Gabions Sample Clauses

Gabions. Gabions shall be constructed in accordance with clause 711 of the standard Specification.
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Gabions. 1. Gabion units shall be assembled in accordance with the manufacturer’s recommendations and instructions and shall be sufficiently filled with Class 6G material complying with Table 3/1, with an allowance for consolidation of fill, so as to minimize distortion during construction. Gabion units shall, where appropriate, be maintained square and with vertical sides during filling. Internal tie wires shall be inserted and units shall be tensioned in accordance with the manufacturer’s instructions. Gabion units shall be constructed so as to maintain tightness of mesh and shall be laced securely with wire, complying with sub- Clause 3 of this Clause. 2. The gabion mesh shall be one of the following: a. A mesh manufactured from wire complying with BS 1052 having a minimum core diameter of 2.0 mm. b. A geomesh, being a grid of plastic material suitable for use in earthworks. 3. All wire shall be galvanized in compliance with BS EN ISO 1461 : 1999 and be coated with a minimum thickness of 0.55 mm of PVC for extruded coatings and 0.25 mm of PVC for bonded coatings. The PVC shall be capable of resisting the effects of immersion in sea water, exposure to ultra violet light and abrasion, when tested for a period not less than 3000 hours in accordance with BS 2782-0 : Part 0 : 2004 : Method 540B (ISO 4892). 4. The maximum size of fill material shall not exceed two thirds of the minimum dimension of the gabion compartment or 200 mm whichever is smaller and the minimum size of the fill, shall be not less than the size of the mesh opening. 5. Fill material shall be placed to produce a neat face and line with minimum voids. 6. Fill to the gabion baskets shall be such that the unit weight of the fill as placed shall be not less than 15 kN/m3. The fill material shall consist of local natural stone. 7. Mechanical equipment may only be used for filling gabion units provided that the results are equivalent to filling by hand.
Sample 1
Gabions. Clause 2.47 of CESWI is not applicable and is to be replaced by Clause 3.26 of this Coal Authority Specification.
Sample 1
Gabions. Where shown on the drawings or as directed by the Engineer, the Contractor shall excavate, trim to line and level, provide and erect gabions including providing selected rock, crushed if necessary, packed and compacted inside the gabions. Gabions shall include gabion mattresses and gabion boxes and for the purposes of construction and method of measurement and payment, no distinction shall be made between them. Gabions shall be “Maccaferri” boxes and / or “Reno” mattresses both with diaphragms at one metre centres, or similar approved. The maximum mesh size shall be 100 mm x 120 mm for boxes and 60 mm x 80 mm for mattresses. The wire used for the construction of gabions shall unless otherwise instructed by the Engineer comply with the requirements below. Diameter (mm) Galvanising (g/m2) Mesh Box Mattress 3.4 2.7 275 260 Binder Box Mattress 2.2 2.2 240 240
Sample 1

Related to Gabions

  • Celsius 43 cents per hour extra; in excess of 54 Celsius 58 cents per hour extra. Where work continues for more than two hours in temperatures exceeding 54 Celsius, employees shall be entitled to 20 minutes rest after every two hours work without deduction of pay. The temperature shall be determined by the supervisor after consultation with the employees who claim the extra rate.

  • Technology Discoveries, innovations, Know-How and inventions, whether patentable or not, including computer software, recognized under U.S. law as intellectual creations to which rights of ownership accrue, including, but not limited to, patents, trade secrets, maskworks and copyrights developed under this Agreement.

  • VOETSTOOTS The PROPERTY is sold: 8.1. Voetstoots in accordance with the Sectional Plan and the participation quota endorsed thereon with the opening of the Sectional Title Register, or as they are endorsed already, and any amendments or adjustments thereto from time to time in accordance with the terms of the Act and without any warranties express or implied, the SELLER shall not be liable for any patent or latent defects. Should the extent of the Section or of the PROPERTY differ from that which is contained in the title deed or sectional plan or any amendment thereto, the SELLER shall not be liable for any shortfall or be entitled to any compensation for any surplus. 8.2. Subject to all the conditions and Regulations of the Act. 8.3. The PURCHASER acknowledges that this is not a construction contract and that he is purchasing a completed unit. The PURCHASER shall not have the right to interfere in any way with the building operations of the SELLER’S employees. He shall also have no right to retention. This Clause is also applicable in the case of the bank holding back any retention amount out of its own accord or on request of the PURCHASER. 8.4. The SELLER undertakes to erect the unit according to the general building standards as set by Financial Institutions. The unit is be registered with the NHBRC. 8.5. Should a dispute arise or be declared, such dispute shall be resolved by an Arbitrator appointed by the Developer. The costs in respect thereof shall be borne by the unsuccessful party. Pending the outcome of the dispute, the PURCHASER shall be obliged to pay the outstanding amount to the Conveyancers who shall hold it in trust.

  • COVID-19 Vaccine Passports Pursuant to Texas Health and Safety Code, Section 161.0085(c), Contractor certifies that it does not require its customers to provide any documentation certifying the customer’s COVID-19 vaccination or post-transmission recovery on entry to, to gain access to, or to receive service from the Contractor’s business. Contractor acknowledges that such a vaccine or recovery requirement would make Contractor ineligible for a state-funded contract.

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