ABSTRACT
Foundations to kerbs etc. Mass concrete 200 x 100 mm 0.01 0.56 0.07 1.84 m 2.47 300 x 150 mm 0.02 0.84 0.12 4.21 m 5.17 450 x 150 mm 0.02 1.12 0.16 6.22 m 7.50 100 x 100 mm haunching, per side 0.01 0.28 0.04 0.44 m 0.76
Precast concrete units; BS 7263; bedded jointed and pointed in cement mortar Kerbs; bullnosed, splayed or half battered; laid straight or curved exceeding 12 m radius 125 x 150 mm 0.06 3.36 0.48 3.63 m 7.47 125 x 255 mm 0.07 3.92 0.56 4.61 m 9.09 150 x 305 mm 0.07 3.92 0.56 7.45 m 11.93
Kerbs; bullnosed, splayed or half battered; laid to curves not exceeding 12 m radius 125 x 150 mm 0.07 3.64 0.52 3.63 m 7.79 125 x 255 mm 0.08 4.20 0.60 4.61 m 9.41 150 x 305 mm 0.08 4.20 0.60 7.46 m 12.26
Quadrants (normally included in general rate for kerbs; shown separately for estimating purposes) 305 x 305 x 150 mm 0.08 4.48 0.64 8.29 nr 13.41 455 x 455 x 255 mm 0.10 5.60 0.80 9.85 nr 16.25
Drop kerbs (normally included in general rate for kerbs; shown separately for estimating purposes) 125 x 255 mm 0.07 3.92 0.56 6.21 nr 10.69 150 x 305 mm 0.07 3.92 0.56 12.85 nr 17.33
Channels; laid straight or curved exceeding 12 m radius 125 x 255 mm 0.07 3.92 0.56 6.48 m 10.96
Channels; laid to curves not exceeding 12 m radius 255 x 125 mm 0.07 3.92 0.56 6.48 m 10.96
Edgings; laid straight or curved exceeding 12 m radius 150 x 50 mm 0.04 2.24 0.32 3.43 m 5.99
Edgings; laid to curves not exceeding 12 m radius 150 x 50 mm 0.05 2.52 0.36 4.69 m 7.57
Precast concrete drainage channels; Charcon 'Safeticurb'; channels jointed with plastic rings and bedded, jointed and pointed in cement mortar Channel unit; Type DBA/3; laid straight or curved exceeding 12 m radius 250 x 250 mm; medium duty 0.08 4.20 0.60 42.04 m 46.84 305 x 305 mm; heavy duty 0.10 5.32 0.77 89.42 m 95.51
Precast concrete 'Ellis Trief' safety kerb; bedded jointed and pointed in cement mortar Kerbs; laid straight or curved exceeding 12 m radius 415 x 380 mm 0.23 12.59 1.81 59.47 m 73.87
Kerbs; laid to curves not exceeding 12 m radius 415 x 380 mm 0.25 13.99 2.01 59.47 m 75.47
Item Gang Labour Plant Material Unit Total hours £ £ £ rate £
KERBS, CHANNELS, EDGINGS, COMBINED DRAINAGE AND KERB BLOCKS AND LINEAR DRAINAGE CHANNEL SYSTEMS - cont'd
Precast concrete combined kerb and drainage block 'Beany Block System'; bedded jointed and pointed in cement mortar Kerb; top block, shallow base unit, standard cover plate and frame laid straight or curved exceeding 12 m radius 0.15 8.39 1.21 108.47 m 118.07 laid to curves not exceeding 12 m radius 0.20 11.19 1.61 151.51 m 164.31
Kerb; top block, standard base unit, standard cover plate and frame laid straight or curved exceeding 12 m radius 0.15 8.39 1.21 114.38 m 123.98 laid to curves not exceeding 12 m radius 0.20 11.19 1.61 159.79 m 172.59
Kerb; top block, deep base unit, standard cover plate and frame Straight or curved over 12 m radius 0.15 8.39 1.21 142.76 m 152.36 laid to curves not exceeding 12 m radius 0.20 11.19 1.61 199.52 m 212.32
Base block depth tapers 0.10 5.60 0.80 59.99 m 66.39
Extruded asphalt edgings to pavings; slip formed BS 5931 Kerb; laid straight or curved exceeding 12 m radius 75 mm kerb height - - - - m 6.29 100 mm kerb height - - - - m 10.77 125 mm kerb height - - - - m 12.75
Channel; laid straight or curved exceeding 12 m radius 300 mm channel width - - - - m 13.91 250 mm channel width - - - - m 13.91
Kerb; laid to curves not exceeding 12 m radius 75 mm kerb height - - - - m 12.92 100 mm kerb height - - - - m 10.77 125 mm kerb height - - - - m 11.27
Channel; laid to curves not exceeding 12 m radius 300 mm channel width - - - - m 18.89 250 mm channel width - - - - m 14.39
Extruded concrete; slip formed Kerb; laid straight or curved exceeding 12 m radius 100 mm kerb height - - - - m 11.82 125 mm kerb height - - - - m 12.90
Kerb; laid to curves not exceeding 12 m radius 100 mm kerb height - - - - m 11.29 125 mm kerb height - - - - m 11.45
Item Gang Labour Plant Material Unit Total hours £ £ £ rate £
ADDITIONAL CONCRETE FOR KERBS, CHANNELS, EDGINGS, COMBINED DRAINAGE AND KERB BLOCKS AND LINEAR DRAINAGE CHANNEL SYSTEMS
Additional in situ concrete concrete kerbs 0.50 27.98 3.58 91.43 m3 122.99 channels 0.50 27.98 3.58 91.43 m3 122.99 edgings 0.50 27.98 3.58 91.43 m3 122.99
REMOVE FROM STORE AND RELAY KERBS, CHANNELS, EDGINGS, COMBINED DRAINAGE AND KERB BLOCKS AND LINEAR DRAINAGE CHANNEL SYSTEMS
Remove from store and relay precast concrete units; bedded jointed and pointed in cement mortar Kerbs; laid straight or curved exceeding 12 m radius 125 x 150 mm 0.06 3.36 0.48 1.41 m 5.25 125 x 255 mm 0.07 3.92 0.56 1.61 m 6.09 150 x 305 mm 0.07 3.92 0.56 2.18 m 6.66
Kerbs; laid to curves not exceeding 12 m radius 125 x 150 mm 0.07 3.64 0.52 1.41 m 5.57 125 x 255 mm 0.08 4.20 0.60 1.61 m 6.41 150 x 305 mm 0.08 4.20 0.60 2.18 m 6.98
Quadrants (normally included in general rate for kerbs; shown separately for estimating purposes) 305 x 305 x 150 mm 0.08 4.48 0.64 2.35 nr 7.47 455 x 455 x 255 mm 0.10 5.60 0.80 2.66 nr 9.06
Drop kerbs (normally included in general rate for kerbs; shown separately for estimating purposes) 125 x 255 mm 0.07 3.92 0.56 1.93 nr 6.41 150 x 305 mm 0.07 3.92 0.56 3.26 nr 7.74
Channels; laid straight or curved exceeding 12 m radius 125 x 255 mm 0.07 3.92 0.56 1.99 m 6.47
Channels; laid to curves not exceeding 12 m radius 255 x 125 mm 0.07 3.92 0.56 1.99 m 6.47
Edgings; laid straight or curved exceeding 12 m radius 150 x 50 mm 0.04 2.24 0.32 1.37 m 3.93
Edgings; laid to curves not exceeding 12 m radius 150 x 50 mm 0.05 2.52 0.36 1.37 m 4.25
Remove from store and relay precast concrete drainage channels; Charcon 'Safeticurb'; channels jointed with plastic rings and bedded, jointed and pointed in cement mortar Channel unit; Type DBA/3; laid straight or curved exceeding 12 m radius 250 x 254 mm; medium duty 0.08 4.20 0.60 9.10 m 13.90 305 x 305 mm; heavy duty 0.10 5.32 0.77 18.58 m 24.66
Item Gang Labour Plant Material Unit Total hours £ £ £ rate £
REMOVE FROM STORE AND RELAY KERBS, CHANNELS, EDGINGS, COMBINED DRAINAGE AND KERB BLOCKS AND LINEAR DRAINAGE CHANNEL SYSTEMS - cont'd
Remove from store and relay precast concrete 'Ellis Trief' safety kerb; bedded jointed and pointed in cement mortar Kerbs; laid straight or curved exceeding 12 m radius 415 x 380 mm 0.23 12.59 1.81 12.59 m 26.98
Kerbs; laid to curves not exceeding 12 m radius 415 x 380 mm 0.25 13.99 2.01 12.59 m 28.59
Remove from store and relay precast concrete combined kerb and drainage block 'Beany Block System'; bedded jointed and pointed in cement mortar Kerb; top block, shallow base unit, standard cover plate and frame laid straight or curved exceeding 12 m radius 0.15 8.39 1.21 22.38 m 31.98 laid to curves not exceeding 12 m radius 0.20 11.19 1.61 30.99 m 43.79
Kerb; top block, standard base unit, standard cover plate and frame laid straight or curved exceeding 12 m radius 0.15 8.39 1.21 23.56 m 33.17 laid to curves not exceeding 12 m radius 0.20 11.19 1.61 32.65 m 45.44
Kerb; top block, deep base unit, standard cover plate and frame Straight or curved over 12 m radius 0.15 8.39 1.21 29.24 m 38.84 laid to curves not exceeding 12 m radius 0.20 11.19 1.61 40.59 m 53.39
Base block depth tapers 0.10 5.60 0.80 12.69 m 19.09
FOOTWAYS AND PAVED AREAS
Sub-bases To paved area; sloping not exceeding 10° to the horizontal 100 mm thick sand 0.01 0.49 0.27 3.81 m2 4.57 150 mm thick sand 0.01 0.65 0.37 5.72 m2 6.73 100 mm thick gravel 0.01 0.49 0.27 2.15 m2 2.91 150 mm thick gravel 0.01 0.65 0.37 3.23 m2 4.24 100 mm thick hardcore 0.01 0.49 0.27 1.14 m2 1.90 150 mm thick hardcore 0.01 0.65 0.37 1.71 m2 2.72 100 mm thick concrete grade 20/20 0.02 1.13 0.64 8.94 m2 10.71 150 mm thick concrete grade 20/20 0.03 1.73 0.97 13.40 m2 16.10
Bitumen macadam surfacing; BS 4987; binder course of 20 mm open graded aggregate to clause 2.6.1 tables 5 - 7; surface course of 6 mm medium graded aggregate to clause 2.7.6 tables 32 - 33; excluding sub-base Paved area 60 mm thick; comprising binder course 40 mm thick surface course 20 mm thick sloping at 10° or less to the horizontal 0.09 4.59 2.58 10.78 m2 17.95 sloping at more than 10° to the horizontal 0.10 5.13 2.89 10.78 m2 18.79
Item Gang Labour Plant Material Unit Total hours £ £ £ rate £
Bitumen macadam surfacing; red additives; BS 4987; binder course of 20 mm open graded aggregate to clause 2.6.1 tables 5 - 7; surface course of 6 mm medium graded aggregate to clause 2.7.6 tables 32 - 33; excluding sub-base Paved area 60 mm thick;comprising binder course 40 mm thick surface course 20 mm thick sloping at 10° or less to the horizontal 0.09 4.59 2.58 13.06 m2 20.23 sloping at more than 10° to the horizontal 0.10 5.13 2.89 13.06 m2 21.07
Bitumen macadam surfacing; green additives; BS 4987; binder course of 20 mm open graded aggregate to clause 2.6.1 tables 5 - 7; surface course of 6 mm medium graded aggregate to clause 2.7.6 tables 32 - 33; excluding sub-base Paved area 60 mm thick; comprising binder course 40 mm thick surface course 20 mm thick sloping at 10° or less to the horizontal 0.09 4.59 2.58 14.62 m2 21.79 sloping at more than 10° to the horizontal 0.10 5.13 2.89 14.62 m2 22.63
Granular base surfacing; Central Reserve Treatments Limestone, graded 10 mm down laid and compacted; excluding sub-base Paved area 100 mm thick; surface sprayed with two coats of cold bituminous emulsion; blinded with 6 mm quarzite fine gravel sloping not exceeding 10° to the horizontal 0.02 1.08 0.61 6.19 m2 7.87
Ennstone Johnston Golden gravel; graded 13 mm to fines; rolled wet Paved area 50 mm thick; single layer sloping not exceeding 10° to the horizontal 0.03 1.62 0.91 8.06 m2 10.59
Precast concrete slabs; BS 7263; grey; 5 point bedding and pointing joints in cement mortar; excluding sub-base Paved area 50 mm thick; comprising 600 x 450 x 50 mm units sloping at 10° or less to the horizontal 0.28 7.15 0.63 11.65 m2 19.43
Paved area 50 mm thick; comprising 600 x 600 x 50 mm units sloping at 10° or less to the horizontal 0.24 6.13 0.54 9.43 m2 16.11
Paved area 50 mm thick; comprising 900 x 600 x 50 mm units sloping at 10° or less to the horizontal 0.20 5.11 0.45 8.33 m2 13.89 Extra for coloured, 50 mm thick - - - 3.65 m2 3.65
Paved area 63 mm thick; comprising 600 x 600 x 63 mm units sloping at 10° or less to the horizontal 0.25 6.38 0.56 11.53 m2 18.47
Paved area 63 mm thick; comprising 900 x 600 x 63 mm units sloping at 10° or less to the horizontal 0.21 5.36 0.48 9.43 m2 15.27
Precast concrete rectangular paving blocks; BS 6717; grey; bedding on 50 mm thick dry sharp sand; filling joints; excluding sub-base Paved area 80 mm thick; comprising 200 x 100 x 80 mm units sloping at 10° or less to the horizontal 0.30 7.66 0.68 16.33 m2 24.67
Item Gang Labour Plant Material Unit Total hours £ £ £ rate £
FOOTWAYS AND PAVED AREAS - cont'd
Precast concrete rectangular paving blocks; BS 6717; coloured; bedding on 50 mm thick dry sharp sand; filling joints; excluding sub-base Paved area 80 mm thick; comprising 200 x 100 x 80 mm units sloping at 10° or less to the horizontal 0.30 7.66 0.68 17.26 m2 25.60
Brick paviors delivered to site; bedding on 20 mm thick mortar; excluding sub-base Paved area 85 mm thick; comprising 215 x 103 x 65 mm units sloping at 10° or less to the horizontal 0.30 7.66 0.68 26.03 m2 34.37
Granite setts (2.88 kg/mm thickness/m2); bedding on 25 mm cement mortar; excluding sub-base Paved area 100 mm thick; comprising 100 x 100 x 100 mm units; laid to random pattern sloping at 10° or less to the horizontal 0.90 22.98 2.04 62.46 m2 87.48
Paved area 100 mm thick; comprising 100 x 100 x 100 mm units; laid to specific pattern sloping at 10° or less to the horizontal 1.20 30.64 2.72 62.46 m2 95.82
Cobble paving; 50 - 75 mm stones; bedding on 25 mm cement mortar; filling joints; excluding sub-base Paved area; comprising 50 - 75 mm stones; laid to random pattern sloping at 10° or less to the horizontal 1.00 25.54 2.25 17.44 m2 45.22
REMOVE FROM STORE AND RELAY PAVING FLAGS, SLABS AND BLOCKS
Note An allowwance of 20 % of the cost of providing new pavings has been included in the rates below to allow for units which have to be replaced through unacceptable damage.
