ABSTRACT

D41 CRIB WALLS/GABIONS/REINFORCED

EARTH

CRIB WALLS

Crib walls; Phi Group

Permacrib (timber) or Andacrib (concrete) crib

walling system; machine filled infill with

crushed rock; inclusive of concrete footing and

rear wall drain; excluding excavation and

backfill material

retaining walls up to 2.0m – – – – – m2 160.00 retaining walls up to 4.0m – – – – – m2 180.00 retaining walls up to 6.0m – – – – – m2 200.00

GABIONS

Retaining walls; Maccaferri Ltd

Wire mesh gabions; galvanized mesh

80 ×100mm; filling with broken stones

125-200mm size; wire down securely to manufacturer’s instructions; filling front face by hand

2× 1 × 0.50m 18.14 0.67 39.00 4.35 68.54 nr 111.89

2× 1 × 1.0m 25.48 1.33 78.00 8.71 126.28 nr 212.99

PVC coated gabions

2× 1 × 0.5m 23.60 0.67 39.00 4.35 74.00 nr 117.35

2× 1 × 1.0m 32.46 1.33 78.00 8.71 133.26 nr 219.97

Reno mattress gabions

6× 2 × 0.17m 76.74 1.00 58.50 6.53 179.56 nr 244.59

6× 2 × 0.23m 83.24 1.50 87.75 8.71 222.34 nr 318.80

6× 2 × 0.30m 97.68 2.00 117.00 9.80 279.12 nr 405.92

REINFORCED EARTH

Embankments; Tensar International

Embankments; reinforced with Tensar Geogrid

RE520; geogrid laid horizontally within fill to

100% of vertical height of slope at 1.00m

centres; filling with excavated material

slopes less than 45°; Tensartech Natural

Green System 2.36 0.61 35.84 1.74 2.36 m3 39.94

slopes exceeding 45°; Tensartech

Greenslope System 5.08 0.06 3.62 2.57 5.08 m3 11.27

extra over to slopes exceeding 45° for

temporary shuttering; shuttering measured

per m2 of vertical elevation – – – – 12.00 m2 12.00

Labour Plant Material Unit

Excluding site overheads and profit £ hours £ £ £ rate £

REINFORCED EARTH – CONT

Embankments – cont Embankments; reinforced with Tensar Geogrid

RE540; geogrid laid horizontally within fill to

100% of vertical height of slope at 1.00m

centres; filling with excavated material

slopes less than 45°; Tensartech Natural

Green System 2.92 0.61 35.84 1.74 2.92 m3 40.50

slopes exceeding 45°; Tensartech

Greenslope System 6.28 0.06 3.62 2.57 6.28 m3 12.47

extra over to slopes exceeding 45° for

temporary shuttering; shuttering measured

per m2 of vertical elevation – – – – 12.00 m2 12.00 Extra for Tensar Mat 400; erosion control

mats; to faces of slopes of 45° or less; filling

with 20mm fine topsoil; seeding 3.95 0.01 0.39 0.21 5.59 m2 6.19

Embankments; reinforced with Tensar Geogrid

RE540; geogrid laid horizontally within fill to

50% of horizontal length of slopes at specified

centres; filling with imported fill PC £21.60/m3

300mm centres; slopes up to 45°;

Tensartech Natural Green System 4.85 0.06 4.55 1.98 30.77 m3 37.30

600mm centres; slopes up to 45°;

Tensartech Natural Green System 2.42 0.06 3.62 2.57 28.34 m3 34.53

extra over to slopes exceeding 45° for

temporary shuttering; shuttering measured

per m2 of vertical elevation – – – – 12.00 m2 12.00 Extra for Tensar Mat 400; erosion control

mats; to faces of slopes of 45° or less; filling

with 20mm fine topsoil; seeding 3.95 0.01 0.39 0.21 5.59 m2 6.19

Embankments; reinforced with Tensar Geogrid

RE540; geogrid laid horizontally within fill;

filling with excavated material; wrapping

around at faces

300mm centres; slopes exceeding 45°;

Tensartech Natural Green System 9.72 0.06 3.62 1.74 9.72 m3 15.08

600mm centres; slopes exceeding 45°;

Tensartech Greenslope System 4.85 0.06 3.62 1.74 4.85 m3 10.21

extra over to slopes exceeding 45° for

temporary shuttering; shuttering measured

per m2 of vertical elevation – – – – 12.00 m2 12.00 Extra over embankments for bagwork face

supports for slopes exceeding 45° – 0.17 9.75 – 14.00 m2 23.75 Extra over embankments for seeding of bags – 0.03 1.95 – 0.20 m2 2.15 Extra over embankments for Bodkin joints – – – – 1.10 m 1.10

Labour Plant Material Unit

Excluding site overheads and profit £ hours £ £ £ rate £

Anchoring systems; surface stabilization;

Platipus Anchors Ltd; centres and depths

shown should be verified with a design

engineer; they may vary either way

dependent on circumstances

Concrete revetments; hard anodized stealth

anchors with stainless steel accessories

installed to a depth of 1m

SO4 anchors to a depth of 1.00-1.50m at 1.00m centres 26.63 0.17 6.50 1.57 26.63 m2 34.70

Loadlocking and crimping tool; for stressing

and crimping the anchors

hire rate per week 72.93 – – – 72.93 nr 72.93 Surface erosion; geotextile anchoring on

slopes; aluminium alloy Stealth anchors

SO4/SO6 to a depth of 1.0-2.0m at 2.00m centres 9.10 1.00 39.00 1.57 9.10 m2 49.67

Brick block or in situ concrete distressed

retaining walls; anchors installed in two rows

at varying tensions between 18-50 kN along the length of the retaining wall; core drilling of

wall not included

SO8/BO6/BO8 bronze Stealth and Bat

anchors installed in combination with

stainless steel accessories to a depth of

6m; average cost base on 1.50m centres;

long-term solution 382.02 0.25 9.75 1.57 382.02 m2 393.34

SO8/BO6/BO8 cast SG iron Stealth and

Bat anchors installed in combination with

galvanized steel accessories to a depth of

6m; average cost base on 1.50m centres;

short term solution 163.22 0.25 9.75 1.57 163.22 m2 174.54

Timber retaining wall support; anchors

installed 19 kN along the length of the

retaining wall

SO6/SO8 bronze Stealth anchors including

load plate and wege grip; installed in

combination with stainless steel

accessories to a depth of 3.0m; 1.00

centres; average cost 184.80 0.25 14.63 1.26 184.80 m2 200.69

Gabions; anchors for support and stability to

moving, overturning or rotating gabion

retaining walls

SO8/BO6 anchors including base plate at

1.00m centres to a depth of 4.00m 289.41 0.17 9.75 1.57 289.41 m2 300.73

Labour Plant Material Unit

Excluding site overheads and profit £ hours £ £ £ rate £

REINFORCED EARTH – CONT

Anchoring systems – cont Soil nailing of geofabrics; anchors fixed

through surface of fabric or erosion control

surface treatment (not included)

SO8/BO6 anchors including base plate at

1.50m centres to a depth of 3.00m 115.76 0.08 4.87 1.05 115.76 m2 121.68

Green faced reinforced soil; Phi Group

Textomur reinforced soil system

embankments; to reinforced soil slopes

55-70° to the horizontal; including facing and geogrid; excluding backfill material

retaining walls up to 3.0m – – – – – m2 120.00 retaining walls up to 6.0m – – – – – m2 125.00

Split face concrete blocks reinforced soil;

Phi Group

Modular blocks reinforced soil system

embankments; to reinforced soil slopes near

vertical; including geogrid; excluding backfill

material

retaining walls up to 3.0m – – – – – m2 180.00 retaining walls up to 6.0m – – – – – m2 210.00