Bituminous constructions Sample Clauses

Bituminous constructions. (a) For Bituminous constructions other than wearing course, where the surface is low, the deficiency shall be corrected by the adding fresh material and recompacting specifications, where the surface is high the full depth of the layer shal bo removed and replaced with fresh material and compacted . to specifications. (b) For wearing course, where the surface is nigh or low the full depth of the layer shall be removed and replaced with fresh material and compacted to specifications. In all case where the removal and replacement of a bituminous layer is involved, the area treated shall not be less than 5 metre and less than 1 land wide
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Bituminous constructions. (a) For Bituminous constructions other than wearing course, where the surface is low, the deficiency shall be corrected by the adding fresh material and recompacting specifications, where the surface is high the full depth of the layer shal bo removed and replaced with fresh material and compacted . to specifications. (b) For wearing course, where the surface is nigh or low the full depth of the layer shall be removed and replaced with fresh material and compacted to specifications. In all case where the removal and replacement of a bituminous layer is involved, the area treated shall not be less than 5 metre and less than 1 land wide 8-25 TRAFFIC REGULATIONS (a) Clause 112 of the SSRB shall apply to the whole works Tippers, trucks, Water Lorries to which when not in actual XXxx Shall be drawn ~Iear off thl? ro3rl. the c;afpt~1 to thp rllhlic an prpcal.ltionary meRsures shall be taken by way of lighting with bright red light and warnig boards. The contractor shall maintain watchman on the works and control and regulate traffic. If an where necessary. Notice boards shall be placed in suitable locations bearing in large letters in conspicuous columns. Warning notices shall be placed at the points in the neighbourhood of the work where other roads join and across the road and at such other places and points as may be directed to enable the motoists cyclists. . or other vehicular traffic, avoid the obstructed road by taking alternative routes. Extra payment will not be made for any such incidental items. . (b) penalty for not arranging traffic regulations: If the contractor fails to make arrarigements for traffic regulations as described in condition 8- 25 (a) a penalty of Rs500- day will be imposed on the contractor. 8-26 Cement and steel M.S./R.T.S will be supplied to the Contractor by the Corporation, (If and when available) at the rate of Rs /- per tonne, M.S. Rs /- per Tonne R.T.S. Rs /- per tonne, respectively and the cost recovered from the bills of the contractor for the work. The contractor wjll have to arrange for carting from the specified Corporation store yard at their own cost for car1ing the same to work site. The contractor's rate for the respective items involving cement. and steel should inclusive the cost of conveyance from the sources of departmental supply to the Workspot. The contractor shall not claim any compensation for non-supply of cement and steel by the departments.

Related to Bituminous constructions

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on day one (1) of month thirteen

  • ICIF Construction The ICIF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Parties agree on another mutually acceptable deadline, Interconnection Customer shall deliver to Transmission Provider and Transmission Owner “as-built” drawings, information and documents for the ICIF, such as: a one-line diagram, a site plan showing the Generating Facility and the ICIF, plan and elevation drawings showing the layout of the ICIF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer’s step-up transformers, the facilities connecting the Generating Facility to the step-up transformers and the ICIF, and the impedances (determined by factory tests) for the associated step-up transformers and the Generating Facility. Interconnection Customer shall provide Transmission Provider and Transmission Owner with Interconnection Customer’s specifications for the excitation system, automatic voltage regulator, Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Design and Construction In complying with the requirements of the specification both with respect to arrangement and detail, design is to conform to the best current engineering practice. Each of the several parts of the material is to be of the maker’s standard design provided that this design is in general accordance with the specification. The essence of design should be simplicity and reliability in order to give long continuous service with high economy and low maintenance cost. Particular attention should be paid to internal and external access in order to facilitate inspection, cleaning and maintenance. The design dimensions and materials of all parts are to be such that they will not suffer damage as a result of stresses under the most severe conditions. Fully detailed specifications of the several parts of the material are to be submitted describing particularly the materials to be used. The materials used in the construction of the material are to be of the highest quality and selected particularly to meet the duties required of them. Mechanisms are to be constructed to avoid sticking due to rust or corrosion. Workmanship and general finish are to be of the highest class throughout. All similar parts of the material are to be interchangeable. All equipment is to operate without undue vibration and with the least possible amount of noise and is not to cause a nuisance. All equipment is to be designed to minimize the risk of fire and any damage, which may be caused in the event of fire. The equipment is also to be designed to prevent ingress of all vermin, accidental contact with live parts and to minimize the ingress of dust and dirt. The use of materials, which may be liable to attack by termites or other insects, is to be avoided.

  • Contract Construction 6.27.1 The parties acknowledge that each party and its counsel have reviewed this CONTRACT and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this CONTRACT or any amendment or exhibits hereto.

  • Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

  • ADDITIONAL CONSTRUCTIONS The Promoter undertakes that it has no right to make additions or to put up additional structure(s) anywhere in the Project after the building plan has been approved by the competent authority(ies) except for as provided in the Act.

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