ABSTRACT
RESOURCESLABOUR
Scraper gang 1 plant operator (skill rate 2)
13.81
Total Gang Rate/Hour
£ 13.81
Scraper and ripper bulldozer gang (hard material)
2 plant operator (skill rate 2)
27.62
Total Gang Rate/Hour
£ 27.62
General excavation gang
1 plant operator (skill rate 3)
12.38
25% of time
1 banksman (skill rate 4)
10.16
Toatl Gang Rate/Hour
£ 25.64
Shore defences (armour stones) gang
1 plant operator (skill rate 2)
13.81
1 banksman (skill rate 4)
10.16
Total Gang Rate/Hour
£ 23.97
Filling gang 1 plant operator (skill rate 4)
11.08
2 unskilled operatives (general)
19.04
Total Gang Rate/Hour
£ 30.12
Treatment of filled surfaces gang
1 plant operator (skill rate 2)
13.81
Total Gang Rate/Hour
£ 13.81
Geotextiles (light sheets) gang
1 ganger/chargehand (skill rate 4)— 50% of time
5.33
2 unskilled operatives (general)
19.04
Total Gang Rate/Hour
£ 24.37
Geotextiles (medium sheets) gang
1 ganger/chargehand (skill rate 4)— 20% of time
2.13
(general)
Total Gang Rate/Hour
£ 30.69
Geotextiles (heavy sheets) gang
1 ganger/chargehand (skill rate 4)— 50% of time
5.33
2 unskilled operatives (general)
19.04
1 plant operator (skill rate 4)
11.08
Total Gang Rate/Hour
£ 35.45
Horticultural works gang
1 skilled operative (skill rate 4)
10.16
1 unskilled operative (general)
9.52
Total Gang Rate/Hour
£ 19.68
RESOURCESPLANT
Scraper excavation
motor scraper, 16.80 m3, elevating
67.72
Total Gang Rate/Hour
£ 67.72
Scraper and ripper bulldozer excavation
motor scraper, 16.80 m3, elevating
67.72
D8 tractor dozer 75.24 dozer attachment: triple shank ripper
5.62
Total Gang Rate/Hour
£ 148.57
General excavation
hydraulic crawler backacter, 0.40 m3
15.20
backacter attachments: percussion breaker-25% of time
1.13
tractor loader, 1.50 m3 (25% of time)
6.53
loader attachments: ripper-25% of time
1.41
Total Gang Rate/Hour
£ 24.27
Shore defences (armour stones)
hydraulic crawler backacter, 1.20 m3
35.69
backacter attachments: rock bucket
2.48
backacter attachments: clamshell grab
3.33
Total Gang Rate/Hour
£ 41.50
Geotextiles (heavy sheets)
tractor loader, 1.5 m3
26.14
Total Gang Rate/Hour
£ 26.14
Filling tractor loader, 1.5 m3
26.14
Total Gang £ 26.14
filled surfaces
tractor loader, 1.50 m3
26.14
3 wheel deadweight roller, 10 tonne
11.47
Total Gang Rate/Hour
£ 37.61
EXCAVATION Typical motorway cutting generally using motorised scrapers and/or dozers on an average haul of 2000 m (one way)
Excavation of acceptable material Class 5A
0.01 0.11 0.54 – m30.65
Excavation of acceptable material excluding Class 5A in cutting and other excavation
0.05 0.69 3.39 – m34.08
General excavation using backacters
Excavation of acceptable material excluding Class 5A in new watercourses
0.12 3.08 3.03 – m36.11
Excavation of unacceptable material Class U1/ U2 in new watercourses
0.13 3.33 3.28 – m36.61
General excavation using
unacceptable material Class U1/U2 in clearing abandoned watercourses
General excavation using backacters and tractor loaders
Excavation of acceptable material Class 5A
0.04 1.03 1.02 – m32.05
Excavation of acceptable material excluding Class 5A in structural foundations
ne 3.0 m deep 0.15 3.85 3.78 – m37.62 ne 6.0 m deep 0.30 7.69 7.59 – m315.28 Excavation of acceptable material excluding Class 5A in foundations for corrugated steel buried strcutures and the like
ne 3.0 m deep 0.15 3.85 3.78 – m37.62 ne 6.0 m deep 0.30 7.69 7.59 – m315.28
Excavation of unacceptable material Class U1/ U2 in structural foundations
ne 3.0 m deep 0.09 2.18 2.26 – m34.44 ne 6.0 m deep 0.21 5.38 5.45 – m310.84
material Class U1/ U2 in foundations for corrugated steel buried structures and the like
ne 3.0 m deep 0.09 2.18 2.26 – m34.44 ne 6.0 m deep 0.21 5.38 5.45 – m310.84 General excavation using backacters and tractor loader with ripper
Excavation of acceptable material Class 5A
0.03 0.77 0.76 – m31.53
Excavation of acceptable material excluding Class 5A in cutting and other excavation
0.04 1.03 1.02 – m32.05
Excavate unacceptable material Class U1/U2 in cutting and other excavation
0.04 1.03 1.02 – m32.05
EXCAVATION IN HARD MATERIAL
Typical motorway cutting generally using motorised scrapers and/or dozers on an average haul of 2000 m (one way)
Excavate in hard material; using scraper and ripper bulldozer
hard rock
reinforced concrete/hard rock
0.15 4.14 22.29 – m326.43
tarmacadam 0.16 4.42 2.38 – m36.80 General excavation using backacters
Extra over excavation in new watercourses for excavation in hard material
rock 0.74 18.97 18.68 – m337.65 pavements, brickwork, concrete and masonry
0.69 17.69 17.40 – m335.09
reinforced concrete
1.12 28.72 28.22 – m356.94
General excavation using backacters and tractor loaders
Extra over excavation in structural foundations for excavation in hard material
rock 0.74 18.97 18.68 – m337.65 pavements, brickwork, concrete and masonry
0.69 17.69 17.40 – m335.09
reinforced concrete
1.12 28.72 28.22 – m356.94
Extra over excavation for excavation in foundations for corrugated steel buried structures and the like for excavation in
pavements, brickwork, concrete and masonry
0.69 17.69 17.40 – m335.09
reinforced concrete
1.12 28.72 28.22 – m356.94
General excavation using backacters and tractor loader with ripper
Extra over excavation for excavation in cutting and other excavation for excavation in hard material
rock 0.71 18.20 17.89 – m336.10 pavements, brickwork, concrete and masonry
0.66 16.92 16.64 – m333.56
reinforced concrete
1.04 26.67 26.22 – m352.88
DEPOSITION OF FILL Deposition of acceptable material DTp 1C/6B in in
embankments and other areas of fill
0.01 0.33 0.29 – m30.62
strengthened embankments
0.01 0.33 0.29 – m30.62
reinforced earth structures
0.01 0.33 0.29 – m30.62
anchored earth structures
0.01 0.33 0.29 – m30.62
environmental bunds
0.01 0.33 0.29 – m30.62
fill to structures 0.01 0.33 0.29 – m30.62 fill above structural concrete foundations
0.01 0.33 0.29 – m30.62
DISPOSAL OF MATERIAL
Disposal of acceptable material excluding Class 5A
using 10 tonnes capacity tipping lorry for on-site or off-site use; haul distance to tip not exceeding 1 Km
0.06 0.74 1.03 – m31.77
ADD per further Km haul
0.03 0.37 0.52 – m30.89
using 10-15 tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
0.05 0.62 0.86 – m31.48
ADD per further Km haul
0.03 0.31 0.43 – m30.74
using 15-25 tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
0.05 0.62 0.77 – m31.39
ADD per further Km haul
0.02 0.30 0.38 – m30.68
Disposal of acceptable material Class 5A (excluding
using 10 tonnes capacity tipping lorry for on-site or off-site use; haul distance to tip not exceeding 1 Km
0.06 0.74 1.03 – m31.77
ADD per further Km haul
0.03 0.37 0.52 – m30.89
using 10-15 tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
0.05 0.62 0.86 – m31.48
ADD per further Km haul
0.03 0.31 0.43 – m30.74
using 15-25 tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
0.05 0.62 0.77 – m31.39
ADD per further Km haul
0.02 0.30 0.38 – m30.68
Disposal of unacceptable material Class U1
using 10 tonnes capacity tipping lorry for on-site or off-site use; haul distance to tip not exceeding 1 Km
0.06 0.74 1.03 – m31.77
ADD per 0.03 0.37 0.52 – m30.89
tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
ADD per further Km haul
0.03 0.31 0.43 – m30.74
using 15-25 tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
0.05 0.62 0.77 – m31.39
ADD per further Km haul
0.02 0.30 0.38 – m30.68
Disposal of unacceptable material Class U2
using 10 tonnes capacity tipping lorry for on-site or off-site use; haul distance to tip not exceeding 1 Km
0.06 0.74 1.03 – m31.77
ADD per further Km haul
0.03 0.37 0.52 – m30.89
using 10-15 tonnes capacity tipping lorry for on-site or offsite use; haul distance to tip not exceeding 1 Km
0.05 0.62 0.86 – m31.48
ADD per further Km haul
0.03 0.31 0.43 – m30.74
using 15-25 tonnes capacity tipping lorry for on-site or offsite use; haul
0.05 0.62 0.77 – m31.39
Km ADD per further Km haul
0.02 0.30 0.38 – m30.68
Add to the above rates where tipping charges apply:
non-hazardous waste
– – – – m314.25
hazardous waste
– – – – m328.50
special waste – – – – m334.20 contaminated liquid
– – – – m341.80
contaminated sludge
– – – – m376.00
Add to the above rates where Landfill Tax applies:
exempted material
– – – – m3-
inactice or inert material
– – – – m34.00
other material – – – – m320.00 IMPORTED FILL
Imported graded granular fill, natural gravels DTp 1A/B/C 1.9 t/m3; PC £8.00/t; using tractor loader Imported acceptable material in
embankments and other areas of fill
0.02 0.54 0.47 15.58 m316.59
extra for Aggregate Tax
– – – 3.04 m33.04
Imported graded granular fill, crushed
1.9 t/m3; PC £9.00/t; using tractor loader Imported acceptable material in embankments and other areas of fill
0.02 0.54 0.47 17.53 m318.54
extra for Aggregate Tax
– – – 3.04 m33.04
Cohesive material DTp 2A/B/C/D 1.8 t/m3; PC £8.00/t; using tractor loader Imported acceptable material in
embankments and other areas of fill
0.02 0.54 0.47 14.76 m315.77
landscaped areas
0.02 0.54 0.47 14.76 m315.77
environmental bunds
0.02 0.63 0.55 14.76 m315.94
fill to structures 0.02 0.72 0.63 14.76 m316.11 fill above structural concrete foundations
0.02 0.57 0.50 14.76 m315.83
Reclaimed blast furnace slag DTp 2E (2.8 t/m3); PC £5.00/t; using tractor loader
Imported acceptable material in
embankments 0.02 0.54 0.47 14.00 m315.01
Reclaimed quarry waste DTp 2E (1.8 t/m3); PC £5.00/tonne; using tractor loader
Imported acceptable material in
embankments and other areas of fill
0.02 0.54 0.47 9.00 m310.01
extra for Aggregate Tax (fill other than from acceptable process)
– – – 2.88 m32.88
Imported topsoil DTp 5B (1.44 t/m3); PC £9.00/t; using tractor loader
Imported topsoil Class 5B
0.02 0.54 0.47 12.96 m313.97
Imported selected well graded granular fill DTp 6A (1.90 t/m3); PC £10.00/t; using tractor loader
Imported acceptable material
embankments and other areas of fill
– – 0.55 19.48 m320.02
landscape areas 0.02 0.63 0.55 19.48 m320.66 environmental bunds
0.02 0.54 0.47 19.48 m320.49
fill to structures 0.02 0.72 0.63 19.48 m320.83 fill above structural concrete foundations
0.02 0.57 0.50 19.48 m320.54
Imported selected granular fill, DTp 6F (1.9 t/m3); PC £8.00/t; using tractor loader
Imported acceptable material in
embankments and other areas of fill
0.10 2.86 2.48 15.20 m320.54
extra for Aggregate Tax
– – – 3.04 m33.04
Imported selected graded fill DTp 61 (1.90 t/m3); PC £/8.00/t; using tractor loader
Imported acceptable material
reinforced earth structures
0.02 0.66 0.58 15.58 m316.82
extra for Aggregate Tax
– – – 3.04 m33.04
Imported rock fill PC £7.60/t (1.90 t/m3); using tractor loader
Imported acceptable material
in embankments and other areas of fill
0.02 0.60 0.52 21.42 m322.55
extra for Aggregate Tax
– – – 3.04 m33.04
Imported well graded granular material PC 10.00/t (1.90 t/m3); (bedding/free draining materials under shore protection) using tractor loader
Imported acceptable material
in embankments and other areas of fill
0.02 0.60 0.52 19.48 m320.60
Imported rock fill (as a core embankment) PC £7.60/t (1.90 t/m3); using tractor loader Imported acceptable material
in embankments and other areas of fill
0.03 0.99 0.86 21.42 m323.28
extra for Aggregate Tax
– – – 3.04 m33.04
Imported Armour Stones PC £16.20/t (1.90 t/m3) (shore protection of individual rocks up to 0.5 t each); using backacter
Imported acceptable material
of fill
extra for Aggregate Tax
– – – 3.04 m33.04
Imported Armour Stones PC £26.40/t (1.90 t/m3) (shore protection of individual rocks up to 1.0 t each); using backacter
Imported acceptable material
in embankments and other areas of fill
0.03 0.77 1.33 56.48 m358.57
extra for Aggregate Tax
– – – 3.04 m33.04
Imported Armour Stones PC £33.20/t (1.90 t/m3) (shore protection of individual rocks up to 3.0 t each); using backacter
Imported acceptable material
in embankments and other areas of fill
0.03 0.62 1.09 50.63 m352.35
extra for Aggregate Tax
– – – 3.04 m33.04
COMPACTION OF FILL Compaction of granular fill material
in embankments and other areas of fill
0.01 0.07 0.19 – m30.26
adjacent to 0.01 0.11 0.30 – m30.41
concrete foundations
Compaction of fill material
in sub-base or capping layers under verges, central reserves or side slopes
0.02 0.28 0.75 – m31.03
adjacent to structures
0.04 0.48 1.32 – m31.80
above structural concrete foundations
0.04 0.55 1.50 – m32.06
Compaction of graded fill material
in embankments and other areas of fill
0.01 0.08 0.23 – m30.31
adjacent to structures
0.01 0.14 0.38 – m30.51
above structural concrete foundations
0.02 0.21 0.56 – m30.77
Compaction of rock fill materials
in embankments and other areas of fill
0.01 0.12 0.34 – m30.46
adjacent to structures
0.01 0.19 0.53 – m30.72
above structural concrete foundations
0.02 0.23 0.64 – m30.87
Compaction of clay fill material
in embankments 0.03 0.41 1.13 – m31.54
adjacent to structures
0.05 0.66 1.81 – m32.47
above structural concrete foundations
0.05 0.66 1.81 – m32.47
GEOTEXTILES Notes The geotextile products mentioned below are not specifically confined to the individual uses stated but are examples of one of many scenarios to which they may be applied. Conversely, the scenarios are not limited to the geotextile used as an example.
