PREPARATION OF SURFACES Sample Clauses

PREPARATION OF SURFACES. Before any other surface preparation is conducted, all surfaces shall be power washed to remove dust, salts, dirt and other contaminants. All wash water shall be contained, collected and tested in accordance with the requirements of NCDOT Managing Bridge Wash Water specification. Obtain approval of the Engineer and allow all cleaned surfaces to dry to the touch and without standing water before beginning surface preparation or painting activities. Surface preparation is done with materials meeting Article 1080-13 of the 2012 Standard Specifications. No silica sand or other silica materials are permitted for use. The profile shall be between 1.0 and 3.0 mils when measured on a smooth steel surface. Conduct and document at least 2 tests per beam/girder and 2 tests per span of diaphragms/cross bracing. Spread tarpaulins over all pavements and surfaces underneath equipment used for abrasive blasting as well as equipment and containers used to collect abrasive media. This requirement will be enforced during activity and inactivity of equipment. Before the Contractor departs from the work site at the end of the work day, collect all debris generated during surface preparation and all dust collector hoses, tarps or other appurtenances containing blasting residue in approved containers.
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PREPARATION OF SURFACES. The surface shall be prepared as specified under white washing and colour washing.
PREPARATION OF SURFACES. All surfaces to receive roofing shall be clean, dry, free from fins or projections and loose materials, and with cracks or voids filled with cement mortar.
PREPARATION OF SURFACES. 1. All surfaces shall be cleaned per SSPC-SP1 "Solvent Cleaning" to remove oil and grease prior to any other surface preparation. 2. After fabrication, prepare the following steel surfaces in accordance with SSPC-SP2 "Hand Tool Cleaning" or SSPC-SP3 “Power Tool Cleaning”: a. Steelwork to be encased in concrete. b. Steelwork to be hot-dip galvanized. 3. After fabrication, prepare the following steel surfaces in accordance with SSPC-SP3 "Power Tool Cleaning": a. Interior steelwork to be painted with Type A Primer. 4. After fabrication, prepare the following steelwork in accordance with SSPC-SP6 "Commercial Blast Cleaning": a. Steel to be painted with Type B primer. b. Architecturally Exposed Structural Steel.
PREPARATION OF SURFACES. The surfaces shall be dry, free from dust, dirt, oil and other foreign material. (a) Five layer treatment consisting of the following:  A layer of cold bituminous primer at a rate of 400 gms per smt.  A layer of special roofing asphalt (Hot) at a rate of 1.2 Kg. per square metre.  A layer of bitumen felt Hessian base self finished type 3, grade 1 of approved makes. Minimum lap at the ends and sides of felt shall be 100 mm and 75 mm respectively and joints shall be sealed properly with bitumen.  A layer of special roofing asphalt (Hot) at a rate of 1.2 Kg. per square metre.  A layer of pea size gravel of 6 mm down size at a rate of 0.0006 cms per square metre. (b) Seven layer treatment consisting of the following : The first four layers shall be same as the first four layers stated above in five layers treatment. The other layers shall be:  Apply second layer of Hessian based self finished tarfelt, with minimum 100 mm and 75 mm lap at end and sides of strips.  A layer of special roofing asphalt (Hot) at a rate of 1.2 Kg. per square metre.  Apply final layer of pea gravel of 6 mm down size at a rate of 0.0006 Cmt./Smt. The contractor shall give guarantee against any leakage, and rectify any defect in water proofing, as mentioned in Bills of Quantities.
PREPARATION OF SURFACES. Before any other surface preparation is conducted, all surfaces shall be power washed to remove dust, salts, dirt and other contaminants. All wash water shall be contained, collected and tested in accordance with the requirements of NCDOT Managing Bridge Wash Water specification. Obtain approval of the Engineer and allow all cleaned surfaces to dry to the touch and without standing water before beginning surface preparation or painting activities. Surface preparation is done with materials meeting Article 1080-13 of the 2012 Standard Specifications. No silica sand or other silica materials are permitted for use. The profile shall be between 1.0 and 3.0 mils when measured on a smooth steel surface. Conduct and document at least 2 tests per beam/girder and 2 tests per span of diaphragms/cross bracing. Spread tarpaulins over all pavements and surfaces underneath equipment used for abrasive blasting as well as equipment and containers used to collect abrasive media. This requirement will be enforced during activity and inactivity of equipment. Before the Contractor departs from the work site at the end of the work day, collect all debris generated during surface preparation and all dust collector hoses, tarps or other appurtenances containing blasting residue in approved containers. Clean a 3" x 3" area at each structure to demonstrate the specified finish, and the inspector will preserve this area by covering it with tape, plastic or some other suitable means so that it can be retained as the Dry Film Thickness (DFT) gauge adjustment standard. An acceptable alternative is for the Contractor to provide a steel plate with similar properties and geometry as the substrate to be measured. The contractor and or quality assurance representative shall notify the Engineer of any area of corroded steel which has lost more than 50% of its original thickness. All parts of the bridges not to be painted and the travelling public shall be protected from overspray. Submit a plan to protect all parts of bridge that are not required to be painted and a plan to protect the traveling public and surrounding environment while applying all coats of paint to a structure. Ensure that chloride levels on the surfaces are 7 µg/cm2 or lower using an acceptable sample method in accordance with SSPC Guide 15. The frequency of testing shall be 2 tests per span after all surface preparation has been completed and immediately prior to painting. Select test areas representing the greatest amou...
PREPARATION OF SURFACES. The surface shall be prepared by removing all mortar droppings and foreign matter and thoroughly cleaned with hair or fiber brush or other means as may be ordered by the Employer/Architects to produce an approved clean and even surface. All loose pieces and scales shall be scrapped off and holes, cracks etc. Stopped with mortar to match with the surrounding finish. The mortar should be cured sufficiently. In case where the surface have been previously white washed or color washed, the old white or color wash shall be entirely removed and surface broomed down before the new white wash is applied. In case the old white wash cannot be removed by brooming, the surfaces shall be cleaned by scrapping.
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PREPARATION OF SURFACES. 17.6.1 The surface shall be thoroughly cleaned off loose particles, dust, dirt, efflorescence, chalking, grease, mortar drops and other foreign matter. The surface shall be sand papered with grade I abrasive paper and dusted off to achieve an even and smooth surface free from all dust particles. The contractor will use electric blowers for this purpose. If surface so obtained is uneven, it shall be brought to a perfectly even surface by applying external wall cave putty and allowing it to dry completely and then it shall be rubbed with the abrasive paper and dusted off and finally area cleaned by use of electric blower.
PREPARATION OF SURFACES. New surfaces - The surface shall be thoroughly cleaned of all dirt, dust, matter, drops and other foreign matter before white wash is to be applied.

Related to PREPARATION OF SURFACES

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  • Installation and Maintenance Except for the bi‐directional and production metering equipment owned by the City, all equipment on Customer’s side of the delivery point, including the required disconnect device, shall be provided and maintained in satisfactory operating condition by Customer and shall remain the property and responsibility of the Customer. The City will bear no responsibility for the installation or maintenance of Customer’s equipment or for any damage to property as a result of any failure or malfunction thereof. The City shall not be liable, directly or indirectly for permitting or continuing to allow the interconnection of the Facility or for the acts or omissions of Customer or the failure or malfunction of any equipment of Customer that causes loss or injury, including death, to any party.

  • Cancellation and Destruction of Surrendered ADRs; Maintenance of Records All ADRs surrendered to the Depositary shall be canceled by the Depositary. Canceled ADRs shall not be entitled to any benefits under the Deposit Agreement or be valid or enforceable against the Depositary for any purpose. The Depositary is authorized to destroy ADRs so canceled, provided the Depositary maintains a record of all destroyed ADRs. Any ADSs held in book-entry form (e.g., through accounts at DTC) shall be deemed canceled when the Depositary causes the number of ADSs evidenced by the Balance Certificate to be reduced by the number of ADSs surrendered (without the need to physically destroy the Balance Certificate).

  • Removal of Improvements Grantor shall not demolish or remove any Improvements from the Real Property without Lender's prior written consent. As a condition to the removal of any Improvements, Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value.

  • Maintenance of Common Areas Landlord shall maintain the Common Areas in good order, condition and repair and shall operate the Project and Park, in Landlord’s reasonable discretion, as a first-class industrial/commercial real property development. Tenant shall pay, on a monthly basis, Tenant’s Pro-Rata Share (as determined below) of the costs specified below and incurred by Landlord for the operation and maintenance of the Common Areas in the manner stated in Section 4.05(e). Common Area costs include, but are not limited to, costs and expenses for the following: the emergency generator gardening and landscaping; utilities, water, storm water and sanitary sewage charges; maintenance of signs (other than tenants’ signs); premiums for liability, property damage, fire and other types of casualty insurance on the Common Areas and all Common Area improvements; all Real Property Taxes levied on or attributable to the Common Areas and all Common Area improvements; all personal property taxes levied on or attributable to personal property used in connection with the Common Areas; straight-line depreciation on personal property owned by Landlord which is consumed or used in the operation or maintenance of the Common Areas; rental or lease payments paid by Landlord for rented or leased personal property used in the operation or maintenance of the Common Areas; fees for required licenses and permits; repairing, resurfacing and repaying, striping or restriping, maintaining, painting, lighting, cleaning, refuse removal, security and similar items; sales taxes; business and occupations taxes; and a reasonable fee to Landlord for Landlord’s supervision of the Common Areas and Project management (not to exceed three percent (3%) of the Base Rents of the Project for the calendar year). Landlord may cause any or all of such services to be provided by third parties and the cost of such services shall be included in Common Area costs. Common Area costs shall not include depreciation of real property which forms part of the Common Areas. The parties acknowledge and agree that the costs for maintaining the emergency generator shall be divided pro-rata among the four buildings to which it is connected.

  • MAINTENANCE OF THE SAID BUILDING / APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the association of the allottees. The cost of such maintenance has been included in the Total Price of the [Apartment/Plot].

  • Common Area Maintenance Landlord will maintain or cause to be maintained the Common Areas and Tenant will reimburse Landlord for Tenant’s prorata share of the cost of such maintenance as hereinafter provided. (a) Common area maintenance costs and expenses shall be determined in accordance with generally accepted accounting principles consistently applied and allocated to any particular calendar year on the accrual method of accounting. Such costs and expenses shall include, but shall not be limited to upkeep, exterior painting, repairs, replacements and improvements in the Common Areas, snow removal, sweeping and cleanup, depreciation allowance on any machinery and equipment owned by Landlord and used in connection therewith, utility services including fire line water service charges, premiums for public liability, property damage and fire insurance including the Common Areas, any real estate tax and/or tax consultant expense incurred for the purpose of maintaining equitable tax assessments on the Development, all property taxes or assessments levied or assessed against all Common Areas, which, if not separately assessed, shall be determined, for land, by the ratio of land area designated for Common Area use to the total land area in the Development and, for improvements, on a fair and equitable allocation among the various improvements in the Development, giving weight to the factors which determine the amount of the real property tax or assessment in question. In addition, such costs shall include administrative costs equal to ten percent (10%) of the total cost paid or incurred by Landlord under this paragraph. (b) Tenant shall pay as additional rent to Landlord, Tenant’s prorata share of such Common Area expenses in the following manner: (1) From and after the date the minimum rental provided for herein has commenced, but subject to adjustment as hereinafter in this subparagraph (1) provided, Tenant shall pay Landlord in advance on the first day of each calendar month during the term of this Lease an estimated and adjustable amount covering Tenant’s proportionate share of common area services and expenses, which amount may be adjusted by Landlord by notice to Tenant at the end of any calendar month on the basis of Landlord’s experience and reasonably anticipated costs. (See Lease Rider “A” Building Expenses attached hereto and incorporated herein.) (2) Within thirty (30) days following the end of each calendar year, Landlord shall furnish Tenant a statement covering the calendar year just expired, showing the total operating costs, the amount of Tenant’s prorata share of such Common Area expenses for such calendar year and the payments made by Tenant with respect to such calendar year as set forth in subparagraph (b) I. If Tenant’s prorata share of such Common Area expenses exceeds Tenant’s payments so made, Tenant shall pay Landlord the deficiency within ten (10) days after receipt of such statement. If said payments exceed Tenant’s prorata share of such Common Area expenses, Tenant shall be entitled to offset the excess against payments next thereafter to become due Landlord as set forth in said subparagraph (b) I. Tenant’s pro-rata share of the total Common Area expenses for the previous calendar year shall be that portion of all such expenses which is equal to the proportion which the number of square feet of gross leasable area in the Demised Premises bears to the total number of square feet of gross leasable area of buildings in the entire Development which are from time to time completed and occupied as of the commencement of each calendar year.

  • Selection of Subcontractors, Procurement of Materials and Leasing of Equipment The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations.

  • Tenant’s Maintenance Tenant shall maintain the interior of the demised premises, including interior ceilings, walls, floors, plumbing and plumbing fixtures, electrical service and fixtures, other fixtures, heating and air conditioning equipment, pipes, doors, windows and all glass, the overhead doors, including the common hallway and the two bathrooms in the common hallway, in a safe, clean, sightly and sanitary condition, and in good working order, and shall repair and replace same as is necessary to maintain them in the condition they were in at the time Tenant took occupancy of the demised premises and, in any event, to maintain them in good working order. Tenant shall be responsible to enter into a servicing agreement for the heating and air conditioning equipment, at Tenant's expense satisfaction to Landlord. Landlord shall in no event be responsible for replacement of any broken windows, regardless of the cause thereof, the responsibility for which being that of Tenant. Tenant shall make no alterations or structural changes to the improvements on the demised premises or place signs on the exterior thereof without the prior written consent of Landlord, which shall not be unreasonably withheld. Tenant shall also be billed directly for and pay the maintenance fees charged by the Northgate Center Association and covering the term of this Lease, as it may be renewed. Upon the commencement of this Lease and the termination of this Lease, if it does not coincide with the Association's billing cycle, Tenant shall pay to Landlord his pro rata amount of the Association fees until the beginning of the next billing cycle, if at the beginning of the Lease term, and from the end of the last billing cycle to the date of termination, upon termination of the Lease.

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