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
Sample 1
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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. 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. 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
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

Related to Concrete Slab

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