Dredge Tolerances Sample Clauses

Dredge Tolerances. The dredge level in the navigation channel shall not exceed an upper tolerance of (+) 0 mm and a lower tolerance of - 200 mm, where (+) indicates a height above the design dredge level and (-) indicates a depth below the design dredge level. No ridges or pinnacles above the design dredge level shall be accepted. Horizontal tolerances for dredging in the navigation channel shall be (-) 0 mm and (+) 250 mm on both sides, where - indicates a deviation of the toe of the dredged slope (towards the channel) from the location specified in the contract drawings and (+) indicates a deviation of the toe of the dredged slope (away from the channel) from the location specified in the contract drawings. The Contractor will not be paid for the extra quantities in depth and slopes flatter than 1:5, beyond tolerances as specified.
Sample 1
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Dredge Tolerances. Bottom width of the channel is to be maintained 45.0 m with a 2 m depth of cut, the dredge level in the navigation channel shall not exceed an upper tolerance of + 0 mm and a lower tolerance of - 500 mm, where + indicates a height above the design dredge level and - indicates a depth below the design dredge level. No ridges or pinnacles above the design dredge level shall be accepted. Horizontal tolerances for dredging in the navigation channel shall be - 0 mm and + 1000 mm on both sides, where - indicates a deviation of the toe of the dredged slope (towards the channel) from the location specified in the contract drawings and + indicates a deviation of the toe of the dredged slope (away from the channel) from the location specified in the contract drawings. The Contractor will not be paid for the extra quantities in depth and slopes flatter than 1:5, beyond tolerances as specified.
Sample 1
Dredge Tolerances. The dredge level in the navigation channel shall not exceed the upper tolerance of +0mm and lower tolerance of -200mm in Access Channel and Port Basin at Sittwe and shall not exceed the upper tolerance of +0mm and lower tolerance of -100 mm in Kaladan River, where “+” indicates a height above the design dredge level and “-“ indicates depth below design dredge level. No ridges or pinnacles above design dredge level shall be accepted. Horizontal tolerance for dredging in the navigation channel shall be -0mm and +2000 mm on both sides in Access Channel and Port Basin at Sittwe and -0mm and +1000 mm on both sides in Kaladan River. The Contractor will not be paid for the extra quantities in slopes flatter than 1:5, if any. However, payment of tolerances will be made within the limits of tolerances as stipulated in RFP.
Sample 1
Dredge Tolerances. The dredge level in the navigation channel shall not exceed an upper tolerance of + 0 mm and a lower tolerance of - 200 mm, where + indicates a height above the design dredge level and - indicates a depth below the design dredge level. No ridges or pinnacles above the design dredge level shall be accepted. Horizontal tolerances for dredging in the navigation channel shall be - 0 mm and + 2500 mm, where - indicates a deviation of the toe of the dredged slope (towards the channel) from the location specified in the contract drawings and + indicates a deviation of the toe of the dredged slope (away from the channel) from the location specified in the contract drawings. The Contractor will not be paid for the extra quantities in slopes flatter than 1:5, if any.
Sample 1
Dredge Tolerances. The dredge level in the navigation channel shall not exceed the upper tolerance of +0mm and lower tolerance of -200mm, where “+” indicates a height above the design dredge level and “-“ indicates depth below design dredge level. No ridges or pinnacles above design dredge level shall be accepted. Horizontal tolerance for dredging in the navigation channel shall be -0mm and +250mm on both sides. The Contractor will not be paid for the extra quantities in slopes flatter than 1:5, if any. However, payment of tolerances will be made within the limits of tolerances as stipulated in RFP.
Sample 1

Related to Dredge Tolerances

  • ROAD TOLERANCES Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Tolerance Class A B C Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 1-6 ORDER OF PRECEDENCE Any conflict or inconsistency in the road plan will be resolved by giving the documents precedence in the following order:

  • Tolerances 1. If a non-originating material used in the production of a product does not satisfy the requirements set out in Annex 3-B, the product shall be considered as originating in a Party, provided that:

  • Inoculations The Employer agrees to pay full expenses for inoculation or immunization shots for the employee and for members of an employee’s household when such becomes necessary as a result of said employee’s exposure to contagious diseases (including AIDS, tuberculosis and hepatitis) where said officer has been exposed to said disease in the line of duty.

  • Tolerance Average net mass of cement packed in bags in a sample shall be equal to or more than 50kg. If and as desired by the Engineer-in-Charge, the number of samples to be checked for net mass of cement per bag, in a given number of bags shall be as given below: 100 to 150 bags : 20 sample 150 to 280 bags : 32 sample 281 to 500 bags : 50 sample 501 to 1200 bags : 80 sample 1201 to 3200 bags : 125 sample 3201 and above : 200 sample The bags in a sample shall be selected at random. B- Sand (Fine Aggregate)

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

  • Electrical Safety Only UL approved items are permitted in Housing & Residence Life. Extension and multi-use cords must be heavy duty, single plug, and be UL approved. Altering or adapting electrical outlets and equipment and overloading circuits jeopardize safety and thus are not permitted.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Plant The expression ‘Plant’ as used in the tender papers shall mean every temporary accessory necessary or considered necessary by the Engineer to execute, construct, complete and maintain the work and all altered, modified, substituted and additional works ordered in the time and the manner herein provided and all temporary materials and special and other articles and appliance of every sort kind and description whatsoever intended or used therefore.

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