Clearing site vegetation; filling voids left by removal of roots
using selected material arising from Excav. bushes, scrub,
undergrowth, hedges and trees
stumps n.e. 0.6m g
m2
1.00
Lifting turf for preservation stacking on site average 100 m
distance
for future use
m2
6.00
Excav. - using a machine Top soil for preservation
average 150 mm deep.
m2
1.00
Excav. to reduce levels depth max. of n.e.
0.25m
m3
3.00
1.00m
m3
1.00
2.00m
m3
2.00
4.00m.
m3
2.00
6.00m.
m3
2.00
Basements commencing IeveI > 0.25 m deep ground IeveI max depth n
e 1.00 m
m3
3.00
max depth n e 2.00 m
m3
2.00
max depth n e 4.00 m
m3
3.00
max depth n e 6.00 m
m3
3.00
max depth n e 8.00 m
m3
5.00
Trenches width n.e. 0.30 m depth max. of n.e.
0.25 m
m3
24.00
1.00 m
m3
25.00
Trenches width > 0.30 m depth max. of n.e.
0.25 m
m3
12.00
1.00 m
m3
12.00
2.00 m
m3
13.00
4.00m.
m3
16.00
6.00m.
m3
17.00
E/0 pit excav for commencing IeveI > 0.25 m deep ground IeveI 1.00
m deep
m3
2.00
2.00 m deep
m3
2.00
3.00 m deep
m3
3.00
4.00 m deep
m3
3.00
Trench wdth n e 0.30 m max depth n e 0.25 m
m3
10.00
max depth n e 1.00 m
m3
10.00
max depth n e 2.00 m
m3
12.00
max depth n e 4.00 m
m3
14.00
max depth n e 6.00 m
m3
17.00
E/0 trench excav for commencing IeveI > 0.25 m deep ground IeveI
1.00 m deep
m3
2.00
2.00 m deep
m3
2.00
3.00 m deep
m3
3.00
4.00 m deep
m3
3.00
For pile caps and having ground beams in between piles depth max. of
n.e.
0.25 m
m3
17.00
1.00 m
m3
17.00
2.00 m
m3
18.00
For pits depth max. of n.e.
0.25 m
m3
15.00
1.00 m
m3
17.00
2.00 m
m3
19.00
4.00 m;
m3
22.00
Excav. below ground water level for any depth
m3
6.00
Excav. in running silt, sand or liquid mud for any depth
m3
11.00
Excav. below ground water level in running
silt, sand or liquid mud;
m3
15.00
Excav. in heavy soil or clay;
m3
1.00
Excav. in gravel;
m3
2.00
Excav. in loose rock or chalk;
m3
3.00
Excav. to bench sIoping ground to receive a fiIIing max depth n e
0.25 m
m3
3.00
max depth n e 1.00 m
m3
3.00
max depth n e 2.00 m
m3
3.00
Breaking out existing materials; extra over any of Excav. for any
depth
sandstone
m3
20.00
hard rock
m3
31.00
concrete;
m3
25.00
concrete reinforced (steel or the like)
m3
38.00
brickwork, blockwork or stonework
m3
17.00
E/0 any type of excav for any depth for breaking out existing pavings,
75 mm thk coated tarmac,asphalt
m2
3.00
E/0 any type of excav for any depth for breaking out existing pavings,
150 mm thk conc
m2
9.00
E/O for Reinf conc
m2
12.00
E/O for coated tarmac,asphalt
m2
5.00
Working space allowance to excavations to reduced levels in
basements or the like
m2
3.00
in pits
m2
9.00
in a trench
m2
9.00
for piIe caps & ground beams in between piIes
m2
9.00
Excav. Basements commencing IeveI > 0.25 m below ground level max
depth n e 1.00 m
m3
26.00
max depth n e 2.00 m
m3
27.00
max depth n e 4.00 m
m3
37.00
max depth n e 6.00 m
m3
46.00
max depth n e 8.00 m
m3
54.00
Excav Pits max depth n e 0.25 m
m3
29.00
max depth n e 1.00 m
m3
37.00
max depth n e 2.00 m
m3
44.00
max depth n e 4.00 m
m3
56.00
max depth n e 6.00 m
m3
70.00
E/O any type of excav for any depth for breaking out existing
pavings, 60 mm thk precast conc paving sIabs
m2
3.00
E/O any type of excav for any depth for breaking out existing
pavings, 75 mm thk coated tarmac & asphaIt
m2
5.00
E/O any type of excav for any depth for breaking out existing
pavings, 150 mm thk conc
m2
10.00
E/O Reinf conc
m2
14.00
E/O coated tarmac, asphalt & stone
m2
7.00
E/O solid rock
m2
25.00
Working space allowance to excavations to reduced levels,
basements
m2
29.00
pits
m2
31.00
Trench
m2
27.00
piIe caps & ground beams between piles
m2
32.00
E/O excav for working space for backfilling with chosen materials
m2
27.00
with upto 0.4m of sand
m2
36.00
with upto 0.4m of graveI
m2
37.00
pIain in situ conc ready mixed conc & aggregate
m2
80.00
Earthwork support with the measurement of space from the opposing
faces of n.e. 1.00m; depth max. n.e.
1.00 m
m2
3.00
2.00 m
m2
4.00
4.00 m;
m2
5.00
6.00 m;
m2
5.00
with the measurement of space from the opposing faces of 1.00 to
2.00m; depth max. of n.e.
1.00 m
m2
3.00
2.00 m
m2
4.00
4.00 m;
m2
5.00
6.00 m;
m2
6.00
with the measurement of space from the opposing faces of 2 .00m to
4.00m; depth max. of n.e.
1.00 m
m2
4.00
2.00 m
m2
4.00
4.00 m;
m2
5.00
6.00 m;
m2
6.00
Earthwork support; unstable ground with the measurement of space
from the opposing faces of n.e. 1.00m; depth max. n.e.
1.00 m
m2
5.00
2.00 m
m2
7.00
4.00 m;
m2
8.00
6.00 m;
m2
9.00
with the measurement of space from the opposing faces of 1.00 to
2.00m; depth max. of n.e.
1.00 m
m2
6.00
2.00 m
m2
7.00
4.00 m;
m2
8.00
6.00 m;
m2
10.00
with the measurement of space from the opposing faces of 2.00m to
4.00m; depth max. of n.e.
1.00 m
m2
6.00
2.00 m
m2
7.00
4.00 m;
m2
9.00
6.00 m;
m2
10.00
Earthwork support; next to roadways; left in with the measurement of
space from the opposing faces of 1.00m to 2.00m; depth max. of
n.e.
6.00 m;
m2
25.00
with the measurement of space from the opposing faces of
2.00m to 4.00m; depth max. of n.e.
1.00 m
m2
27.00
2.00 m
m2
28.00
4.00 m;
m2
29.00
6.00 m;
m2
30.00
Compacting with
with small vibratory roller
m2
2.00
with large wheeled roller
m2
2.00
Backfilling / Making up
Backfilling excavated material arising from excavation
m3
26.00
Placing hardcore or M.O.T.
n.e. 250mm thick
m2
27.00
exceeding 250mm thick
m2
21.00
Blinding with sand or ashes
n.e. 250mm thick
m3
82.00
exceeding 250mm thick
m3
77.00
Earthwork support; unstable ground; left in with the measurement
from opposite sides of n.e. 1.00m; depth max. n.e.
1.00 m
m2
13.00
2.00 m
m2
14.00
4.00 m;
m2
15.00
6.00 m;
m2
16.00
with the measurement from opposite sides 1.00m - 2.00 m
m2
5.00
with the measurement from opposite sides 2.00m to 4.00 m
m2
7.00
max depth n e 2.00 m with the measurement from opposite sides not
> 2.00 m
m2
7.00
with the measurement from opposite sides 1.00m - 2.00 m
m2
7.00
with the measurement from opposite sides 2.00m to 4.00 m
m2
9.00
max depth n e 4.00 m with the measurement from opposite sides not
> 1.00 m
m2
7.00
with the measurement from opposite sides 1.00m - 2.00 m
m2
9.00
with the measurement from opposite sides 2.00m to 4.00 m
m2
10.00
max depth n e 6.00 m with the measurement from opposite sides not
> 1.00 m
m2
9.00
max depth n e 8.00 m with the measurement from opposite sides not
> 1.00 m
m2
12.00
with the measurement from opposite sides 1.00m - 2.00 m
m2
14.00
with the measurement from opposite sides 2.00m to 4.00 m
m2
17.00
Disposing of excavated material depositing on site in temp. spoil
heaps where directed
with a measurement of 25m to 50m trips;
m3
19.00
Removal off site - Inert
m3
45.00
Removal off site - Active
m3
66.00
Removal off site - Contaminated
m3
108.00
FiIIing to excavations by machine ave thknss n e 0.25 m arising from
the excavations
m3
7.00
imported
m3
39.00
imported MOT type 1 sub base filling
m3
56.00
imported MOT type 2 sub base filling
m3
49.00
FiIIing to make up IeveIs by hand ave thknss n e 0.25 m arising from
the excavations
m3
24.00
imported brought in off site soiI
m3
41.00
imported
m3
60.00
imported MOT type 1 sub base filling
m3
75.00
imported MOT type 2 sub base filling
m3
71.00
arising from on site spoiI heaps ave 25-50m away with muItipIe
handIing
m3
39.00
imported brought in off site soiI
m3
34.00
imported
m3
54.00
imported MOT type 1 sub base filling
m3
75.00
imported MOT type 2 sub base filling
m3
70.00
Surface packing to fiIIing To Vert,battered sides
m2
3.00
Surface treatments Compacting fiIIing bIinding with sand
m2
3.00
bottoms of excavations
m2
2.00
Trimming sIoping areas soft
m2
3.00
sIoping areas hard
m2
15.00
Install membrane in 1 Iayer Iaid on earth to receive
sand/pebbles/stone (acting as a fiIter membrane or the Iike) Iaid on
a soft excavated base
m2
2.00
Method of compacting using small vibratory roller
compacting a previously placed filling
m2
1.00
Method of compacting using large wheeled roller
compacting a previously placed filling
m2
1.00
Trimming
sides of cuttings; vertical or battered
m2
1.00
sides of embankments; vertical or battered;
m2
1.00
Preserved topsoil obtained from on site spoil heaps not > 100m away
using a machine for making up levels by filling
average thickness n.e. 0.25m
m3
8.00
Imported topsoil; n.e. 50 m
Imported topsoil; n.e. 50 m using a machine for Making up levels by
filling
average thickness n.e. 0.25m
m3
24.00
Do you want
moreinsight
on rates more control
more relevance
more productivity
then have a look
at at what the
Dynamic
Nationwide
Schedule of Rates for Measurement (NSRM)
offers you
™
™