|
Site Prep Q20
remove trees
girth 600 mm |
Nr |
150.00 |
|
girth 1.50 - 3.00 m |
Nr |
260.00 |
|
girth > 3.00 m |
Nr |
375.00 |
|
remove tree stumps girth 600 mm - 1.50 m |
Nr |
45.00 |
|
girth 1.50 - 3.00 m |
Nr |
60.00 |
|
girth > 3.00 m |
Nr |
80.00 |
|
CIearing site vegetation bushes, scrub,
undergrowth, hedges & trees and tree stumps n e 600 mm girth |
m2 |
0.50 |
|
Lifting turf for preservation stacking |
m2 |
3.00 |
|
excav by machine TopsoiI for preservation ave
depth 150 mm |
m2 |
1.00 |
|
E/O each 50 mm variation in ave depth |
m2 |
0.95 |
|
To to reduced IeveIs
max depth n e 0.25 m |
m3 |
2.00 |
|
max depth n e 1.00 m |
m3 |
1.00 |
|
max depth n e 2.00 m |
m3 |
2.00 |
|
max depth n e 4.00 m |
m3 |
2.00 |
|
Basements
commencing IeveI > 0.25 m beIow
ground IeveI
max depth n e 1.00 m |
m3 |
2.00 |
|
max depth n e 2.00 m |
m3 |
1.00 |
|
max depth n e 4.00 m |
m3 |
2.00 |
|
max depth n e 6.00 m |
m3 |
2.00 |
|
max depth n e 8.00 m |
m3 |
3.00 |
|
Pits
max depth n e 0.25 m |
m3 |
7.00 |
|
max depth n e 1.00 m |
m3 |
7.00 |
|
max depth n e 2.00 m |
m3 |
8.00 |
|
max depth n e 4.00 m |
m3 |
9.00 |
|
max depth n e 6.00 m |
m3 |
10.00 |
|
E/0 pit excav for commencing IeveI > 0.25 m
beIow ground IeveI
1.00 m beIow |
m3 |
1.00 |
|
2.00 m beIow |
m3 |
1.00 |
|
3.00 m beIow |
m3 |
2.00 |
|
4.00 m beIow |
m3 |
2.00 |
|
Trench wdth n e 0.30 m
max depth n e 0.25 m |
m3 |
6.00 |
|
max depth n e 1.00 m |
m3 |
6.00 |
|
max depth n e 2.00 m |
m3 |
7.00 |
|
max depth n e 4.00 m |
m3 |
8.00 |
|
max depth n e 6.00 m |
m3 |
10.00 |
|
Trench wdth > 0.30 m
max depth n e 0.25 m |
m3 |
6.00 |
|
max depth n e 1.00 m |
m3 |
5.00 |
|
max depth n e 2.00 m |
m3 |
6.00 |
|
max depth n e 4.00 m |
m3 |
7.00 |
|
max depth n e 6.00 m |
m3 |
9.00 |
|
E/0 trench excav for commencing IeveI > 0.25 m
beIow ground IeveI
1.00 m beIow |
m3 |
1.00 |
|
2.00 m beIow |
m3 |
1.00 |
|
3.00 m beIow |
m3 |
2.00 |
|
4.00 m beIow |
m3 |
2.00 |
|
Excav piIe caps & ground beams between piIes
max
depth n e 0.25 m |
m3 |
10.00 |
|
max depth n e 1.00 m |
m3 |
9.00 |
|
max depth n e 2.00 m |
m3 |
10.00 |
|
Excav bench sIoping ground to receive fiIIing
max
depth n e 0.25 m |
m3 |
2.00 |
|
max depth n e 1.00 m |
m3 |
2.00 |
|
max depth n e 2.00 m |
m3 |
2.00 |
|
E/0 any type of excav irrespective of depth
excav
beIow ground water IeveI |
m3 |
3.00 |
|
next existing services |
m3 |
22.00 |
|
around existing services crossing excav |
m3 |
50.00 |
|
E/0 any type of excav irrespective of depth for
breaking out existing materiaIs
rock |
m3 |
36.00 |
|
conc |
m3 |
30.00 |
|
Reinf conc |
m3 |
43.00 |
|
brkwrk, bIkwrk,stonework |
m3 |
22.00 |
|
E/0 any type of excav irrespective of depth for
breaking out existing pavings, 75 mm thk coated tarmac |
m2 |
2.00 |
|
E/0 any type of excav irrespective of depth for
breaking out existing pavings, 150 mm thk
conc |
m2 |
5.00 |
|
Reinf conc |
m2 |
7.00 |
|
coated tarmac,asphaIt |
m2 |
3.00 |
|
Working space aIIowance to excavations to reduced
IeveIs
basements |
m2 |
2.00 |
|
pits |
m2 |
5.00 |
|
Trench |
m2 |
5.00 |
|
piIe caps & ground beams between piIes |
m2 |
5.00 |
|
E/0 excav for working space for backfiIIing in
with speciaI materiaIs
hardcore & sand 40 mm - 20 mm graveI |
m2 |
19.00 |
|
pIain in situ ready mixed designated conc C7.5 -
40 mm aggregate |
m2 |
48.00 |
|
excav by hand TopsoiI for preservation ave depth
150 mm |
m2 |
2.00 |
|
E/O for each 50 mm variation in ave depth -
0.03m |
m2 |
0.95 |
|
To to reduced IeveIs max depth n e 0.25 m |
m3 |
12.00 |
|
max depth n e 1.00 m |
m3 |
13.00 |
|
max depth n e 2.00 m |
m3 |
15.00 |
|
max depth n e 4.00 m |
m3 |
16.00 |
|
Basements
commencing IeveI > 0.25 m beIow
ground IeveI
max depth n e 1.00 m |
m3 |
15.00 |
|
max depth n e 2.00 m |
m3 |
16.00 |
|
max depth n e 4.00 m |
m3 |
22.00 |
|
max depth n e 6.00 m |
m3 |
27.00 |
|
max depth n e 8.00 m |
m3 |
32.00 |
|
Pits
max depth n e 0.25 m |
m3 |
17.00 |
|
max depth n e 1.00 m |
m3 |
22.00 |
|
max depth n e 2.00 m |
m3 |
26.00 |
|
max depth n e 4.00 m |
m3 |
33.00 |
|
max depth n e 6.00 m |
m3 |
41.00 |
|
E/0 pit excav for commencing IeveI > 0.25 m
beIow ground IeveI
1.00 m beIow |
m3 |
3.00 |
|
2.00 m beIow |
m3 |
7.00 |
|
3.00 m beIow |
m3 |
10.00 |
|
4.00 m beIow |
m3 |
14.00 |
|
Trench wdth n e 0.30 m
max depth n e 0.25 m |
m3 |
15.00 |
|
max depth n e 1.00 m |
m3 |
22.00 |
|
max depth n e 2.00 m |
m3 |
26.00 |
|
max depth n e 4.00 m |
m3 |
32.00 |
|
max depth n e 6.00 m |
m3 |
41.00 |
|
Trench wdth > 0.30 m
max depth n e 0.25 m |
m3 |
14.00 |
|
max depth n e 1.00 m |
m3 |
20.00 |
|
max depth n e 2.00 m |
m3 |
23.00 |
|
max depth n e 4.00 m |
m3 |
29.00 |
|
max depth n e 6.00 m |
m3 |
37.00 |
|
E/0 trench excav for commencing IeveI > 0.25 m
beIow ground IeveI
1.00 m beIow |
m3 |
3.00 |
|
2.00 m beIow |
m3 |
7.00 |
|
3.00 m beIow |
m3 |
10.00 |
|
4.00 m beIow |
m3 |
14.00 |
|
Excav PiIe caps & ground beams between piIes
max
depth n e 0.25 m |
m3 |
22.00 |
|
max depth n e 1.00 m |
m3 |
24.00 |
|
max depth n e 2.00 m |
m3 |
28.00 |
|
Excav bench sIoping ground to receive fiIIing
max
depth n e 0.25 m |
m3 |
10.00 |
|
max depth n e 1.00 m |
m3 |
12.00 |
|
max depth n e 2.00 m |
m3 |
13.00 |
|
E/0 any type of excav irrespective of depth excav
beIow ground water IeveI |
m3 |
3.00 |
|
next existing services |
m3 |
7.00 |
|
around existing services crossing excav |
m3 |
15.00 |
|
any type of excav irrespective of depth for
breaking out existing materiaIs
rock |
m3 |
43.00 |
|
conc |
m3 |
38.00 |
|
Reinf conc |
m3 |
51.00 |
|
brkwrk, bIkwrk,stonework |
m3 |
25.00 |
|
E/0 any type of excav irrespective of depth for
breaking out existing pavings, 60 mm thk precast conc paving sIabs
or the like |
m2 |
2.00 |
|
E/0 any type of excav irrespective of depth for
breaking out existing pavings, 75 mm thk coated tarmac |
m2 |
3.00 |
|
E/0 any type of excav irrespective of depth for
breaking out existing pavings, 150 mm thk
conc |
m2 |
6.00 |
|
Reinf conc |
m2 |
8.00 |
|
coated tarmac,asphaIt & core |
m2 |
4.00 |
|
Working space aIIowance to excavations to reduced
IeveIs,
basements |
m2 |
17.00 |
|
pits |
m2 |
18.00 |
|
Trench |
m2 |
16.00 |
|
piIe caps & ground beams between piIes |
m2 |
19.00 |
|
E/0 excav for working space for backfiIIing with
speciaI materiaIs
hardcore |
m2 |
16.00 |
|
sand |
m2 |
21.00 |
|
40 mm - 20 mm graveI |
m2 |
22.00 |
|
pIain in situ conc ready mixed designated conc
C7.5 - 40 mm aggregate |
m2 |
47.00 |
|
Earthwork support
max depth n e 1.00 m
distance between opposite sides not >
2.00 m |
m2 |
1.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
1.00 |
|
distance between opposite sides > 4.00 m |
m2 |
1.00 |
|
max depth n e 2.00 m
distance between opposite sides not >
2.00 m |
m2 |
1.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
2.00 |
|
distance between opposite sides > 4.00 m |
m2 |
2.00 |
|
max depth n e 4.00 m
distance between opposite sides not >
2.00 m |
m2 |
2.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
2.00 |
|
distance between opposite sides > 4.00 m |
m2 |
2.00 |
|
max depth n e 6.00 m
distance between opposite sides not >
2.00 m |
m2 |
2.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
2.00 |
|
distance between opposite sides > 4.00 m |
m2 |
3.00 |
|
max depth n e 8.00 m
distance between opposite sides not >
2.00 m |
m2 |
3.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
3.00 |
|
distance between opposite sides > 4.00 m |
m2 |
4.00 |
|
open boarded
max depth n e 1.00 m
distance between opposite sides not >
2.00 m |
m2 |
3.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
3.00 |
|
distance between opposite sides > 4.00 m |
m2 |
4.00 |
|
max depth n e 2.00 m
distance between opposite sides not >
2.00 m |
m2 |
4.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
4.00 |
|
distance between opposite sides > 4.00 m |
m2 |
5.00 |
|
max depth n e 4.00 m
distance between opposite sides not >
2.00 m |
m2 |
4.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
5.00 |
|
distance between opposite sides > 4.00 m |
m2 |
6.00 |
|
max depth n e 6.00 m
distance between opposite sides not >
2.00 m |
m2 |
5.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
6.00 |
|
distance between opposite sides > 4.00 m |
m2 |
7.00 |
|
max depth n e 8.00 m
distance between opposite sides not >
2.00 m |
m2 |
7.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
8.00 |
|
distance between opposite sides > 4.00 m |
m2 |
10.00 |
|
cIose boarded
max depth n e 1.00 m
distance between opposite sides not >
2.00 m |
m2 |
7.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
8.00 |
|
distance between opposite sides > 4.00 m |
m2 |
9.00 |
|
max depth n e 2.00 m
distance between opposite sides not >
2.00 m |
m2 |
9.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
10.00 |
|
distance between opposite sides > 4.00 m |
m2 |
11.00 |
|
max depth n e 4.00 m
distance between opposite sides not >
2.00 m |
m2 |
11.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
13.00 |
|
distance between opposite sides > 4.00 m |
m2 |
14.00 |
|
max depth n e 6.00 m
distance between opposite sides not >
2.00 m |
m2 |
14.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
15.00 |
|
distance between opposite sides > 4.00 m |
m2 |
17.00 |
|
max depth n e 8.00 m
distance between opposite sides not >
2.00 m |
m2 |
17.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
19.00 |
|
distance between opposite sides > 4.00 m |
m2 |
21.00 |
|
E/0 earthwork support for
Curved |
m2 |
1.00 |
|
BeIow ground water IeveI |
m2 |
3.00 |
|
UnstabIe ground |
m2 |
4.00 |
|
Next to roadways |
m2 |
4.00 |
|
Left in |
m2 |
19.00 |
|
Earthwork support inside existing buiIdings
max depth n e 1.00 m
distance between opposite sides not >
2.00 m |
m2 |
2.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
2.00 |
|
distance between opposite sides > 4.00 m |
m2 |
2.00 |
|
max depth n e 2.00 m
distance between opposite sides not >
2.00 m - |
m2 |
2.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
3.00 |
|
distance between opposite sides > 4.00 m - |
m2 |
3.00 |
|
max depth n e 4.00 m
distance between opposite sides not >
2.00 m - |
m2 |
3.00 |
|
distance between opposite sides 2.00 - 4.00 m |
m2 |
4.00 |
|
distance between opposite sides > 4.00 m |
m2 |
4.00 |
|
max depth n e 6.00 m
distance between opposite sides not >
2.00 m |
m2 |
4.00 |
|
distance between opposite sides |
m2 |
4.00 |
|
distance between opposite sides > 4.00 m |
m2 |
5.00 |
|
DisposaI by machine Excavated materiaI
off site to
tip n e 13 km using Iorries incIuding LandfiII Tax based on inactive
waste |
m3 |
15.00 |
|
on site disposing in spoiI heaps ave 25 m
distance |
m3 |
1.00 |
|
on site spreading ave 25 m distance |
m3 |
2.00 |
|
on site disposing in spoiI heaps ave 50 m
distance |
m3 |
1.00 |
|
on site spreading ave 50 m distance |
m3 |
3.00 |
|
on site disposing in spoiI heaps ave 100 m
distance |
m3 |
3.00 |
|
on site spreading ave 100 m distance |
m3 |
3.00 |
|
on site disposing in spoiI heaps ave 200 m
distance |
m3 |
3.00 |
|
on site spreading ave 200 m distance |
m3 |
4.00 |
|
off site to tip n e 13 km using Iorries incIuding
LandfiII Tax based on inactive waste |
m3 |
30.00 |
|
on site disposing in spoiI heaps ave 25 m
distance |
m3 |
9.00 |
|
on site spreading ave 25 m distance |
m3 |
11.00 |
|
on site disposing in spoiI heaps ave 50 m
distance |
m3 |
12.00 |
|
on site spreading ave 50 m distance |
m3 |
13.00 |
|
on site disposing in spoiI heaps ave 100 m
distance |
m3 |
16.00 |
|
on site spreading ave 100 m distance |
m3 |
18.00 |
|
on site disposing in spoiI heaps ave 200 m
distance |
m3 |
24.00 |
|
on site spreading ave 200 m distance |
m3 |
22.00 |
|
FiIIing to excavations by machine
ave thknss n e 0.25 m
arising from the excavations |
m3 |
4.00 |
|
imported |
m3 |
23.00 |
|
imported granuIar fiII type 1 |
m3 |
33.00 |
|
imported granuIar fiII type 2 |
m3 |
29.00 |
|
ave thknss > 0.25 m
arising from the excavations |
m3 |
3.00 |
|
imported |
m3 |
20.00 |
|
imported granuIar fiII type 1 |
m3 |
31.00 |
|
imported granuIar fiII type 2 |
m3 |
30.00 |
|
FiIIing to make up IeveIs by machine a
ve thknss n e 0.25 m
arising from the excavations |
m3 |
4.00 |
|
imported brought in off site topsoiI |
m3 |
15.00 |
|
imported |
m3 |
20.00 |
|
imported granuIar fiII type 1 |
m3 |
35.00 |
|
imported granuIar fiII type 2 |
m3 |
34.00 |
|
imported sand |
m3 |
33.00 |
|
ave thknss > 0.25 m
arising from the excavations |
m3 |
3.00 |
|
imported brought in off site topsoiI |
m3 |
13.00 |
|
imported |
m3 |
21.00 |
|
imported granular fiII type 1 |
m3 |
31.00 |
|
imported granular fiII type 2 |
m3 |
30.00 |
|
imported sand |
m3 |
32.00 |
|
FiIIing to excavations by hand a
ve thknss n e 0.25 m
arising from the excavations |
m3 |
10.00 |
|
imported |
m3 |
30.00 |
|
imported granuIar fiII type 1 |
m3 |
39.00 |
|
imported granuIar fiII type 2 |
m3 |
36.00 |
|
imported sand |
m3 |
39.00 |
|
ave thknss > 0.25 m
arising from the excavations |
m3 |
8.00 |
|
imported |
m3 |
25.00 |
|
imported granuIar fiII type 1 |
m3 |
33.00 |
|
imported granuIar fiII type 2 |
m3 |
36.00 |
|
imported sand |
m3 |
35.00 |
|
FiIIing to make up IeveIs by hand
ave thknss n e 0.25 m
arising from the excavations |
m3 |
14.00 |
|
imported brought in off site soiI |
m3 |
24.00 |
|
imported |
m3 |
35.00 |
|
imported granuIar fiII type 1 |
m3 |
44.00 |
|
imported granuIar fiII type 2 |
m3 |
42.00 |
|
imported sand |
m3 |
45.00 |
|
ave thknss > 0.25 m
arising from the excavations |
m3 |
12.00 |
|
arising from on site spoiI heaps ave 25 m distance
muItipIe handIing |
m3 |
23.00 |
|
imported brought in off site soiI |
m3 |
20.00 |
|
imported |
m3 |
32.00 |
|
imported granuIar fiII type 1 |
m3 |
44.00 |
|
imported granuIar fiII type 2 |
m3 |
41.00 |
|
imported sand |
m3 |
42.00 |
|
Surface packing to fiIIing
To Vert, battered sides |
m2 |
2.00 |
|
Surface treatments
Compacting fiIIing bIinding
with sand |
m2 |
2.00 |
|
bottoms of excavations |
m2 |
1.00 |
|
Trimming sIoping surfaces |
m2 |
2.00 |
|
sIoping surfaces in rock |
m2 |
9.00 |
|
P20
ENGINEERING SERVICES Excavating Trench by machine
grading bottoms earthwork support fiIIing with excavated materiaI &
compacting disposaI of surpIus soiI on site spreading on site ave 50 m
Services n e 200 mm nom size
ave depth n e 0.50 m |
m |
4.00 |
|
ave depth n e 0.75 m |
m |
5.00 |
|
ave depth n e 1.00 m |
m |
11.00 |
|
ave depth n e 1.25 m |
m |
15.00 |
|
ave depth n e 1.50 m |
m |
19.00 |
|
ave depth n e 1.75 m |
m |
25.00 |
|
ave depth n e 2.00 m |
m |
28.00 |
|
Excav trench by hand grading bottoms, ews, filling
with excav material & compacting disposal of surplus soil on site
spreading on site ave 50 m Services n e 200 mm nom size
ave depth n e
0.50 m |
m |
8.00 |
|
ave depth n e 0.75 m |
m |
13.00 |
|
ave depth n e 1.00 m |
m |
18.00 |
|
ave depth n e 1.25 m |
m |
26.00 |
|
ave depth n e 1.50 m |
m |
34.00 |
|
ave depth n e 1.75 m |
m |
45.00 |
|
ave depth n e 2.00 m |
m |
52.00 |
|
FiIter membrane
1 Iayer Iaid on earth to receive
granuIar materiaI
fiIter membrane, or the Iike and 1 Iayer Iaid on
earth |
m2 |
1.00
|
™
™