|
|
|
|
|
Wall |
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
|
24960 |
|
|
|
2/= |
49920 |
|
|
|
|
|
|
|
|
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
215 |
860 |
|
|
|
|
49060 |
|
|
|
|
|
|
Foundation |
|
|
|
|
|
|
|
|
|
|
|
17760 |
7200 |
|
plus |
2/ |
535 |
535 |
|
|
|
18295 |
7735 |
|
|
|
|
18295 |
|
|
|
Total= |
26030 |
|
|
|
2/= |
52060 |
|
less |
|
|
|
|
|
4/2/0.50 |
750 |
3000 |
|
|
|
|
49060 |
|
The vol of of foundation |
|
36.795 |
|
|
|
|
|
|
|
|
|
|
|
|
Trench Excavation |
|
|
||
|
|
|
|
|
|
|
17760 |
7200 |
|
plus |
2/ |
535 |
535 |
|
|
|
18295 |
7735 |
|
|
|
|
18295 |
|
|
|
Total= |
26030 |
|
|
|
2/= |
52060 |
|
less |
|
|
|
|
|
4/2/0.50 |
750 |
3000 |
|
|
|
|
49060 |
|
area of trench excavation |
49.06 m2 |
|
||
|
|
|
|
|
|
|
|
|
|
102.5 engg bricks |
|
|
||
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
Total= |
24960 |
|
|
|
2/= |
49920 |
|
plus |
|
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
|
50990 |
|
Vol of 102.5 mm engg bricks |
5.226475 |
|
||
C10 concrete cavity fill |
|
|
||
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
|
|
less (wall) |
2/ |
430 |
430 |
|
|
|
17330 |
6770 |
|
|
|
|
17330 |
|
|
|
Total |
24100 |
|
|
|
2/= |
48200 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
|
47130 |
|
Vol of c10 Concrete cavity fill s |
4.713 |
|
||
|
|
|
|
|
140 Concrete trench block |
|
|
||
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
|
|
less (wall) |
2/ |
430 |
430 |
|
|
|
17330 |
6770 |
|
|
|
|
17330 |
|
|
|
Total |
24100 |
|
|
|
2/= |
48200 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
0 |
0 |
|
|
|
|
48200 |
|
Vol of 140 Concrete trench blocks |
6.748 |
|
||
|
|
|
|
|
100 mm hard core floor base |
|
|
||
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
Total |
24960 |
|
|
|
2/= |
49920 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
0 |
0 |
|
|
|
|
49920 |
|
Vol of 140 Concrete trench blocks |
6.9888 |
|
||
|
|
|
|
|
100 mm kingspan F70 floor insulation |
|
|||
|
|
17760 |
7200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
Total |
24960 |
|
|
|
2/= |
49920 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
0 |
0 |
|
|
|
|
49920 |
|
Vol of 140 Concrete trench blocks |
4.992 |
|
||
|
|
|
|
|
Visqueen DPM |
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
Total |
24960 |
|
|
|
2/= |
49920 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
0 |
0 |
|
|
|
|
49920 |
|
Vol of visqueen DPM |
|
4.992 |
|
|
Vol of 100 concrtee base |
|
|
||
|
|
17760 |
7200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
Total |
24960 |
|
|
|
2/= |
49920 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
0 |
0 |
|
|
|
|
49920 |
|
Vol of concrete base |
|
4.992 |
|
|
|
|
|
|
|
|
|
|
|
|
Vol of 75 mm sand cement screed |
|
|||
|
|
17760 |
7200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
17760 |
7200 |
|
|
|
|
17760 |
|
|
|
Total |
24960 |
|
|
|
2/= |
49920 |
|
|
|
|
|
|
less |
|
|
|
|
|
4/2/0.50 |
0 |
0 |
|
|
|
|
49920 |
|
Vol of 75 mm concrete base |
3.744 |
|
PART 2
Wall |
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
|
16320 |
|
|
2/= |
32640 |
|
|
|
|
|
|
|
|
|
less |
|
|
|
4/2/0.50 |
215 |
860 |
|
|
|
31780 |
|
|
|
|
CL of Foundation |
|
|
|
|
|
|
|
|
|
12000 |
4320 |
plus |
2/ |
535 |
535 |
|
|
12535 |
4855 |
|
|
|
12535 |
|
|
Total= |
17390 |
|
|
2/= |
34780 |
less |
|
|
|
|
4/2/0.50 |
750 |
3000 |
|
|
|
31780 |
Vol of of foundation |
|
36.795 |
|
|
|
|
|
|
|
|
|
CL of Trench Excavation |
|
||
|
|
|
|
|
|
12000 |
4320 |
plus |
2/ |
535 |
535 |
|
|
12535 |
4855 |
|
|
|
12535 |
|
|
Total= |
17390 |
|
|
2/= |
34780 |
less |
|
|
|
|
4/2/0.50 |
750 |
3000 |
|
|
|
31780 |
area of trench excavation |
31.780 m2 |
||
|
|
|
|
|
|
|
|
CL of 102.5 engg bricks |
|
||
|
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
Total= |
16320 |
|
|
2/= |
32640 |
plus |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
33710 |
Vol of 102.5 mm engg bricks |
3.455275 |
||
CL of C10 concrete cavity fill |
|
||
|
|
|
|
|
|
12000 |
4320 |
|
|
|
|
less (wall) |
2/ |
430 |
430 |
|
|
11570 |
3890 |
|
|
|
11570 |
|
|
Total |
15460 |
|
|
2/= |
30920 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
29850 |
Vol of c10 Concrete cavity fill s |
2.982 |
||
|
|
|
|
140 Concrete trench block |
|
||
|
|
|
|
|
|
12000 |
4320 |
|
|
|
|
less (wall) |
2/ |
430 |
430 |
|
|
11570 |
3890 |
|
|
|
11570 |
|
|
Total |
15460 |
|
|
2/= |
30920 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
29850 |
Vol of 140 Concrete trench blocks |
4.179 |
||
|
|
|
|
100 mm hard core floor base |
|
||
|
|
|
|
|
|
12000 |
4320 |
|
|
|
|
|
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
Total |
16320 |
|
|
2/= |
32640 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
31570 |
Vol of 140 Concrete trench blocks |
4.4198 |
||
|
|
|
|
100 mm kingspan F70 floor insulation |
|||
|
|
12000 |
4320 |
|
|
|
|
|
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
Total |
16320 |
|
|
2/= |
32640 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
31570 |
Vol of 140 Concrete trench blocks |
3.157 |
||
|
|
|
|
Visqueen DPM |
|
|
|
|
|
12000 |
4320 |
|
|
|
|
|
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
Total |
16320 |
|
|
2/= |
32640 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
31570 |
Vol of visqueen DPM |
|
3.157 |
|
Vol of 100 concrete base |
|
||
|
|
12000 |
4320 |
|
|
|
|
|
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
Total |
16320 |
|
|
2/= |
32640 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
31570 |
Vol of concrete base |
|
3.157 |
|
|
|
|
|
|
|
|
|
Vol of 75 mm sand cement screed |
|||
|
|
12000 |
4320 |
|
|
|
|
|
|
|
|
|
|
12000 |
4320 |
|
|
|
12000 |
|
|
Total |
16320 |
|
|
2/= |
32640 |
|
|
|
|
less |
|
|
|
|
4/2/0.50 |
267.5 |
1070 |
|
|
|
31570 |
Vol of 75 mm concrete base |
2.36775 |
According to BS 8500, the "specifier" is the individual or organization in charge of creating the technical requirements' final compilation, known as the specification, which is then given to the concrete producer. This will typically be the contractor, but the designer will want to make sure that their requirements are taken into account, and they will typically do this through their own works specification (e.g. with the NSCS). The information that is normally provided by the designer and contractor has been noted and Any reported non-conformities should be sent to the designer for review, as per their requirement.
102.5 mm class B engineering bricks in CM 1: 3 (102.5) – 750 mm height , 102.5 thickness,
As implied by the name, these are of the highest caliber, as we all know. These bricks have an even and smooth charred surface. It shouldn't leave a mark when pulled with a fingernail, but when knocked against another object, it should make a metallic ringing sound. Compressive strength should be greater than 140 kg/cm2 and water absorption by weight should not exceed 20%. The object should have a homogeneous and dense texture when cut into two sections. There should be no or very little efflorescence.
It is typically advised for usage in applications such strip footing foundations, drainage works, and concrete oversite due to its fixed cement content. If you intend to carry out these kinds of projects, GEN1 might be the perfect combination, but we advise speaking with one of our knowledgeable, experienced advisers before making a purchase. Concrete block masonry, commonly referred to as concrete masonry unit (CMU), is superior to brick and stone masonry in some ways. Concrete blocks can be solid or hollow and are produced in the necessary shapes and sizes. Concrete blocks are typically 39 cm x 19 cm x 30 cm (or 20 cm or 10 cm) in size, which translates to unit configurations of 2 inch, 4 inch, 6 inch, 8 inch, 10 inch, and 12 inch. Concrete blocks are made with the aid of cement, aggregate, and water. In concrete blocks, the cement-aggregate ratio is 1:6. 60% fine aggregate and 40% coarse aggregate make up the utilized aggregate.
Specifically made lightweight GRP covers for precast concrete and premade GRP troughs
All layouts and setups have options.
unparalleled accessibility and protection
For safe manual removal only
GRP From A15 through F900, composite covers are available.
proven toughness
A hardcore bed is a crucial component of a sturdy foundation for construction projects; when properly compacted, it offers a foundation on which the builder may rely while filling the higher layers. When it's required to raise the level of a floor, this resource is priceless. It also makes up one of the lower layers of a road's construction and offers a durable, supportive, and cost-effective choice that guarantees proper site drainage—a requirement for the sustained integrity of any surface that endures heavy loads and strains for an extended period of time.
A high-performance floor insulation board called Therma floor TF70 has a thermal conductivity of 0.022 W/mK. It can be utilised in suspended or solid flooring and is appropriate for both new construction and renovation projects. Thermafloor TF70 insulation boards are simple to handle and cut, resulting in a quick installation. They come in a variety of thicknesses.
Among the floor insulation products with the best thermal performance
can lower the price of associated goods like soil removal and service connections
Useful with the majority of underfloor heating systems
'Very Good' certification for compliance with the "Framework Standard for the Responsible Sourcing of Construction Products"
Insulation that is portable, manageable, and simple to install
Masonry walls are not watertight by nature. DPCs stop water or moisture from moving from one area of the building to another. The system, which is frequently used in conjunction with a damp proof membrane (DPM) in the floor structure, should be carefully designed and detailed to ensure continuity in damp proofing, especially given that climate change is raising the possibility of more extreme weather, such as more intense and prolonged heavy downpours.
Concrete Base Preparation with engineered fill, coarse gravel, or hard, undisturbed soil should all be used for concrete foundation construction. Debris such as frozen ground, sludge, and standing water should be cleared away.
Cement and Sand Most people think of screed as being the standard floor screed. A screed system made of sand and cement is appropriate for receiving practically any form of floor covering.
SKU
BH01270
Tyrone produces the extruded Blaydon Autumn Brown brick, which is buff in color and has a fine texture.
Ibstock has a subsidiary called Tyrone.
The Blaydon Autumn Brown brick is frequently chosen as a face brick because of its visual appeal and will produce a buff, light-textured façade.
Query |
Assumption |
What is the size of the standard wall |
215 mm |
What is the thickness of Visqueen DPM |
100 mm |
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