Concrete Slab Sample Clauses

Concrete Slab. (a) The concrete wicket / slab is to be constructed on the sub-base preparation as outlined. A wicket boxed out point 300*100 is to be provided through the slab if required. (b) For each wicket the concrete base shall be constructed to a nominal thickness of 125mm using 25mpa concrete. (c) The concrete is to be reinforced with one layer of SL92 fabric / mesh set centrally on bar chairs to accurately position the mesh with overlap at joints. (d) Concrete wickets shall be pumped in one continuous pour. (e) Junctions between any slabs shall be at the approval of the Superintendent. A Xxxxxxxx Key joint (or similar approved joint) is to be installed at the junction between any slabs if not undertaken in one pour. (f) Control joints shall be sawn after concrete setting or formed in the concrete before it sets, to a depth of 20mm. The joints should be about 3mm wide (the width of a saw blade) under the inner fence lines.
Sample 1
Concrete Slab. A concrete slab, 150 mm thick with a total area of not less than 20M² shall be provided adjacent to the main laboratory building in a position to be indicated by the Engineer’s Representatives. The slab shall have a smooth finish, all to the satisfaction of the Engineer.
Sample 1
Concrete Slab. The concrete slab shall be reinforced with steel reinforcing fibers manufactured by the Bekaert Corporation or an equivalent manufacturer at a dosage of at least twenty (20) pounds per cubic yard. The concrete slab shall achieve a minimum flatness (FF) rating of 35 and a minimum levelness (FL) rating of 25. The concrete floor shall be sealed with one coat of Sealhard concrete floor hardener and sealer after the concrete floor has cured for at least eight (8) days. EXTERIOR WALLS: The north and west wall elevations of the building shall consist of a 12” pre-cast concrete wall panel system with 2.5” of rigid, polystyrene insulation (the wall system shall achieve an approximate “R” value of 12.0.) The east and south wall elevations of the building shall be constructed with 12” concrete masonry units and a 12” x 4” x 4” utility brick veneer as manufactured by Xxxxxxxx Xxxx Products with type S, premixed Flamingo mortar. All exterior wall panel surfaces shall be coated with a stain manufactured by Chemprobe Coating Systems. All exterior brick surfaces shall be coated with a clear, water repellant such as Prime-A-Pel Plus or an equivalent substitute. All exterior expansion joints in the exterior wall system shall be caulked and tooled utilizing a two-part polyurethane caulk. The exterior walls shall extend above the roof surface creating a parapet in order to direct all roof drainage to interior roof leaders.
Sample 1
Concrete Slab. Supply and cast 15cm concrete slab. Concrete should be class C 1:2:4 mix (21Mpa). Using steel bar #12mm in both direction @25 C/C works include deforming(formwork). Concrete must be regularly watered during curing process and also should be vibrated by using suitable vibrator, to prevent cracking and tools should use during casting process. Steel reinforcement bars must be in follows specifications, Yield strength of 250Mpa. All supplied steel bars must be rust free. High tensile strength wires should be used for all steel fixing. Plastic Rebar Clip Chair Spacer is used t. the poured area should be levelled, All works to be according to the specification, drawings and instruction of site engineer. m2 1
Sample 1
Concrete Slab. The concrete slab shall be reinforced with steel reinforcing fibers manufactured by the Bekaert Corporation or an equivalent manufacturer at a dosage of at least twenty (20) pounds per cubic yard. The concrete slab shall achieve a minimum flatness (FF) rating of 35 and a minimum levelness (FL) rating of 25. The concrete floor shall be sealed with one coat of Sealhard concrete floor hardener and sealer after the concrete floor has cured for at least eight (8) days.
Sample 1

Related to Concrete Slab

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Moonlighting Employment as a physician in a professional capacity outside of what is outlined in this Agreement, whether temporary special medical activity (“TSMA”) or external moonlighting, must be approved in writing, in advance, by the Departmental Chair, Program Director and Director of Graduate Medical Education (or designee). Even if approved, professional and general liability insurance as outlined in Section 5.4 is not provided to Trainee engaged in external moonlighting. Trainee acknowledges he or she has the responsibility to obtain insurance for such engagement. TSMA and external moonlighting must be included and reported as part of Trainee's hours spent on clinical experience and education. Trainee shall not be required to engage in any outside work.

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • Smoke Detectors At Owner's expense, smoke detectors will be installed on the Property in working condition in accordance with the law prior to the tenant's occupancy. During the occupancy, it shall be the tenant's responsibility to maintain all smoke detectors. Owner will replace smoke detector equipment as needed.

  • Welding Welding and use of cutting torches or cutoff saws will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum 10-foot radius of all welding and cutting operations. A shovel and a 5-gallon standard backpack water container filled and with handpump attached shall be immediately available for use in the event of a fire start. C8.64 – DEBARMENT AND SUSPENSION CERTIFICATION (3/18). Pursuant to 2 CFR 180 and 2 CFR 417, Purchaser shall certify and obtain certifications from its Subcontractors regarding debarment, suspension, ineligibility, and voluntary exclusion, including additional Subcontractors obtained after award of this contract. “Subcontractors” are participants in lower tier covered transactions. Purchaser may rely upon a certification of a prospective Subcontractor that it is not proposed for debarment under 48 CFR 9.4, debarred, suspended, ineligible, or voluntarily excluded from participating in covered transactions or timber sales, unless Purchaser knows that the certification is erroneous. Purchaser shall keep the certifications of its Subcontractors on file until timber sale Termination Date and any extensions thereof, and will provide a copy at the written request of Contracting Officer. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this Subsection. The knowledge and information of Purchaser is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. If Purchaser knowingly enters into a timber sale transaction with a person who is proposed for debarment under 48 CFR 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in covered transactions or timber sales, in addition to other remedies available to the Government, Forest Service may pursue available remedies, including suspension and/or debarment. Contracting Officer shall provide a copy of Forms AD-1047 Certification Regarding Debarment, Suspension and Other Responsibility Matters – Primary Covered Transactions and AD-1048 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Lower Tier Covered Transactions to the Purchaser. Purchaser shall complete form AD-1047 and provide to the Contracting Officer upon request. Purchaser shall require each subcontractor to complete form AD-1048 and provide to the Contracting Officer upon request.

  • Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:

  • Advertisement on Project Highway The Project Highway or any part thereof shall not be used in any manner to advertise any commercial product or services.

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp.

  • Fabrication Making up data or results and recording or reporting them.