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.
Calculation methodology No adjustment in the Conversion Price need be made unless the adjustment would require an increase or decrease of at least 1% in the Conversion Price then in effect, provided that any adjustment that would otherwise be required to be made shall be carried forward and taken into account in any subsequent adjustment. Except as stated in this Article VI, the Conversion Rate will not be adjusted for the issuance of Common Stock or any securities convertible into or exchangeable for Common Stock or carrying the right to purchase any of the foregoing. Any adjustments that are made shall be carried forward and taken into account in any subsequent adjustment. All calculations under Article V and Section 6.06 hereof and this Section 6.07 shall be made to the nearest cent or to the nearest 1/10,000th of a share, as the case may be.
Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.
Construction Drawings After approving the Additional Programming Information, Landlord shall cause the Architect and the Engineers to prepare and deliver to Tenant Construction Drawings that conform to the approved Space Plan and the approved Additional Programming Information. Such preparation and delivery shall occur within 15 business days after the later of Landlord’s approval of the Additional Programming Information or the mutual execution and delivery of this Agreement. Tenant shall approve or disapprove the Construction Drawings by notice to Landlord. If Tenant disapproves the Construction Drawings, Tenant’s notice of disapproval shall specify any revisions Tenant desires in the Construction Drawings. After receiving such notice of disapproval, Landlord shall cause the Architect and/or the Engineers to revise the Construction Drawings, taking into account the reasons for Tenant’s disapproval (provided, however, that Landlord shall not be required to cause the Architect or the Engineers to make any revision to the Construction Drawings that is inconsistent with the Landlord Requirements or that Landlord otherwise reasonably disapproves), and resubmit the Construction Drawings to Tenant for its approval. Such revision and resubmission shall occur within five (5) business days after the later of Landlord’s receipt of Tenant’s notice of disapproval or the mutual execution and delivery of this Agreement if such revision is not material, and within such longer period of time as may be reasonably necessary (but not more than 15 business days after the later of such receipt or such mutual execution and delivery) if such revision is material. Such procedure shall be repeated as necessary until Tenant has approved the Construction Drawings. The Construction Drawings approved by Landlord and Tenant are referred to in this Work Letter as the “Approved Construction Drawings”.
Methodology 1. The price at which the Assuming Institution sells or disposes of Qualified Financial Contracts will be deemed to be the fair market value of such contracts, if such sale or disposition occurs at prevailing market rates within a predefined timetable as agreed upon by the Assuming Institution and the Receiver.
Construction Change Directive A written order prepared and issued by the District, the Construction Manager, and/or the Architect and signed by the District and the Architect, directing a change in the Work.
Construction Plans Tenant shall prepare final plans and specifications for the Tenant Improvements that (a) are consistent with and are logical evolutions of the Approved Schematic Plans and (b) incorporate any other Tenant-requested (and Landlord-approved) Changes (as defined below). As soon as such final plans and specifications ("Construction Plans") are completed, Tenant shall deliver the same to Landlord for Landlord's approval, which approval shall not be unreasonably withheld, conditioned or delayed. All such Construction Plans shall be submitted by Tenant to Landlord in electronic .pdf, CADD and full-size hard copy formats, and shall be approved or disapproved by Landlord within ten (10) business days after delivery to Landlord. Landlord's failure to respond within such ten (10) business day period shall be deemed approval by Landlord. If the Construction Plans are disapproved by Landlord, then Landlord shall notify Tenant in writing of its objections to such Construction Plans, and the parties shall confer and negotiate in good faith to reach agreement on the Construction Plans. Promptly after the Construction Plans are approved by Landlord and Tenant, two (2) copies of such Construction Plans shall be initialed and dated by Landlord and Tenant, and Tenant shall promptly submit such Construction Plans to all appropriate Governmental Authorities for approval. The Construction Plans so approved, and all change orders approved (to the extent required) by Landlord, are referred to herein as the "Approved Plans."
Construction Change Directives 7.3.1 A Construction Change Directive is written order prepared by the Architect and signed by the Owner and Architect, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum, or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusting accordingly.
NETWORK INTERCONNECTION METHODS 64.1 This Section sets forth the terms and conditions for Network Interconnection Methods (NIMs) provided between CenturyLink and CLEC for the Interconnection Facilities established between the Parties’ networks. Additionally, this Section describes the physical architecture for the Interconnection of the Parties’ facilities and equipment required for the transmission and routing of Local Traffic, ISP-Bound Traffic, IntraLATA LEC Toll Traffic, VoIP-PSTN Traffic, Transit Traffic and Jointly Provided Switched Access Service Traffic.
Construction Budget The total amount indicated by the District for the Project plus all other costs, including design, construction, administration, financing, and all other costs.
