Material Costs/Measured Work Prices
DIRECTIONS
The following explanations are given for each of the column headings and letter codes.
Unit Prices for each unit are given as singular (i.e. 1 metre, 1 nr) unless stated otherwise.
Net price Industry tender prices, plus nominal allowance forfixings (unless measured separately), waste and applicable trade discounts.
Material cost Net price plus percentage allowance for overheads, profit and preliminaries.
Labour norms In man-hours for each operation.
Labour cost Labour constant multiplied by the appropriate all-in man-hour cost based on gang rate (See also relevant Rates of Wages Section) plus percentage allowance for overheads, profit and preliminaries.
Measured work price (total rate)
Material cost plus Labour cost.
MATERIAL COSTS
The Material Costs given are based at Second Quarter 2014 but exclude any charges in respect of VAT. The average rate of copper during this quarter is US$6,850/UK£4,150 per tonne. Users of the book are advised to register on the SPON’s website www.pricebooks.co.uk/updates to receive the free quarterly updates – alerts will then be provided by email as changes arise.
MEASURED WORK PRICES
These prices are intended to apply to new work in the London area. The prices are for reasonable quantities of work and the user should make suitable adjustments if the quantities are especially small or especially large.
Adjustments may also be required for locality (e.g. outside London– refer to cost indices in approximate estimating section for details of adjustment factors) and for the market conditions (e.g. volume of work secured or being tendered) at the time of use.
MECHANICAL INSTALLATIONS
The labour rate has been based on average gang rates per man hour effective from 1 April 2014. To this rate has been added 7.5% and 3% to cover preliminary items, site and head office overheads together with 2% for profit, resulting in an inclusive rate of £26.16 per man hour. The rate has been calculated on a working year of 2,016 hours; a detailed build-up of the rate is given at the end of these directions.
The rates and allowances will be subject to increases as covered by the National Agreements. Future changes will be published in the free Spon’s quarterly update by registering on their website.
DUCTWORK INSTALLATIONS
The labour rate basis is as per Mechanical above and to this rate has been added 5.5% plus 12.5% to cover site and head office overheads only (factory overhead is included in the material rate) and preliminary items together with 3% for profit, resulting in an inclusive rate of £27.13 per man hour. The rate has been calculated on a working year of 2,016 hours; a detailed build-up of the rate is given at the end of these directions.
In calculating the‘Measured Work Prices’ the following assumptions have been made:
(a) That the work is carried out as a subcontract under the Standard Form of Building Contract.
(b) That, unless otherwise stated, the work is being carried out in open areas at a height which would not require more than simple scaffolding.
(c) That the building in which the work is being carried out is no more than six storey’s high.
Where these assumptions are not valid, as for example where work is carried out in ducts and similar confined spaces or in multi-storey structures when additional time is needed to get to and from upper floors, then an appropriate adjustment must be made to the prices. Such adjustment will normally be to the labour element only.
Note: The rates do not include for any uplift applied if the ductwork package is procured via the Mechanical Subcontractor DIRECTIONS
164 Material Costs/Measured Work Prices– Mechanical Installations
LABOUR RATE– MECHANICAL & PUBLIC HEALTH The annual cost of a notional twelve man gang of 12 men
FOREMAN
Hourly Rate from 6 October 2014 15.61 13.43 12.90 11.84 10.72 9.04
Working hours per annum per man 1,680.00 1,680.00 1,680.00 1,680.00 1,680.00 1,680.00
× Hourly rate × nr of men = £ per
annum 26,224.80 22,562.40 43,344.00 79,564.80 36,019.20 30,374.40 238,089.60
Overtime Rate 22.00 19.92 18.19 16.69 15.12 12.73
Overtime hours per annum per man 336.00 336.00 336.00 336.00 336.00 336.00
× Hourly rate × nr of men = £ per
annum 7,392.00 6,357.12 12,223.68 22,431.36 10,160.64 8,554.56 67,119.36
Total 33,616.80 28,919.52 55,567.68 101,996.16 46,179.84 38,928.90 305,208.96
Incentive schemes 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Daily Travel Time Allowance (15–20 miles
each way) 9.69 9.69 9.69 9.69 9.69 9.32
Days per annum per man 224.00 224.00 224.00 224.00 224.00 224.00
× nr of men = £ per annum 2,170.56 2,170.56 4,341.12 8,682.24 4,341.12 4,175.36 25,880.96 Daily Travel Fare (15–20 miles each way) 14.00 14.00 14.00 14.00 14.00 14.00
Days per annum per man 224.00 224.00 224.00 224.00 224.00 224.00
× nr of men = £ per annum 3,136.00 3,136.00 6,272.00 12,544.00 6,272.00 6,272.00 37,632.00 Employer’s Pension contributions at 06/10/14:
£ Contributions/annum 1,217.84 1,088.88 2,352.48 4,704.96 1,672.32 1,410.24 12,446.72 National Insurance Contributions:
Gross pay– subject to NI 44,058.25 38,839.86 74,836.09 139,268.18 64,149.04 55,728.93
% of NI Contributions 13.80 13.80 13.80 13.80 13.80 13.80
£ Contributions/annum 4,580.25 3,860.12 7,327.81 13,219.87 5,853.00 4,691.02 39,532.08 Holiday Credit and Welfare contributions:
Number of weeks 52 52 52 52 52 52
Total weekly £ contribution each 81.66 74.02 69.08 64.18 59.00 51.18
× nr of men = £ Contributions/annum 4,246.32 3,849.04 7,184.32 13,349.44 6,136.00 5,322.72 40,087.84 Holiday Top-up Funding including
overtime 17.09 14.71 14.14 12.96 11.73 9.90
Cost 888.57 764.74 1,470.97 2,696.34 1,220.08 1,029.89 8,070.58
SUBTOTAL 468,4859.14
TRAINING (INCLUDING ANY TRADE REGISTRATIONS)– SAY 1.00% 4,688.59 SEVERANCE PAY AND SUNDRY COSTS– SAY 1.50% 7,103.22 EMPLOYER’S LIABILITY AND THIRD PARTY INSURANCE – SAY 2.00% 9,613.02 ANNUAL COST OF NOTIONAL GANG 490,263.97
MEN ACTUALLY WORKING = 10.5 THEREFORE ANNUAL COST PER PRODUCTIVE MAN 46,691.81
AVERAGE NR OF HOURS WORKED PER MAN = 2016 THEREFORE ALL-IN MAN HOURS 23.18
PRELIMINARY ITEMS– SAY 7.50% 1.74 SITE AND HEAD OFFICE OVERHEADS– SAY 3.00% 0.75
PROFIT– SAY 2.00% 0.51
THEREFORE INCLUSIVE MAN HOUR RATE 26.16
DIRECTIONS
Material Costs/Measured Work Prices– Mechanical Installations 165
Notes:
(1) The following assumptions have been made in the above calculations:
(a) The working week of 37.5 hours i.e. the normal working week as defined by the National Agreement.
(b) The actual hours worked arefive days of 9 hours each.
(c) A working year of 2016 hours.
(d) Five days in the year are lost through sickness or similar reason.
(2) The incentive scheme addition of 5% is intended to reflect bonus schemes typically in use.
(3) National insurance contributions are those effective from 6 April 2014. The National Insurance concession will be withdrawn for the construction industry on 30 October 2012 therefore NI will be paid for 52 weeks.
(4) Weekly Holiday Credit/Welfare Stamp values are those effective from 6 October 2014.
(5) Rates are based from 6 October 2014.
(6) Overtime rates are based on Premium Rate 1.
(7) Fares with Oyster Card (New Malden to Waterloo + Zone 1– Anytime fare) current at June 2014 (TfL – 0845 748 4950 or 0845 330 9876).
DIRECTIONS
166 Material Costs/Measured Work Prices– Mechanical Installations
LABOUR RATE– DUCTWORK
The annual cost of notional eight man gang of 8 men
FOREMAN
Hourly Rate from 6 October 2014 15.61 12.90 11.84 10.72
Working hours per annum per man 1,680.00 1,680.00 1,680.00 1,680.00
× Hourly rate × nr of men = £ per annum 26,224.80 21,672.00 79,564.80 36,019.20 163,480.80
Overtime Rate 22.00 18.19 16.69 15.12
Overtime hours per annum per man 336.00 336.00 336.00 336.00
× hourly rate × nr of men = £ per annum 7,392.00 6,111.84 22,431.36 10,160.64 46,095.84
Total 33,616.80 27,783.84 101,996.16 46,179.84 209,576.64
Incentive schemes 0.00% 0.00 0.00 0.00 0.00 0.00
Daily Travel Time Allowance (15–20 miles each way) 9.69 9.69 9.69 9.69
Days per annum per man 224.00 224.00 224.00 224.00
× nr of men = £ per annum 2,170.56 2,170.56 8,682.24 4,341.12 17,364.48
Daily Travel Fare (15–20 miles each way) 14.00 14.00 14.00 14.00
Days per annum per man 224.00 224.00 224.00 224.00
× nr of men = £ per annum 3,136.00 3,136.00 12,544.00 6,272.00 25,088.00
Employer’s Pension Contributions from 6 October 2014
£ Contributions/annum 1,217.84 1,088.88 4,704.96 1,672.32 8,684.00
National Insurance Contributions:
Gross pay– subject to NI 44,058.25 37,418.05 139,268.18 64,149.04
% of NI Contributions 13.8 13.8 13.8 13.8
£ Contributions/annum 4,580.25 3,663.91 13,219.87 5,853.00 27,317.03
Holiday Credit and Welfare contributions:
Number of weeks 52 52 52 52
Total weekly £ contribution each 81.66 69.08 64.18 59.00
× nr of men = £ Contributions/annum 4,246.32 3,592.16 13,349.44 6,136.00 27,323.92
Holiday Top-up Funding including overtime 17.09 14.14 12.96 11.73
Cost 888.57 735.49 2,696.34 1,220.08 5,540.47
SUBTOTAL 320,894.54
TRAINING (INCLUDING ANY TRADE REGISTRATIONS)– SAY 1.00% 3,208.95 SEVERANCE PAY AND SUNDRY COSTS– SAY 1.50% 4,861.55 EMPLOYER'S LIABILITY AND THIRD PARTY INSURANCE– SAY 2.00% 6,579.30 ANNUAL COST OF NOTIONAL GANG 335,544.34 MEN ACTUALLY WORKING = >7.5 THEREFORE ANNUAL COST PER PRODUCTIVE MAN 44,739.25
AVERAGE NR OF HOURS WORKED PER MAN = 2016 THEREFORE ALL-IN MAN HOURS 22.19
PRELIMINARY ITEMS– SAY 12.50% 2.77 SITE AND HEAD OFFICE OVERHEADS– SAY 5.50% 1.37
PROFIT– SAY 3.00% 0.79
THEREFORE INCLUSIVE MAN HOUR RATE 27.13
DIRECTIONS
Material Costs/Measured Work Prices– Mechanical Installations 167
Notes:
(1) The following assumptions have been made in the above calculations:
(a) The working week of 37.5 hours i.e. the normal working week as defined by the National Agreement.
(b) The actual hours worked arefive days of 9 hours each.
(c) A working year of 2016 hours.
(d) Five days in the year are lost through sickness or similar reason.
(2) The incentive scheme addition of 5% is intended to reflect bonus schemes typically in use.
(3) National insurance contributions are those effective from 6 April 2014. The National Insurance concession will be withdrawn for the construction industry on 30 October 2012 therefore NI will be paid for 52 weeks.
(4) Weekly Holiday Credit/Welfare Stamp values are those effective from 6 October 2014.
(5) Rates are based from 6 October 2014.
(6) Fares with Oyster Card (New Malden to Waterloo + Zone 1– Anytime fare) current at May 2014 (TfL).
(7) Overtime rates are based on Premium Rate 1.
DIRECTIONS
168 Material Costs/Measured Work Prices– Mechanical Installations
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS PVC-u gutters: pushfit joints; fixed with brackets to backgrounds; BS 4576 BS EN 607
Half round gutter, with brackets measured separately
75 mm 3.57 4.03 0.69 18.05 m 22.08
100 mm 7.38 8.33 0.64 16.76 m 25.09
150 mm 8.28 9.35 0.82 21.47 m 30.82
Brackets: includingfixing to backgrounds.
For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
75 mm; Fascia 1.40 1.58 0.15 3.93 nr 5.51
100 mm; Jointing 2.22 2.51 0.16 4.19 nr 6.70
100 mm; Support 0.91 1.03 0.16 4.19 nr 5.22
150 mm; Fascia 2.71 3.06 0.16 4.19 nr 7.25
Bracket supports: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Side rafter 3.55 4.01 0.16 4.19 nr 8.20
Top rafter 3.55 4.01 0.16 4.19 nr 8.20
Rise and fall 3.84 4.33 0.16 4.19 nr 8.52
Extra overfittings half round PVC-u gutter Union
Running: 150 × 110 mm dia. 15.31 17.29 0.12 3.14 nr 20.43
Stop end: 100 × 68 mm dia. 3.67 4.14 0.12 3.14 nr 7.28
Material Costs/Measured Work Prices– Mechanical Installations 169
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS– cont Extra overfittings half round PVC-u gutter – cont
100 mm; Prefabricated to special angle 24.37 27.52 0.23 6.02 nr 33.54
100 mm; Prefabricated to raked angle 26.37 29.78 0.23 6.02 nr 35.80
150 mm; 90° 13.99 15.80 0.20 5.24 nr 21.04
Gutter adaptors
100 mm; Stainless steel clip 2.01 2.27 0.16 4.19 nr 6.46
100 mm; Cast iron spigot 5.51 6.22 0.23 6.02 nr 12.24
100 mm; Cast iron socket 5.51 6.22 0.23 6.02 nr 12.24
100 mm; Cast iron‘ogee’ spigot 5.58 6.30 0.23 6.02 nr 12.32
100 mm; Cast iron‘ogee’ socket 5.58 6.30 0.23 6.02 nr 12.32
100 mm; Half round to Square PVC-u 9.99 11.28 0.23 6.02 nr 17.30
100 mm; Gutter overshoot guard 12.36 13.95 0.58 15.18 nr 29.13
Square gutter, with brackets measured separately
120 mm square 3.38 3.81 0.82 21.47 m 25.28
Brackets: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Jointing 2.33 2.63 0.16 4.19 nr 6.82
Support 1.02 1.15 0.16 4.19 nr 5.34
Bracket support: includingfixing to
backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Side rafter 3.55 4.01 0.16 4.19 nr 8.20
Top rafter 3.55 4.01 0.16 4.19 nr 8.20
Rise and fall 3.84 4.33 0.16 4.19 nr 8.52
Extra overfittings square PVC-u gutter Rainwater pipe outlets
Running: 62 mm square 3.29 3.71 0.12 3.14 nr 6.85
Stop end: 62 mm square 3.72 4.20 0.12 3.14 nr 7.34
Stop ends: short
External 1.71 1.93 0.09 2.36 nr 4.29
Angles
90° 4.22 4.76 0.20 5.24 nr 10.00
120° 10.57 11.93 0.20 5.24 nr 17.17
135° 4.94 5.58 0.20 5.24 nr 10.82
Prefabricated to special angle 24.99 28.22 0.23 6.02 nr 34.24
Prefabricated to raked angle 30.81 34.79 0.23 6.02 nr 40.81
33 DRAINAGE ABOVE GROUND
170 Material Costs/Measured Work Prices– Mechanical Installations
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
Gutter adaptors
Cast iron 16.04 18.12 0.23 6.02 nr 24.14
High capacity square gutter, with brackets measured separately
137 mm 7.70 8.70 0.82 21.47 m 30.17
Brackets: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Jointing 7.33 8.28 0.16 4.19 nr 12.47
Support 3.05 3.45 0.16 4.19 nr 7.64
Overslung 2.84 3.20 0.16 4.19 nr 7.39
Bracket supports: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Side rafter 4.37 4.94 0.16 4.19 nr 9.13
Top rafter 4.37 4.94 0.16 4.19 nr 9.13
Rise and fall 7.01 7.92 0.16 4.19 nr 12.11
Extra overfittings high capacity square PVC-u
Rainwater pipe outlets
Running: 75 mm square 12.00 13.56 0.12 3.14 nr 16.70
Running: 82 mm dia. 12.00 13.56 0.12 3.14 nr 16.70
Running: 110 mm dia. 10.50 11.86 0.12 3.14 nr 15.00
Screwed outlet adaptor
75 mm square pipe 7.63 8.62 0.23 6.02 nr 14.64
Stop ends: short
External 4.22 4.76 0.09 2.36 nr 7.12
Angles
90° 10.52 11.88 0.20 5.24 nr 17.12
135° 12.37 13.97 0.20 5.24 nr 19.21
Prefabricated to special angle 35.73 40.35 0.23 6.02 nr 46.37
Prefabricated to raked internal angle 62.21 70.26 0.23 6.02 nr 76.28
Prefabricated to raked external angle 62.21 70.26 0.23 6.02 nr 76.28
Deep eliptical gutter, with brackets measured separately
137 mm 4.18 4.72 0.82 21.47 m 26.19
Brackets: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Jointing 3.31 3.73 0.16 4.19 nr 7.92
Support 1.41 1.59 0.16 4.19 nr 5.78
Bracket support: includingfixing to
backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Side rafter 4.59 5.18 0.16 4.19 nr 9.37
Top rafter 4.59 5.18 0.16 4.19 nr 9.37
Rise and fall 7.36 8.31 0.16 4.19 nr 12.50
33 DRAINAGE ABOVE GROUND
Material Costs/Measured Work Prices– Mechanical Installations 171
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS– cont Extra overfittings deep eliptical PVC-u gutter
Rainwater pipe outlets
Running: 68 mm dia. 5.26 5.94 0.12 3.14 nr 9.08
Running: 82 mm dia. 5.00 5.65 0.12 3.14 nr 8.79
Stop end: 68 mm dia. 5.34 6.03 0.12 3.14 nr 9.17
Stop ends: short
External 2.57 2.91 0.09 2.36 nr 5.27
Angles
90° 5.31 6.00 0.20 5.24 nr 11.24
135° 6.31 7.13 0.20 5.24 nr 12.37
Prefabricated to special angle 18.46 20.85 0.23 6.02 nr 26.87
Gutter adaptors
Stainless steel clip 4.53 5.12 0.16 4.19 nr 9.31
Marley deepflow 3.65 4.12 0.23 6.02 nr 10.14
Ogee profile PVC-u gutter, with brackets measured separately
122 mm 4.40 4.97 0.82 21.47 m 26.44
Brackets: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
Jointing 3.50 3.96 0.16 4.19 nr 8.15
Support 1.34 1.51 0.16 4.19 nr 5.70
Overslung 1.34 1.51 0.16 4.19 nr 5.70
Extra overfittings Ogee profile PVC-u gutter
Rainwater pipe outlets
Running: 68 mm dia. 5.00 5.65 0.12 3.14 nr 8.79
Stop ends: short
Internal/External: left or right hand 2.53 2.86 0.09 2.36 nr 5.22
Angles
90°: internal or external 5.06 5.71 0.20 5.24 nr 10.95
135°: internal or external 5.06 5.71 0.20 5.24 nr 10.95
PVC-u rainwater pipe: dry pushfit joints;
fixed with brackets to backgrounds;
BS 4576/BS EN 607
Pipe: circular, with brackets measured separately
53 mm 5.68 6.42 0.61 15.97 m 22.39
68 mm 5.92 6.68 0.61 15.97 m 22.65
Pipe clip: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
68 mm 1.32 1.49 0.16 4.19 nr 5.68
33 DRAINAGE ABOVE GROUND
172 Material Costs/Measured Work Prices– Mechanical Installations
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
Pipe clip adjustable: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
53 mm 2.03 2.30 0.16 4.19 nr 6.49
68 mm 2.83 3.19 0.16 4.19 nr 7.38
Pipe clip drive in: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
68 mm 3.18 3.59 0.16 4.19 nr 7.78
Extra overfittings circular pipework PVC-u Pipe coupler: PVC-u to PVC-u
68 mm 1.65 1.87 0.12 3.14 nr 5.01
Pipe coupler: PVC-u to Cast Iron
68 mm: to 300cast iron 6.48 7.31 0.17 4.45 nr 11.76
68 mm: to 3¾00cast iron 22.26 25.14 0.17 4.45 nr 29.59
Access pipe: single socket
68 mm 10.34 11.68 0.15 3.93 nr 15.61
Bend: short radius
68 mm: 112° 21.81 24.63 0.23 6.02 nr 30.65
Double branch
68 mm: 112° 43.03 48.59 0.24 6.28 nr 54.87
Shoe
53 mm 3.57 4.03 0.12 3.14 nr 7.17
68 mm 5.26 5.94 0.12 3.14 nr 9.08
Rainwater head: includingfixing to backgrounds
68 mm 10.34 11.68 0.29 7.59 nr 19.27
Pipe: square, with brackets measured separately
62 mm 3.62 4.09 0.45 11.78 m 15.87
75 mm 6.89 7.78 0.45 11.78 m 19.56
Pipe clip: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
62 mm 1.22 1.38 0.16 4.19 nr 5.57
75 mm 2.69 3.04 0.16 4.19 nr 7.23
Pipe clip adjustable: includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
62 mm 3.75 4.23 0.16 4.19 nr 8.42
33 DRAINAGE ABOVE GROUND
Material Costs/Measured Work Prices– Mechanical Installations 173
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS– cont Extra overfittings square pipework PVC-u Pipe coupler: PVC-u to PVC-u
62 mm 1.77 2.00 0.20 5.24 nr 7.24
75 mm 2.76 3.12 0.20 5.24 nr 8.36
Square to circular adaptor: single socket
62 mm to 68 mm 3.46 3.91 0.20 5.24 nr 9.15
Square to circular adaptor: single socket
75 mm to 62 mm 4.47 5.05 0.20 5.24 nr 10.29
Access pipe
62 mm 20.70 23.38 0.16 4.19 nr 27.57
75 mm 21.84 24.66 0.16 4.19 nr 28.85
Bends
62 mm: 92.5° 3.20 3.61 0.20 5.24 nr 8.85
62 mm: 112.5° 2.33 2.63 0.20 5.24 nr 7.87
75 mm: 112.5° 5.84 6.60 0.20 5.24 nr 11.84
Bends: prefabricated special angle
62 mm 20.79 23.48 0.23 6.02 nr 29.50
75 mm 28.89 32.63 0.23 6.02 nr 38.65
Offset
62 mm 5.01 5.66 0.20 5.24 nr 10.90
75 mm 13.80 15.59 0.20 5.24 nr 20.83
Offset: prefabricated special angle
62 mm 20.79 23.48 0.23 6.02 nr 29.50
Shoe
62 mm 2.94 3.33 0.12 3.14 nr 6.47
75 mm 5.04 5.69 0.12 3.14 nr 8.83
Branch
62 mm 7.27 8.21 0.23 6.02 nr 14.23
75 mm 35.45 40.04 0.23 6.02 nr 46.06
Double branch
62 mm 39.01 44.05 0.24 6.28 nr 50.33
Rainwater head
62 mm 32.71 36.94 0.29 7.59 nr 44.53
75 mm 34.41 38.86 3.45 90.27 nr 129.13
PVC-u rainwater pipe: solvent welded joints;fixed with brackets to backgrounds;
BS 4576/ BS EN 607
Pipe: circular, with brackets measured separately
82 mm 11.16 12.61 0.35 9.16 m 21.77
Pipe clip: galvanized; includingfixing to backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
82 mm 4.54 5.13 0.58 15.18 nr 20.31
33 DRAINAGE ABOVE GROUND
174 Material Costs/Measured Work Prices– Mechanical Installations
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
Pipe clip: galvanized plastic coated; including fixing to backgrounds. For minimum fixing distances, refer to the Tables and Memoranda at the rear of the book
82 mm 6.28 7.09 0.58 15.18 nr 22.27
Pipe clip: PVC-u includingfixing to
backgrounds. For minimumfixing distances, refer to the Tables and Memoranda at the rear of the book
82 mm 3.37 3.80 0.58 15.18 nr 18.98
Pipe clip: PVC-u adjustable: includingfixing to backgrounds. For minimumfixing
distances, refer to the Tables and Memoranda at the rear of the book
82 mm 6.17 6.97 0.58 15.18 nr 22.15
Extra overfittings circular pipework PVC-u Pipe coupler: PVC-u to PVC-u
82 mm 5.66 6.40 0.21 5.50 nr 11.90
Access pipe
82 mm 34.84 39.34 0.23 6.02 nr 45.36
Bend
82 mm: 92, 112.5 and 135° 14.23 16.08 0.29 7.59 nr 23.67
Shoe
82 mm 8.78 9.91 0.29 7.59 nr 17.50
110 mm 11.01 12.43 0.32 8.38 nr 20.81
Branch
82 mm: 92, 112.5 and 135° 21.19 23.93 0.35 9.16 nr 33.09
Rainwater head
82 mm 18.60 21.00 0.58 15.18 nr 36.18
110 mm 16.94 19.14 0.58 15.18 nr 34.32
Roof outlets: 178 dia.;flat
50 mm 18.59 20.99 1.15 30.11 nr 51.10
82 mm 18.59 20.99 1.15 30.11 nr 51.10
Roof outlets: 178 mm dia.; domed
50 mm 18.59 20.99 1.15 30.11 nr 51.10
82 mm 18.59 20.99 1.15 30.11 nr 51.10
Roof outlets: 406 mm dia.;flat
82 mm 36.32 41.01 1.15 30.11 nr 71.12
110 mm 36.32 41.01 1.15 30.11 nr 71.12
Roof outlets: 406 mm dia.; domed
82 mm 36.32 41.01 1.15 30.11 nr 71.12
110 mm 36.32 41.01 1.15 30.11 nr 71.12
Roof outlets: 406 mm dia.; inverted
82 mm 79.95 90.29 1.15 30.11 nr 120.40
110 mm 79.95 90.29 1.15 30.11 nr 120.40
Roof outlets: 406 mm dia.; vent pipe
82 mm 52.51 59.30 1.15 30.11 nr 89.41
110 mm 52.51 59.30 1.15 30.11 nr 89.41
33 DRAINAGE ABOVE GROUND
Material Costs/Measured Work Prices– Mechanical Installations 175
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS– cont Extra overfittings circular pipework PVC-u – cont
Balcony outlets: screed
82 mm 31.08 35.10 1.15 30.11 nr 65.21
Balcony outlets: asphalt
82 mm 30.91 34.90 1.15 30.11 nr 65.01
Adaptors
82 mm × 62 mm square pipe 4.16 4.70 0.21 5.50 nr 10.20
82 mm × 68 mm circular pipe 4.16 4.70 0.21 5.50 nr 10.20
For 110 mm dia. pipework andfittings refer to Above Ground Drainage
Cast iron gutters: mastic and bolted joints;
BS 460;fixed with brackets to backgrounds
Half round gutter, with brackets measured separately
100 mm 14.33 16.19 0.85 22.25 m 38.44
115 mm 14.95 16.88 0.97 25.39 m 42.27
125 mm 17.48 19.74 0.97 25.39 m 45.13
150 mm 29.88 33.74 1.12 29.31 m 63.05
Brackets;fixed to backgrounds. For minimum fixing distances, refer to the Tables and Memoranda at the rear of the book Fascia
100 mm 6.67 7.54 0.39 10.21 nr 17.75
115 mm 6.67 7.54 0.39 10.21 nr 17.75
125 mm 6.86 7.75 0.39 10.21 nr 17.96
150 mm 6.98 7.88 0.39 10.21 nr 18.09
Top rafter
176 Material Costs/Measured Work Prices– Mechanical Installations
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
Extra overfittings half round gutter cast iron BS 460
Union
100 mm 7.88 8.89 0.39 10.21 nr 19.10
115 mm 9.84 11.11 0.48 12.57 nr 23.68
125 mm 11.11 12.55 0.48 12.57 nr 25.12
150 mm 12.46 14.08 0.55 14.40 nr 28.48
Stop end; internal
100 mm 11.95 13.49 0.39 10.21 nr 23.70
115 mm 12.30 13.89 0.43 11.26 nr 25.15
125 mm 14.49 16.36 0.43 11.26 nr 27.62
150 mm 26.49 29.92 0.50 13.09 nr 43.01
90° angle; double socket
100 mm 14.48 16.35 0.39 10.21 nr 26.56
115 mm 15.37 17.36 0.43 11.26 nr 28.62
125 mm 19.89 22.46 0.43 11.26 nr 33.72
135° angle; single socket
100 mm 12.21 13.79 0.39 10.21 nr 24.00
115 mm 12.32 13.91 0.43 11.26 nr 25.17
125 mm 18.20 20.55 0.43 11.26 nr 31.81
150 mm 27.01 30.51 0.50 13.09 nr 43.60
Running outlet 65 mm outlet
100 mm 11.66 13.17 0.39 10.21 nr 23.38
115 mm 12.69 14.33 0.43 11.26 nr 25.59
125 mm 14.49 16.36 0.43 11.26 nr 27.62
75 mm outlet
100 mm 11.66 13.17 0.39 10.21 nr 23.38
115 mm 12.69 14.33 0.43 11.26 nr 25.59
125 mm 14.49 16.36 0.43 11.26 nr 27.62
150 mm 25.11 28.36 0.50 13.09 nr 41.45
100 mm outlet
150 mm 25.11 28.36 0.50 13.09 nr 41.45
Stop end outlet; socket 65 mm outlet
100 mm 13.67 15.44 0.39 10.21 nr 25.65
115 mm 15.33 17.31 0.43 11.26 nr 28.57
33 DRAINAGE ABOVE GROUND
Material Costs/Measured Work Prices– Mechanical Installations 177
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS– cont Extra overfittings half round gutter cast iron BS 460– cont
75 mm outlet
125 mm 13.67 15.44 0.43 11.26 nr 26.70
150 mm 28.73 60.80 0.50 13.09 nr 73.89
100 mm outlet
150 mm 25.11 28.36 0.50 13.09 nr 41.45
Stop end outlet; spigot 65 mm outlet
100 mm 13.67 15.44 0.39 10.21 nr 25.65
115 mm 15.33 17.31 0.43 11.26 nr 28.57
75 mm outlet
125 mm 13.67 15.44 0.43 11.26 nr 26.70
150 mm 28.73 32.45 0.50 13.09 nr 45.54
100 mm outlet
150 mm 28.73 32.45 0.50 13.09 nr 45.54
Half round; 3 mm thick double beaded gutter, with brackets measured separately
100 mm 14.60 16.49 0.85 22.25 m 38.74
115 mm 15.23 17.20 0.85 22.25 m 39.45
125 mm 17.47 19.73 0.97 25.39 m 45.12
Brackets;fixed to backgrounds. For minimum fixing distances, refer to the Tables and Memoranda at the rear of the book Fascia
100 mm 3.36 3.79 0.16 4.19 nr 7.98
115 mm 3.36 3.79 0.16 4.19 nr 7.98
125 mm 3.36 3.79 0.16 4.19 nr 7.98
Extra overfittings Half Round 3 mm thick Gutter BS 460
Union
100 mm 7.88 8.89 0.38 9.95 nr 18.84
115 mm 9.61 10.85 0.38 9.95 nr 20.80
125 mm 11.11 12.55 0.43 11.26 nr 23.81
Stop end; internal
100 mm 12.41 14.01 0.38 9.95 nr 23.96
115 mm 12.59 14.22 0.38 9.95 nr 24.17
125 mm 14.49 16.36 0.43 11.26 nr 27.62
33 DRAINAGE ABOVE GROUND
178 Material Costs/Measured Work Prices– Mechanical Installations
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
135° angle; single socket
100 mm 12.21 13.79 0.38 9.95 nr 23.74
115 mm 12.30 13.89 0.38 9.95 nr 23.84
125 mm 15.34 17.32 0.43 11.26 nr 28.58
Running outlet 65 mm outlet
100 mm 12.51 14.13 0.38 9.95 nr 24.08
115 mm 12.94 14.62 0.38 9.95 nr 24.57
125 mm 17.13 19.35 0.43 11.26 nr 30.61
75 mm outlet
115 mm 12.94 14.62 0.38 9.95 nr 24.57
125 mm 15.02 16.96 0.43 11.26 nr 28.22
Stop end outlet; socket 65 mm outlet
100 mm 13.67 15.44 0.38 9.95 nr 25.39
115 mm 15.33 17.31 0.38 9.95 nr 27.26
125 mm 17.13 19.35 0.43 11.26 nr 30.61
75 mm outlet
125 mm 17.44 19.70 0.43 11.26 nr 30.96
Stop end outlet; spigot 65 mm outlet
100 mm 13.67 15.44 0.38 9.95 nr 25.39
115 mm 15.33 17.31 0.38 9.95 nr 27.26
125 mm 17.13 19.35 0.43 11.26 nr 30.61
Deep half round gutter, with brackets measured separately
100 × 75 mm 24.00 27.10 0.85 22.25 m 49.35
125 × 75 mm 31.01 35.02 0.97 25.39 m 60.41
Brackets;fixed to backgrounds. For minimum fixing distances, refer to the Tables and Memoranda at the rear of the book Fascia
100 × 75 mm 11.33 12.79 0.16 4.19 nr 16.98
125 × 75 mm 13.97 15.78 0.16 4.19 nr 19.97
Extra overfittings Deep Half Round Gutter BS 460
Material Costs/Measured Work Prices– Mechanical Installations 179
Item Net Material Labour Labour Unit Total
Price £ £ hours £ rate £
RAINWATER PIPEWORK/GUTTERS– cont Extra overfittings Deep Half Round Gutter BS 460– cont
Ogee gutter, with brackets measured separately
100 mm 15.99 18.05 0.85 22.25 m 40.30
115 mm 17.58 19.85 0.97 25.39 m 45.24
125 mm 18.45 20.84 0.97 25.39 m 46.23
Brackets;fixed to backgrounds. For minimum fixing distances, refer to the Tables and Memoranda at the rear of the book Fascia
100 mm 3.66 4.13 0.16 4.19 nr 8.32
115 mm 3.66 4.13 0.16 4.19 nr 8.32
125 mm 4.12 4.65 0.16 4.19 nr 8.84
Extra overfittings Ogee Cast Iron Gutter BS 460
Union
100 mm 7.89 8.91 0.38 9.95 nr 18.86
115 mm 9.61 10.85 0.43 11.26 nr 22.11
125 mm 11.11 12.55 0.43 11.26 nr 23.81
Stop end; internal
100 mm 4.11 4.64 0.12 3.14 nr 7.78
115 mm 5.31 6.00 0.15 3.93 nr 9.93
115 mm 5.31 6.00 0.15 3.93 nr 9.93