare any particular borrow materials as unsuitable for placement in the fill.
21.7 Borrow area required shall be arranged by the contractor at his own cost.
21.8 In case the earth is arranged by the department from the Govt. land the borrow area plan shall be supplied by the Engineer-in-charge. The rate for the earth to be arranged from the Govt. land is for initial lead of ……………M. and lift of ………………M. Additional payment beyond the land of M. shall be as made as under. No payment shall be made for the cost of earth borrow from Govt. land.
(a) ▇.▇▇………….. of every……………M. or part thereof & Rs per lead.
(a) ▇.▇▇………….. of every……………M. or part thereof & Rs per lead.
(a) ▇.▇▇………….. of every……………M. or part thereof & Rs per lead.
Borrow Area. The Contractor shall conduct and provide progress survey maps and cross sections of the borrow area to the Owner and Engineer on a monthly basis and upon completion of a dredge cut within each cut sequence. The location of the dredge excavation path shall be known at all times during dredging operations as per TS-8.
4.1. Payments may be withheld in accordance with SP-36 for delinquency of submittals as determined by the Owner and Engineer.
Borrow Area. The area designated as the source of materials for the construction of the liner, known as the Borrow Area, is shown in the Drawings. The area boundaries are indicative only, and represent the region indicated by the site investigation as likely to contain material conforming to the liner specification. Clay materials suitable for use in the liner directly underlie the topsoil to an average depth of 2.7 m below the stripped surface. Below this, material particle sizes become predominantly sand and gravel-sized, and are generally not suitable for use. This depth is indicative only, and details are provided in the test pit logs of the geotechnical report. Confirmation of the actual depth of suitable material in a particular area is the responsibility of the Contractor. The Contractor shall make maximum use of all material to be obtained from the designated borrow area and any other suitable material clay from the cell excavation, so as to produce a sufficient quantity of material necessary for the completion of the Works.
Borrow Area. The same transects surveyed for pre-construction shall be surveyed again by the Contractor for the As-Built survey of all borrow area used in construction of the beach and dune fill area for the Project. The As-Built quantities of sediment excavated from the borrow area used shall be calculated in cubic yards.
Borrow Area