Concrete Slab Sample Clauses

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
AutoNDA by SimpleDocs
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.
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.
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.
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.

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.

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • 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.

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

  • ADJACENT EXCAVATION-SHORING If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

  • Underground Storage Tanks In accordance with the requirements of Section 3(g) of the D.C. Underground Storage Tank Management Act of 1990, as amended by the District of Columbia Underground Storage Tank Management Act of 1990 Amendment Act of 1992 (D.C. Code § 8-113.01, et seq.) (collectively, the “UST Act”) and the applicable D.C. Underground Storage Tank Regulations, 20 DCMR Chapter 56 (the “UST Regulations”), District hereby informs the Developer that it has no knowledge of the existence or removal during its ownership of the Property of any “underground storage tanks” (as defined in the UST Act). Information pertaining to underground storage tanks and underground storage tank removals of which the D.C. Government has received notification is on file with the District Department of the Environment, Underground Storage Tank Branch, 00 X Xxxxxx, X.X., Xxxxx Xxxxx, Xxxxxxxxxx, X.X., 00000, telephone (000) 000-0000. District’s knowledge for purposes of this Section shall mean and be limited to the actual knowledge of Xxxxxx Xxxxx, Property Acquisition and Disposition Division of the Department of Housing and Community Development, telephone no. (000) 000-0000. The foregoing is set forth pursuant to requirements contained in the UST Act and UST Regulations and does not constitute a representation or warranty by District.

Draft better contracts in just 5 minutes Get the weekly Law Insider newsletter packed with expert videos, webinars, ebooks, and more!