Pavement Construction Methods
Pavement Construction Methods Sample Clauses
Related to Pavement Construction Methods
Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.
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:
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.
PRE-CONSTRUCTION PHASE SERVICES The Pre-Construction Phase shall be deemed to commence upon the date specified in a written Notice to Proceed with Pre-Construction Phase Services issued by Owner and shall continue through completion of the Construction Documents and procurement of all major Subcontractor agreements. Contractor is not entitled to reimbursement for any costs incurred for Pre-Construction Phase Services performed before issuance of the written Notice to Proceed. Pre-Construction Phase Services may overlap Construction Phase Services. Contractor shall perform the following Pre-Construction Phase Services:
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.
Construction of Public Improvements a. Upon satisfaction of the conditions set forth in Paragraph 2.1 and the notice requirement set forth below, Developer shall construct the Public Improvements at its own expense in accordance with this Agreement, the Final Plat, the Resolution, the Civil Engineering Construction Plans, the Town’s ordinances, resolutions and regulations and all other applicable laws and regulations. All Public Improvements shall be installed and constructed within the rights- of-way or easements dedicated to the Town. Unless otherwise approved by the Town in writing, all materials used for constructing the Public Improvements shall be materials set forth on the Town’s approved material list. Workmanship and materials shall be of good quality.
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.
Neutral Construction The parties to this Agreement agree that this Agreement was negotiated fairly between them at arm's length and that the final terms of this Agreement are the product of the parties' negotiations. Each party represents and warrants that it has sought and received legal counsel of its own choosing with regard to the contents of this Agreement and the rights and obligations affected hereby. The parties agree that this Agreement shall be deemed to have been jointly and equally drafting by them, and that the provisions of this Agreement therefore should not be construed against a party or parties on the grounds that such party or parties drafted or was more responsible for the drafting of any such provision(s).
Routine Maintenance, Construction, and Repair The NYISO or Connecting Transmission Owner may interrupt interconnection service or curtail the output of the Small Generating Facility and temporarily disconnect the Small Generating Facility from the New York State Transmission System or Distribution System when necessary for routine maintenance, construction, and repairs on the New York State Transmission System or Distribution System. The NYISO or the Connecting Transmission Owner shall provide the Interconnection Customer with five Business Days notice prior to such interruption. The NYISO and Connecting Transmission Owner shall use Reasonable Efforts to coordinate such reduction or temporary disconnection with the Interconnection Customer.
Pre-Construction Phase Employer’s Liability, Workers’ Compensation, Comprehensive General Liability and Comprehensive Automobile Liability in the amounts as set forth in the UGSC.
