|
All formwork based on 4 uses.
Sides of foundations unfinished Plain Vert
hght
> 1.00 m |
m2 |
28.00 |
|
hght > 1.00 m left in |
m2 |
37.00 |
|
hght n e 250 mm |
m |
9.00 |
|
hght n e 250 mm |
m |
12.00 |
|
hght 250 - 500 mm |
m |
18.00 |
|
hght 250 - 500 mm left in |
m |
23.00 |
|
hght 500 mm - 1.00 m |
m |
24.00 |
|
hght 500 mm - 1.00 m left in |
m |
34.00 |
|
Sides of foundations polystyrene sheet formwork
equal & 50 mm thk Plain Vert
ht > 1.00 m left in |
m2 |
9.00 |
|
hght n e 250 mm |
m |
3.00 |
|
hght 250 - 500 mm left in |
m |
5.00 |
|
hght 500 mm - 1.00 m left in |
m |
8.00 |
|
Sides of foundations polystyrene sheet formwork
equal & 100 mm thk Plain Vert
hght > 1.00 m left in |
m2 |
14.00 |
|
hght n e 250 mm |
m |
4.00 |
|
hght 250 - 500 mm left in |
m |
8.00 |
|
hght 500 mm - 1.00 m left in |
m |
14.00 |
|
Sides of ground beams & edges of beds unfinished
Plain Vert
hght > 1.00 m |
m2 |
29.00 |
|
hght n e 250 mm |
m |
11.00 |
|
hght 250 - 500 mm |
m |
18.00 |
|
hght 500 mm - 1.00 m |
m |
25.00 |
|
Edges of suspended slabs unfinished Plain Vert
hght n e 250 mm |
m |
13.00 |
|
hght 250 - 500 mm |
m |
19.00 |
|
hght 500 mm - 1.00 m |
m |
32.00 |
|
Sides of upstands unfinished Plain Vert
hght >
1.00 m |
m2 |
35.00 |
|
hght n e 250 mm |
m |
12.00 |
|
hght 250 - 500 mm |
m |
21.00 |
|
hght 500 mm - 1.00 m |
m |
32.00 |
|
Steps in top sursides unfinished Plain Vert
hght n
e 250 mm |
m |
10.00 |
|
hght 250 - 500 mm |
m |
17.00 |
|
Steps in soffits unfinished Plain Vert
hght n e
250 mm |
m |
10.00 |
|
hght 250 - 500 mm |
m |
16.00 |
|
Machine bases & plinths unfinished Plain Vert
hght
> 1.00 m |
m2 |
28.00 |
|
hght n e 250 mm |
m |
10.00 |
|
hght 250 - 500 mm |
m |
19.00 |
|
hght 500 mm - 1.00 m |
m |
24.00 |
|
Soffits of slabs unfinished Slab thknss n e 200
mm
horzntl hght to underside of soffit n e 1.50 m |
m2 |
31.00 |
|
horzntl hght to underside of soffit 1.50 - 3.00 m |
m2 |
30.00 |
|
horzntl hght to underside of soffit 1.50 - 3.00 m
based on 5 uses |
m2 |
27.00 |
|
horzntl hght to underside of soffit 1.50 - 3.00 m
based on 6 uses |
m2 |
26.00 |
|
horzntl hght to underside of soffit 3.00 - 4.50 m |
m2 |
30.00 |
|
horzntl hght to underside of soffit 4.50 - 6.00 m |
m2 |
31.00 |
|
Slab thknss 200 - 300 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
33.00 |
|
Slab thknss 300 - 400 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
34.00 |
|
Slab thknss 400 - 500 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
36.00 |
|
Slab thknss 500 - 600 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
38.00 |
|
E/0 soffits of slabs for sloping n e 15 deg |
m2 |
3.00 |
|
sloping > 15 deg |
m2 |
5.00 |
|
Soffits of slabs permanent shuttering &
reinforcement,or the like Slab thknss n e 200 mm horzntl hght to
underside of soffit 1.50 - 3.00 m |
m2 |
35.00 |
|
Formwork, sheet piling, holorib, concrete formwork
systems, Formwork, sheet piling, holorib, concrete formwork systems |
|
|
|
Soffits of slabs
permanent shuttering,or the like 0.90 mm gauge shot-fired to frame
excluded Slab thknss n e 200 mm
horzntl hght to underside of soffit 1.50
- 3.00 m |
m2 |
21.00 |
|
horzntl hght to underside of soffit 3.00 - 4.50 m |
m2 |
22.00 |
|
horzntl hght to underside of soffit 4.50 - 6.00 m |
m2 |
23.00 |
|
Soffits of slabs permanent shuttering,or the
like
1.20 mm gauge shot-fired to frame excluded Slab thknss n e 200 mm
horzntl hght to underside of soffit 1.50 - 3.00 m |
m2 |
24.00 |
|
horzntl hght to underside of soffit 3.00 - 4.50 m |
m2 |
25.00 |
|
horzntl hght to underside of soffit 4.50 - 6.00 m |
m2 |
27.00 |
|
Soffits of slabs Holorib permanent shuttering,or
the like 0.90 mm gauge Slab thknss n e 200 mm
horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
25.00 |
|
horzntl hght to underside of soffit 3.00 - 4.50 m |
m2 |
27.00 |
|
horzntl hght to underside of soffit 4.50 - 6.00 m |
m2 |
28.00 |
|
Soffits of slabs Holorib permanent shuttering,or
the like 1.20 mm gauge Slab thknss n e 200 mm
horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
28.00 |
|
horzntl hght to underside of soffit 3.00 - 4.50 m |
m2 |
29.00 |
|
horzntl hght to underside of soffit 4.50 - 6.00 m |
m2 |
33.00 |
|
Soffits of landings unfinished
Slab thknss n e 200
mm horzntl hght to underside of soffit 1.50 - 3.00 m |
m2 |
31.00 |
|
Slab thknss 200 - 300 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
34.00 |
|
Slab thknss 300 - 400 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
35.00 |
|
Slab thknss 400 - 500 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
38.00 |
|
Slab thknss 500 - 600 mm horzntl hght to underside
of soffit 1.50 - 3.00 m |
m2 |
41.00 |
|
E/0 soffits of landings for sloping n e 15 degs |
m2 |
3.00 |
|
sloping > 15 deg |
m2 |
5.00 |
|
Soffits of coffered troughed slabs unfinished
trough mould,or the like 300 mm deep ribs of mould at 600 mm cts &
cross ribs at cts of bay slab thknss 300 - 400 mm
horzntl hght to
underside of soffit 1.50 - 3.00 m |
m2 |
44.00 |
|
horzntl hght to underside of soffit 3.00 - 4.50 m |
m2 |
46.00 |
|
horzntl hght to underside of soffit 4.50 - 6.00 m |
m2 |
47.00 |
|
Top formwork unfinished Sloping > 15 deg |
m2 |
25.00 |
|
Walls unfinished Vert |
m2 |
33.00 |
|
Vert hght > 3.00 m above floor
level |
m2 |
38.00 |
|
Vert interrupted |
m2 |
37.00 |
|
Vert to 1 side only |
m2 |
57.00 |
|
Battered |
m2 |
46.00 |
|
Beams unfinished Attached to slabs
reg shape
square, rectangular hght to underside of soffit 1.50 - 3.00 m |
m2 |
37.00 |
|
reg shape square, rectangular hght to underside of
soffit 3.00 - 4.50 m |
m2 |
39.00 |
|
reg shape square, rectangular hght to underside of
soffit 4.50 - 6.00 m |
m2 |
40.00 |
|
Attached to walls
reg shape square, rectangular
hght to underside of soffit 1.50 - 3.00 m |
m2 |
40.00 |
|
isolated
reg shape square, rectangular hght to
underside of soffit 1.50 - 3.00 m |
m2 |
40.00 |
|
reg shape square, rectangular hght to underside of
soffit 3.00 - 4.50 m |
m2 |
41.00 |
|
reg shape square, rectangular hght to underside of
soffit 4.50 - 6.00 m |
m2 |
43.00 |
|
E/0 beams for reg shape sloping n e 15 degrees |
m2 |
5.00 |
|
reg shape sloping > 15 degs |
m2 |
10.00 |
|
Beam casings unfinished Attached to slabs
reg
shape square, rectangular hght to underside of soffit 1.50 - 3.00 m |
m2 |
39.00 |
|
reg shape square, rectangular hght to underside of
soffit 3.00 - 4.50 m |
m2 |
40.00 |
|
Attached to walls
reg shape square, rectangular
hght to underside of soffit 1.50 - 3.00 m |
m2 |
40.00 |
|
Isolated
reg shape square, rectangular hght to
underside of soffit 1.50 - 3.00 m |
m2 |
41.00 |
|
reg shape square, rectangular hght to underside of
soffit 3.00 - 4.50 m |
m2 |
43.00 |
|
E/0 beam casings for reg shape sloping n e 15 degs |
m2 |
5.00 |
|
reg shape sloping > 15 degs |
m2 |
10.00 |
|
Columns unfinished Attached to walls
reg shape
square, rectangular hght to underside of soffit 1.50 - 3.00 m |
m2 |
36.00 |
|
Isolated
reg shape square, rectangular hght to
underside of soffit 1.50 - 3.00 m |
m2 |
37.00 |
|
reg shape circ n e 300 mm dia hght to underside of
soffit 1.50 - 3.00 m |
m2 |
64.00 |
|
reg shape circ 300 - 600 mm dia hght to underside
of soffit 1.50 - 3.00 m |
m2 |
59.00 |
|
reg shape circ 600 - 900 mm dia hght to underside
of soffit 1.50 - 3.00 m |
m2 |
56.00 |
|
Column casings unfinished Attached to walls
reg
shape square, rectangular hght to underside of soffit 1.50 - 3.00 m |
m2 |
37.00 |
|
Isolated
reg shape square, rectangular hght to
underside of soffit 1.50 - 3.00 m |
m2 |
39.00 |
|
Recesses,rebates
12 * 12 mm |
m |
1.00 |
|
25 * 25 mm |
m |
1.00 |
|
25 * 50 mm |
m |
1.00 |
|
50 * 50 mm |
m |
1.00 |
|
Nibs 50 * 50 mm |
m |
9.00 |
|
100 * 100 mm |
m |
12.00 |
|
100 * 200 mm |
m |
16.00 |
|
Wall kickers unfinished
hght 150 mm |
m |
9.00 |
|
hght 225 mm |
m |
12.00 |
|
Suspended wall kickers unfinished
hght 150 mm |
m |
13.00 |
|
Wall ends, soffits & steps in walls unfinished
Plain
wdth > 1.00 m |
m2 |
34.00 |
|
wdth n e 250 mm |
m |
11.00 |
|
wdth 250 - 500 mm |
m |
17.00 |
|
|
|
|
|
Openings in walls Plain
wdth
> 1.00 m |
m2 |
36.00 |
|
wdth n e 250 mm |
m |
11.00 |
|
wdth 250 - 500 mm |
m |
21.00 |
|
wdth 500 mm - 1.00 m |
m |
33.00 |
|
Stair flights wdth 1.00 m 150 mm waist 150 mm
undercut risers string,
wdth 300 mm |
m |
87.00 |
|
wdth 2.00 m 200 mm waist 150 mm undercut risers
string, wdth 350 mm |
m |
152.00 |
|
Mortices Girth n e 500 mm depth n e 250 mm circ |
Nr |
3.00 |
|
Holes Girth n e 500 mm depth n e 250 mm circ |
Nr |
4.00 |
|
depth 250 - 500 mm circ |
Nr |
6.00 |
|
Girth 500 mm - 1.00 m depth n e 250 mm circ |
Nr |
5.00 |
|
depth 250 - 500 mm circ |
Nr |
10.00 |
|
Girth 1.00 - 2.00 m depth n e 250 mm circ |
Nr |
11.00 |
|
depth 250 - 500 mm circ |
Nr |
18.00 |
|
Girth 2.00 - 3.00 m depth n e 250 mm circ |
Nr |
17.00 |
|
depth 250 - 500 mm circ |
Nr |
28.00 |
|
E30
Get a quoted rate from a contractor
listed on Reinforcement@tradelocator.co.uk
RElNFORCEMENT FOR lN SlTU CONCRETE
Bar Reinforcement hot rolled
plain round mild steel bars
40 mm dia nom size straight, bent |
t |
569.00 |
|
curved |
t |
600.00 |
|
32 mm dia nom size straight, bent |
t |
555.00 |
|
curved |
t |
585.00 |
|
25 mm dia nom size straight,bent |
t |
571.00 |
|
curved |
t |
601.00 |
|
20 mm dia nom size straight, bent |
t |
593.00 |
|
curved |
t |
622.00 |
|
16 mm dia nom size straight, bent |
t |
619.00 |
|
curved |
t |
648.00 |
|
12 mm dia nom size straight, bent |
t |
649.00 |
|
curved |
t |
679.00 |
|
10 mm dia nom size straight, bent |
t |
684.00 |
|
curved |
t |
715.00 |
|
8 mm dia nom size straight,bent |
t |
718.00 |
|
links |
t |
753.00 |
|
curved |
t |
750.00 |
|
6 mm dia nom size straight,bent |
t |
790.00 |
|
links |
t |
824.00 |
|
curved |
t |
825.00 |
|
Bar Reinforcement hot rolled deformed high
steel bars grade 460
40 mm dia nom size straight,bent |
t |
539.00 |
|
curved |
t |
569.00 |
|
32 mm dia nom size straight,bent |
t |
546.00 |
|
curved |
t |
575.00 |
|
Bar Reinforcement hot rolled deformed high
steel bars grade 460
-
25 mm dia nom size straight,bent |
t |
563.00 |
|
curved |
t |
592.00 |
|
20 mm dia nom size straight,bent |
t |
590.00 |
|
curved |
t |
619.00 |
|
16 mm dia nom size straight,bent |
t |
615.00 |
|
curved |
t |
645.00 |
|
12 mm dia nom size straight,bent |
t |
644.00 |
|
curved |
t |
674.00 |
|
10 mm dia nom size straight,bent |
t |
678.00 |
|
curved |
t |
708.00 |
|
8 mm dia nom size straight,bent |
t |
713.00 |
|
links |
t |
745.00 |
|
curved |
t |
744.00 |
|
Formwork, sheet piling, holorib, concrete formwork
systems, Formwork, sheet piling, holorib, concrete formwork systems |
|
|
|
Bar Reinforcement stainless steel
32 mm dia nom size
straight,bent |
t |
2,510.00 |
|
curved |
t |
2,596.00 |
|
25 mm dia nom size straight,bent |
t |
2,532.00 |
|
curved |
t |
2,620.00 |
|
20 mm dia nom size straight,bent |
t |
2,556.00 |
|
curved |
t |
2,643.00 |
|
16 mm dia nom size straight,bent |
t |
2,167.00 |
|
curved |
t |
2,254.00 |
|
12 mm dia nom size straight,bent |
t |
2,193.00 |
|
curved |
t |
2,310.00 |
|
10 mm dia nom size straight,bent |
t |
2,220.00 |
|
curved |
t |
2,350.00 |
|
8 mm dia nom size straight,bent |
t |
2,245.00 |
|
curved |
t |
2,400.00 |
|
Fabric Reinforcement 1.54 kg per m2
|
|
|
|
400 mm min laps |
m2 |
2.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
2.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
2.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
2.00 |
|
Fabric Reinforcement 2.22 kg per m2
|
|
|
|
400 mm min laps |
m2 |
2.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
2.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
2.00 |
|
Fabric Reinforcement 3.02 kg per m2
|
|
|
|
400 mm min laps |
m2 |
2.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Fabric Reinforcement 3.95 kg per m2
|
|
|
|
400 mm min laps |
m2 |
3.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Fabric Reinforcement 6.16 kg per m2
|
|
|
|
400 mm min laps |
m2 |
4.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
4.00 |
|
Fabric Reinforcement 3.05 kg per m2
|
|
|
|
400 mm min laps |
m2 |
3.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Fabric Reinforcement 3.73 kg per m2
|
|
|
|
400 mm min laps |
m2 |
3.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Fabric Reinforcement 4.53 kg per m2
|
|
|
|
400 mm min laps |
m2 |
3.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Fabric Reinforcement 5.93 kg per m2
|
|
|
|
400 mm min laps |
m2 |
4.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
4.00 |
|
Fabric Reinforcement 8.14 kg per m2
|
|
|
|
400 mm min laps |
m2 |
5.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
5.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
5.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
5.00 |
|
Fabric Reinforcement 10.90 kg per m2
|
|
|
|
400 mm min laps |
m2 |
6.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
7.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
7.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
6.00 |
|
Fabric Reinforcement 3.41 kg per m2
|
|
|
|
400 mm min laps |
m2 |
3.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Fabric Reinforcement 4.34 kg per m2
|
|
|
|
400 mm min laps |
m2 |
3.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
3.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
3.00 |
|
Formwork, sheet piling, holorib, concrete formwork systems, Formwork,
sheet piling, holorib, concrete formwork systems |
|
|
|
Fabric Reinforcement 5.55 kg per m2
|
|
|
|
400 mm min laps |
m2 |
4.00 |
|
with strips in 1 wdth 600 mm wdth |
m2 |
4.00 |
|
with strips in 1 wdth 900 mm wdth |
m2 |
5.00 |
|
with strips in 1 wdth 1200 mm wdth |
m2 |
4.00 |
™
™