CESMM3 Unit Pricing-Co2
CESMM3 Unit Pricing-Co2
CESMM3 Unit Pricing-Co2
UNIT PRICING
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UNIT PRICING
PRICING EXAMPLE
A typical unit price build-up is shown here, followed by a detailed analysis to explain how the price is built-up.
CLASS G - CONCRETE ANCILLARIES
G5
REINFORCEMENT
Unit
G5.2
G5.2.4
G5.2.4.01 Generally
1)
Labour
Gang
Plant
Gang
Labour
Net
Plant
Net
Material
Net
Unit
Net
Hours
Hours
Price
Price
Price
PRICE
11.82
11.82
542.89
127.77
648.27
1,318.94
2 x 16.68
1 x 12.56
= 33.37
= 12.56
= 45.93
= 10.81
= 10.81
Supply
Price
Waste
Factor
%
Unloading
Labour Plant
TOTAL
UNIT
COST
617.40
648.27
Unit
t
542.89
127.77
648.27
1,318.94 t
The reader may adjust any of the variables in the resource build-ups to suit his own requirements e.g. size of labour
gang, plant type, material costs or wastage on materials.
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UNIT PRICING
Coding System
The codes used to identify items refer to the coding structure of the Civil Engineering Standard Method of
Measurement, 3rd Edition, 1991. Each item and each group of items has been allocated a unique code.
The codes used in the pricing example for reinforcement on page 104, are defined below:
CODE
m - linear metre
m2 - square metre
m3 - cubic metre
Nr - number
h - hour
I - litre
Cradle to Gate
Cradle to Site
Cradle to Grave
Cradle to Cradle
Cradle to gate measures all of the CO2 emissions relating to the material to get it to factory gate ready for transportation to site. Cradle
to site also contains an estimate of the transport. Cradle to grave also makes an allowance for its final disposal, and cradle to cradle also
includes elements of recycling.
As the latter three boundaries make allowances for project specific issues such as how for to transport to site, the authors only use the
Cradle to Gate boundary for the materials. Further allowances can then be made by the user for transport and if needed disposal and
recycling.
5
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UNIT PRICING
Labour
The CO2 impact of labour is not included within the calculations as these impacts would occur regardless of undertaking construction activity. Allowances for hand tools are made within the plant totals. Please see the Transportation section below with regard to quantification of
labour transportation.
Materials
The authors have developed their own estimates of embodied CO2 data for materials with a Cradle to Gate boundary. Reference was been
made to published UK CO2 figures for materials from a variety of sources in order to achieve this.
In particular, the publishers wish to acknowledge the research carried out by Professor Geoff Hammond and Craig Jones from the
Department of Mechanical Engineering (University of Bath) on the embodied energy and carbon of a large number of building materials.
The research publication, Inventory of Carbon and Energy (ICE), which is publicly available for download from the University web site has
been an invaluable source of data used to verify and supplement the primary research and composite item build-ups.
With any material the embodied CO2 figures will be different for each material supplier depending on the manufacturing process adopted
e.g. a supplier adopting a renewable energy source will have a lower figure than another. The figures used therefore represent an estimate
of likely embodied CO2 for materials. As with any estimate the figures should be superseded with actual manufacturer data when available.
The use of recycling or reuse of materials will also have an impact on the embodied CO2 for materials. For these estimated guides typical
recycled content has been used but allowances or adjustments should be made in the instances of specific data being known. For materials
that may be reused, as the potential number of reuses can not be determined, the full impact of the embodied carbon is taken within the
rate. Users will need to make amendments to any subsequent work activities where materials have been reused or recycled.
As with the estimates of cost, elements of waste have been included, but additional allowance would need to be made for any projectspecific issues.
Please see the Transportation section below with regard to quantification of material transportation.
Plant
The embodied CO2 of the production and maintenance of plant is not included within the guide figures. The plant elements are therefore
quantified using the fuel consumption. The plant selected for the guide uses what the author considers the more traditional sources.
Reductions will be recorded if alternate sources of renewable energy or biofuels are used.
As with the estimates of cost, elements of non-productive standing time have been included, but additional allowance would need to be
made for project specifics such as ground conditions and weather.
Please see the Transportation section below with regard to quantification of the transportation of plant.
Specialist
Although very few in number, the embodied CO2 of specialist items can not be quantified and included within this book due to the
uncertainty of their detailed nature.
Transportation
The CO2 impact for transporting labour, materials and plant resources has not been included within the unit rate data. This is due to the
levels of disparity that will be recorded on projects. It is recommended that this is either excluded from the studies or quantified additionally.
It is important that quantification of transport is included when you are considering procurement options for locations with variations in
transportation distance as this will have a significant impact on the final result, especially when quantifying international procurement
options.
UNIT PRICING
Copyright 2010 Thomas Telford Limited
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Method
Train
0.0400
Underground
0.0560
Bus
0.0930
0.1800
0.1120
Water
0.0755
Hatchback: Petrol
0.1750
Hatchback: Diesel
0.1350
Saloon: Petrol
0.2050
Saloon: Diesel
0.1580
0.2420
0.1960
SUV: Petrol
0.2910
SUV: Diesel
0.2380
Smaller Van
0.1430
Transit Van
0.2090
Motorbike
0.1000
Bicycle
0.0000
To quantify the transport of materials and plant additionally the following table has been included to allow estimates
of the kilograms of CO2 produced per tonne of weight transported per kilometre travelled:
Method
Road
0.32
Rail
0.04
Water
0.01
Both tables above have been provided to allow estimates only, actual data will vary depending on age and state of repair of vehicle, weather
conditions and numbers of people being transported.
7
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CLASS A:
GENERAL ITEMS
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Rule WR.4
1,662.50 hours
148.75 hours
1,811.25 hours
476.00 hours
19.60 hours
495.60 hours
2,306.85 hours
2,031.60 hours
11
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2,138.50
106.93
GENERAL ITEMS - A
Build Up of Labour Rates continued...
General
Skill Rate
Skill Rate
Skill Rate
Skill Rate
Operative
7.75
8.35
8.85
9.46
9.82
per week
386.97
416.93
441.90
472.36
490.33
42.35
45.63
48.37
51.70
53.67
429.33
462.56
490.26
524.05
544.00
10.73
11.56
12.26
13.10
13.60
2.15
2.31
2.45
2.62
2.72
Daily travel allowance (say 5 days x 25km one way per day)
10.35
10.35
10.35
10.35
10.35
39.03
42.05
44.57
47.64
49.45
14.87
16.02
16.98
18.15
18.84
40.87
45.13
48.67
53.00
55.55
5.00
5.00
5.00
5.00
5.00
552.33
594.99
630.54
673.91
699.51
12.56
13.53
14.34
15.33
15.91
Craftsman
Plant
Plant
Plant
Plant
Operator
Operator
Operator
Operator
SR 4
SR 3
SR 2
SR 1
10.30
8.35
8.85
9.46
9.82
per week
514.30
416.93
441.90
472.36
490.33
56.29
45.63
48.37
51.70
53.67
41.75
44.25
47.30
49.10
570.59
504.31
534.51
571.35
593.10
14.26
12.61
13.36
14.28
14.83
2.85
2.52
2.67
2.86
2.97
Daily travel allowance (say 5 days x 25km one way per day)
10.35
10.35
10.35
10.35
10.35
51.87
45.85
48.59
51.94
53.92
19.76
17.47
18.51
19.79
20.54
58.96
50.47
54.34
59.05
61.84
5.00
5.00
5.00
5.00
5.00
733.64
648.58
687.34
734.63
762.53
16.68
14.75
15.63
16.71
17.34
12
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GENERAL ITEMS - A
Build Up of Labour Rates continued...
NOTES: There has been an allowance included for daily fare and travel allowances as required under WR.5 on the
assumption that sites will be away from major conurbations, entailing the provision of transport or travel allowances
to operatives (which will not always be the case) and that craftsmen, in particular, will in some cases require
subsistence payments, as required under WR.15. These allowances should be reviewed when considering the labour costs for specific sites.
Other Labour cost per hour rates have been similarly calculated and applied in this book to the following classes of operatives:
Banksman
Pipelayer (large pipes)
Fitters & Welders
Painter
Spray Painter
Tiler
Miner*
13.53
15.91
16.68
16.68
16.68
16.68
39.89
Ganger
Driller
Timbermen
Painter (chargehand)
Asphalt Layer
Bricklayer (chargehand)
Carpenter (chargehand)
16.99
14.34
14.34
17.93
14.34
17.93
17.93
Pipelayer (standard)
Shot Firer
Piling Hand
Brush Hand
Plasterer
Waller
14.34
14.34
13.53
12.56
16.68
16.68
300,000m2
130,000m3
17,000m3
28,000m2
1,700t
Tender build-up
General items
Profit and H.O overheads
Labour (including Labour only Subcontractors)
Materials
Plant and fuel
Direct Sub-contractors
Nominated Sub-contractors
Engineers contingencies
Contract value
1,562,900
510,000
1,487,500
2,092,640
629,000
920,100
1,211,160
86,700
8,500,000
8,500,000
510,000
7,990,000
1,562,908
6,427,092
1,562,908
6,427,092 X 100 = 24.32%
The following table shows a cost analysis of the General Items with reference to the
Standard Method of Measurement.
CESMM Class A
Code
CESMM Class A
First division Section
Amount
% of
General Items
% of net
Cost of Works
Contractual Requirements
111,136
7.11%
1.73%
Specified Requirements
220,652
14.12%
3.43%
Method-Related Charges
1,231,895
78.77%
19.16%
4-
Provisional Sums
excl
Nominated Sub-contracts
excl
nominated Sub-contracts
excl
1-6
All Sections
1,562,908
100.00%
24.32%
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GENERAL ITEMS - A
EXAMPLE continued/ ....
NOTES: Performance Bond
It is usual for a local authority to call for a performance bond from the Contractor. This is normally a percentage of the tender sum (0.25%)
and will vary according to the nature of the work and the standing of the Contractor. An estimator will be required to obtain firm
quotations from an insurance company or bank. The percentage sum will be levied on an annual basis for the actual duration of the
contract, that is until the issue of a completion certificate and thereafter at a reduced percentage from the period of maintenance. It is
important to have the details fixed before the final tender figure is submitted.
Insurance of the Works
The premium will depend on the nature of the work and the insurance experience of the Contractor. Normally this will form part of an
insurance package which will include public liability, fire and theft and possibly professional indemnity (Employers liability is dealt with in the
labour rate build-up).
Provisional Sums and Nominated Sub-contracts
Provisional Sums and Nominated Sub-contracts have been excluded from the General Items.
A1
Contractual Requirements
A1.1
Performance Bond
Not normally requested from the Contractor for this type of Contract
Insurance of the Works (in accordance with Clause 21)
Allow 1.00% of total contract value
A1.2
A1.3
Contract Value
Inflation Allowance 2.0%
=
=
8,500,000
170,000
8,670,000
693,600
9,363,600
1.00% of 9,363,600
Third party insurance (in accordance with Clause 23)
93,636
17,500
111,136
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A2
Specified Requirements
A2.1
A2.1.1 Offices
A2.1.1.01 Establish and remove
Transport, erect and dismantle
595
10,140
6,786
16,926
A2.1.2 Laboratories
A2.1.2.01 Establish and remove
Transport, erect and dismantle
595
5,070
5,070
A2.1.3
Cabins
A2.1.3.01 Establish and remove Ablution Block
Connect to cesspit or town sewer
A2.1.3.02 Maintain and operate Ablution Block
107 per wk x 78wks
1,480
8,346
245
2,028
16,848
31,590
8,424
56,862
A2.2.2 Telephones
A2.2.2.01 Establish and remove
Installation: BT charges
330
100,823
15
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8,346
A2
A2.3
100,823
400
2 PCs, 4 desks, 4 tables, 1 conference table, 6 chairs, 2 cabinets:
110 per wk x 78wks
400
90 per wk x 78 wks
A2.3.3
233.1
233.2
Surveying equipment
Establish and remove
Maintain and operate
7,020
400
90 per wk x 78wks
A2.4
8,580
7,020
A2.4.1 Drivers
A2.4.1.01 Establish and remove
Recruitment - included
38,208
A2.4.2 Chainmen
A2.4.2.01 Establish and remove
Recruitment - included
38,208
Testing of materials
Included
19,594
220,652
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A3
Method-Related Charges
A3.1
A3.1.1 Offices
A3.1.1.01 Establish and remove
Transport
Erect and dismantle
Telephone installation: BT charges
Furniture, PCs, etc.
A3.1.1.02 Maintain and operate
Mobile offices: 10 staff x 8m2 each
Conference room
1,650
600
600
6,600
= 80m2
= 20m2
100m2
12,000
8,400
7,200
7,500
A3.1.3 Cabins
A3.1.3.01 Establish and remove Ablution Blocks
Connect to cesspit or town sewer
35,100.00
(Time Related)
1,500.00
(Time Related)
7,800
6,000
14,695
7,800.00
(Time Related)
20,695.20
(Time Related)
1,980.00
(Time Related)
A3.1.4 Stores
A3.1.4.01 Establish and remove
Erect and dismantle
600.00
(Fixed)
1,800.00
(Time Related)
9,450.00
(Fixed)
6,000
1,680
7,680.00
(Time Related)
Services
A3.2.1 Electricity
A3.2.1.01 Establish and remove
Electricity to compound and batching plant:
Cable and switches
(Time Related)
A3.2.2 Water
A3.2.2.01 Establish and remove
Water main to compound and batching plant:
50mm dia. UPVC - 600m @ 13.33 including fittings
Carried forward
17
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3,000
3,000.00
7,998
7,998.00
(Fixed)
97,603
A3
A3.3
97,603
Plant
459
Labour:
4 labourers - 2 days @ 12.56 per hr
Carpenter -1 day @ 17.93 per hr
804
143
Material:
Hardcore - 400m2 x 0.25m deep @ 23.90 per m3
Concrete - 50m3 @ 87.88 per m3
Carried forward
2,390
4,394
8,190
682
1,015
Labour:
4 labourers - 5 days @ 12.56 per hr
Supervision
Timber for bins - 1,350 less residual value
Dismantle and reinstate
2,010
340
675
1,390
6,112
Brought forward
Carried forward
14,302
(fixed)
111,905
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A3
A3.5
111,905
Temporary Works
2,294
82
1,080
Labour:
2 labourers -10 days @ 12.56 per hr
2,010
Materials:
Hardcore or ballast - 6000m2 x 0.20m deep = 1200m3 @
23.90 per m3
Lotrak - 6000m2 @ 0.93 per m2
28,680
5,580
39,726
(Fixed)
6,883
(Time Related)
Temporary Works
A3.6.6 Hardstandings
A3.6.6.01 Establish and remove administration and storage compound hardstanding
Allow 5 days for the operation
Plant:
Dresser 1004 - 3 days @ 28.68 per hr
Vibratory roller - 3 days @ 2.04 per hr
JCB 3CX - 2 days @ 27.01 per hr
688
49
432
Labour:
Tradesman - 5 days @ 17.93 per hr
2 labourers - 5 days @ 12.56 per hr
717
1,005
Materials:
Sub-base - spread, level 1000m2 x 0.20m deep = 200m3 @
24.03 per m3
Concrete - 600m2 x 0.15m deep = 90m3 @ 87.88 per m3
Drainage - septic tank or connection into main sewer
4,806
7,909
2,000
Carried forward
19
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17,606
(Fixed)
176,120
A3
A3.7
176,120
NOTE:
A3.7.1
Supervision
Agent/Senior Engineer - 60wks @ 1,776 per wk*
Section Engineer: Tanks - 60wks @ 1,247 per wk*
Section Engineer: Wharf - 40wks @ 1,247 per wk*
Section Engineer: Excavating Roads, etc. 60wks @ 1,247 per wk
Assistant Engineer - 50wks @ 975 per wk
Technicians - 60wks @ 585 per wk
Senior Quantity Surveyor - 78wks @ 1,550 per wk x 50%*
Assistant Quantity Surveyor - 50 wks @ 1,260 per wk*
General Foreman -78wks @ 1,535 per wk (Landrover incl.)
Sectional Foreman: Concrete - 50wks @ 1,404 per wk
Sectional Foreman: Excavating Roads etc. - 60wks @ 1,536 per wk
(Landrover incl.)
A3.7.2
A3.7.3
Administration
Office Manager - 60wks @ 773 per wk
Wages Clerk - 60wks @ 514 per wk x 50%
Timekeeper - 60wks @ 500 per wk
Storekeeper - 10wks @ 585 per wk
Typist/Receptionist/Telephonist - 60wks @ 463 per wk
Office cleaners/tea - 60wks @ 104 per wk (part time)
Security man - 60wks @ 803 per wk
106,560
74,820
49,880
74,820
48,750
35,100
60,450
63,000
119,730
70,200
92,160
46,380
15,420
30,000
5,850
27,780
6,240
48,180
Labour teams
Offloading materials and maintaining services gang
Plant:
Tractor and trailer - 40wks @ 1,125 per wk
NCK 305 - 10wks @ 1,524 per wk
45,000
15,240
Labour:
1.5 labourers - 40wks @ 486 per wk
19,440
795,470
(Time Related)
179,850
(Time Related)
79,680
(Time Related)
1,231,121
111,136
SPECIFIED REQUIREMENTS
220,652
METHOD-RELATED CHARGES
1,231,121
TOTAL GENERAL ITEMS
1,562,908
20
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CLASS B:
GROUND INVESTIGATION
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Qty
1
1
Rate
x
x
16.68
12.56
1
1
1
x
x
x
16.99
12.56
13.53
1
2
x
x
16.68
12.56
1
1
2
1
x
x
x
x
16.99
13.53
12.56
15.63
Total
=
=
16.68
12.56
29.24
=
=
=
16.99
12.56
13.53
43.08
=
=
16.68
25.12
41.80
=
=
=
=
16.99
13.53
25.12
15.63
71.27
Plant
P A1333ICE
1
1
1
x
x
x
27.01
23.77
7.15
=
=
=
27.01
23.77
7.15
1
1
1
x
x
x
2.75
0.35
2.36
=
=
=
2.75
0.35
2.36
63.39
=
=
=
8.06
15.10
0.88
24.04
=
=
=
=
=
=
12.31
15.10
0.88
0.88
18.85
9.84
57.86
1
1
1
x
x
x
8.06
15.10
0.88
1
1
1
1
1
1
23
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x
x
x
x
x
x
12.31
15.10
0.88
0.88
18.85
9.84
The rates in this section have been provided by a specialist sub-contractor and are supplied
without prejudice as guide prices only.
B1
Note(s):
The prices under Trial Pits and Trenches assume that the pits and trenches are inspected and
backfilled the same day.
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
B1.1
B1.1.1
B1.1.1.01
B1.1.1.02
Nr
Nr
0.22
1.00
15.68
71.27
13.95
1.42
29.63
72.69
6.15
0.37
B1.1.2
B1.1.2.01
Maximum depth 1 - 2m
plan area at bottom of pit 2 x 1m
Nr
0.43
30.65
27.26
57.91
12.02
B1.1.3
B1.1.3.01
Maximum depth 2 - 3m
plan area at bottom of pit 2 x 1m
Nr
0.46
32.78
29.16
61.94
12.86
B1.1.4
B1.1.4.01
Maximum depth 3 - 5m
plan area at bottom of pit 2 x 1m
Nr
0.52
37.06
32.97
70.03
14.54
B1.2
B1.2.1
B1.2.1.01
Nr
0.24
17.10
15.22
32.32
6.71
B1.2.2
B1.2.2.01
Maximum depth 1 - 2m
plan area at bottom of pit 2 x 1m
Nr
0.45
32.07
28.53
60.60
12.58
B1.2.3
B1.2.3.01
Maximum depth 2 - 3m
plan area at bottom of pit 2 x 1m
Nr
0.49
34.92
31.07
65.99
13.70
B1.2.4
B1.2.4.01
Maximum depth 3 - 5m
plan area at bottom of pit 2 x 1m
Nr
0.58
41.34
36.77
78.11
16.21
B1.3
B1.3.1
B1.3.1.01
B1.3.1.02
m
m
0.24
1.00
17.10
71.27
15.22
1.42
32.32
72.69
6.71
0.37
B1.3.2
B1.3.2.01
Maximum depth 1 - 2m
plan area at bottom of pit 2 x 1m
0.50
35.63
31.70
67.33
13.98
B1.3.3
B1.3.3.01
Maximum depth 2 - 3m
plan area at bottom of pit 2 x 1m
0.56
39.91
35.50
75.41
15.65
B1.3.4
B1.3.4.01
Maximum depth 3 - 5m
plan area at bottom of pit 2 x 1m
0.64
45.61
40.58
86.19
17.89
B1.4
Depth in rock
B1.4.1
B1.4.1.01
0.32
22.81
20.29
43.10
8.94
B1.4.2
B1.4.2.01
Maximum depth 1 - 2m
plan area at bottom of pit 2 x 1m
0.59
42.05
37.41
79.46
16.49
B1.4.3
B1.4.3.01
Maximum depth 2 - 3m
plan area at bottom of pit 2 x 1m
0.67
47.54
42.29
89.83
18.64
24
23/08/2010 16:42:40
B1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.79
56.30
50.09
106.39
22.08
Unit
Kg
B1.4
Depth in rock
B1.4.4
B1.4.4.01
Maximum depth 3 - 5m
plan area at bottom of pit 2 x 1m
B1.5
Depth supported
B1.5.1
B1.5.1.01
m
m
0.43
0.10
18.48
4.18
7.33
0.77
25.81
4.95
5.77
1.84
Maximum depth 1 - 2m
plan area at bottom of pit 2 x 1m; in
soft ground
as above; in hard ground
m
m
0.51
0.12
21.84
5.04
10.73
1.02
32.57
6.06
8.02
2.45
Maximum depth 2 - 3m
plan area at bottom of pit 2 x 1m; in
soft ground
as above; in hard ground
m
m
0.62
0.16
26.88
6.72
17.54
3.62
44.42
10.34
12.55
8.70
B1.5.4.02
Maximum depth 3 - 5m
plan area at bottom of pit 2 x 1m; in
soft ground
as above; in hard ground
m
m
0.90
0.23
38.64
10.08
27.24
8.17
65.88
18.25
18.12
19.61
B1.6
B1.6.1
B1.6.1.01
B1.6.1.02
m
m
0.65
1.71
8.79
84.34
0.35
67.89
9.14
152.23
0.09
30.72
B2
B2.1
Number
B2.1.1
B2.1.1.01
1.00
29.24
30.85
60.09
26.42
B2.3
Depth
B2.3.1
B2.3.1.01
0.50
14.62
12.03
26.65
9.14
B2.3.1.02
0.70
20.47
16.84
37.31
12.79
B2.3.1.03
1.40
40.94
33.67
74.61
25.59
B3
B3.1
Number
B3.1.1
B3.1.1.01
Nr
1.00
41.80
64.66
106.46
51.72
B3.3
B3.3.1
B3.3.1.01
1.00
41.80
57.86
99.66
43.58
B1.5.1.02
B1.5.2
B1.5.2.01
B1.5.2.02
B1.5.3
B1.5.3.01
B1.5.3.02
B1.5.4
B1.5.4.01
Nr
25
CESSM3_Full Book.indd 25
B3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
B3.3
B3.3.2
B3.3.2.01
1.00
41.80
57.86
99.66
43.58
B3.3.3
B3.3.3.01
1.10
45.98
63.65
109.63
47.93
B3.4
B3.4.1
B3.4.1.01
1.15
48.07
66.54
114.61
50.11
B3.4.2
B3.4.2.01
1.15
48.07
66.54
114.61
50.11
B3.4.3
B3.4.3.01
1.25
52.25
72.33
124.58
54.47
B3.5
Depth cased
B3.5.1
B3.5.1.01
0.15
6.27
8.68
14.95
6.54
B3.5.2
B3.5.2.01
0.15
6.27
8.68
14.95
6.54
B3.7
B3.7.1
B3.7.1.01
3m capacity
to be retained until 1 month after
submission of report
to be retained by client
Nr
Nr
0.20
0.40
8.36
16.72
11.57
23.14
19.93
39.86
8.72
17.43
B3.7.1.02
26
23/08/2010 16:42:42
B4
Samples
Unit
Specialist
Net
CO 2
Kg
B4.2
From boreholes
B4.2.1
B4.2.1.01
Open tube
Undisturbed sample; 102 x 450mm
long
Nr
22.18
B4.2.2
B4.2.2.01
Disturbed
Bulk disturbed samples
Nr
4.88
B4.2.3
B4.2.3.01
Groundwater
Jar samples of soil or ground water
Nr
3.99
B5
B5.1
B5.1.3
B5.1.3.01
Standard penetration
maximum 75 nr. blows
Nr
22.18
B7
Laboratory tests
B7.1
Classification
B7.1.1
B7.1.1.01
Moisture content
Moisture content
Nr (per
test)
5.77
Nr (per
test)
18.63
Nr (per
test)
60.34
84.30
Nr (per
test)
26.62
Nr (per
test)
17.75
Nr (per
test)
10.65
Nr (per
test)
106.49
B7.1.3
B7.1.3.01
B7.1.4
B7.1.4.01
B7.1.5
B7.1.5.01
Specific gravity
Bulk density
Particle size analysis by sieve
P.S.D. sieve analysis
B7.2
Chemical content
B7.2.1
B7.2.1.01
Organic matter
Organic content
B7.2.2
B7.2.2.01
B7.2.3
B7.2.3.01
Sulphate
Quantitive estimation of sulphate
content of water or soil
pH value
pH determination of water or soil
B7.3
Compaction
B7.3.1
B7.3.1.01
Standard
Density/water content relationship
27
CESSM3_Full Book.indd 27
B7
B7.3
Compaction
B7.3.2
B7.3.2.01
Heavy
Density/water content relationship
B7.4
Consolidation
B7.4.1
B7.4.1.01
Oedometer cell
Oedometer cell
B7.5
Permeability
B7.5.1
B7.5.1.01
Constant head
granular soils
B7.5.1.02
cohesive soils
B7.6
Soil strength
B7.6.1
B7.6.1.01
B7.6.1.02
B7.6.2
B7.6.2.01
B7.6.2.02
B7.6.2.03
B7.6.3
B7.6.3.01
B7.6.3.02
B7.6.4.02
B7.6.5
B7.6.5.01
B7.6.6
B7.6.6.01
B7.6.6.02
B7.6.8
B7.6.8.01
Kg
115.36
Nr (per
test)
124.23
133.11
177.48
79.86
79.86
79.86
244.03
244.03
266.21
266.21
Nr (per
test)
Nr (per
test)
Nr (per
test)
Nr (per
test)
CO 2
Nr (per
test)
B7.6.4
B7.6.4.01
Specialist
Net
Nr (per
test)
Nr (per
test)
106.49
133.11
Nr (per
test)
244.03
Nr (per
test)
266.21
Nr (per
test)
266.21
Nr (per
test)
70.99
28
23/08/2010 16:42:44
B7
Unit
B7.6
Soil strength
B7.6.8
B7.6.8.02
B7.6.8.03
Nr (per
test)
Nr (per
test)
B7.7
Rock strength
B7.7.1
B7.7.1.01
B7.7.1.02
B7.7.2
B7.7.2.01
B7.7.2.02
B7.7.3
B7.7.3.01
B7.7.5
B7.7.5.01
Point load
Minimum dimensions of the samples
60mm
Kg
70.99
62.12
75.43
75.43
244.03
244.03
Nr (per
test)
399.32
Nr (per
test)
14.20
29
CESSM3_Full Book.indd 29
CO 2
Specialist
Net
B8
Professional Services
Note(s):
The following are rates for the various grades of technical staff who should be appropriately
employed in the preparation of the report. Chargeable time shall include visiting sites to assess
the soil, geological and topographical conditions, examination of samples and cores on site and
in the laboratory, preparation of testing schedules, logs, sections, and analysis and writing of the
report. Charges shall also be made in connection with site or office meetings investigated at the
Client's / Engineer's request.
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Hr
1.00
30.00
30.00
Hr
1.00
53.24
53.24
Unit
Kg
B8.1
Technician
B8.1.1
B8.1.1.01
Technician
Technical assistant
B8.2
Technician engineer
B8.2.1
B8.2.1.01
Technician engineer
Assistant engineer
B8.3
Engineer or geologist
B8.3.1
B8.3.1.01
Graduate
Engineer or geologist
Hr
1.00
46.00
46.00
B8.3.2
B8.3.2.01
B8
Chartered
Senior engineer or geologist
Hr
1.00
88.74
88.74
B8.3.3
B8.3.3.01
Principal or consultant
Chief engineer or geologist
Hr
1.00
85.50
Special
85.50
Net
CO- 2
Kg
B8.4
B8.4.1
B8.4.1.01
B8.4.1.02
Engineering grades
Assistant or engineer
Senior or chief engineer
Nr
Nr
35.50
35.50
B8.5
B8.5.1
B8.5.1.01
B8.5.1.02
Engineer
Assistant or engineer
Senior or chief engineer
106.49
106.49
Nr
Nr
30
23/08/2010 16:42:45
CLASS C:
CESSM3_Full Book.indd 31
23/08/2010 16:42:46
CESSM3_Full Book.indd 32
23/08/2010 16:42:46
Qty
1
1
0.5
Rate
x
x
x
14.34
12.56
13.53
2
2
2
x
x
x
16.99
12.56
16.68
2
2
1
x
x
x
14.34
12.56
13.53
x
x
x
x
x
x
x
x
16.99
12.56
13.53
14.34
12.56
13.53
16.68
12.56
2
2
2
x
x
x
16.99
12.56
13.53
2
1
x
x
16.68
12.56
2
1
x
x
16.68
12.56
1
1
1
x
x
x
16.99
12.56
16.68
33
CESSM3_Full Book.indd 33
16.99
12.56
16.68
Total
=
=
=
14.34
12.56
6.77
33.67
=
=
=
33.97
25.12
33.37
92.46
=
=
=
28.68
25.12
13.53
67.33
=
=
=
=
=
=
=
=
33.97
25.12
27.06
28.68
25.12
13.53
33.37
12.56
199.41
=
=
=
33.97
25.12
27.06
86.15
=
=
33.37
12.56
45.93
=
=
33.37
12.56
45.93
=
=
=
16.99
12.56
16.68
46.23
=
=
=
169.86
125.60
166.84
462.30
Plant
P C0002ICE
154.27
154.27
43.29
43.29
197.56
154.27
1,234.19
43.29
64.02
13.05
154.27
=
=
=
=
346.31
512.14
104.37
1,542.74
43.29
432.88
4,172.63
=
=
495.87
107.94
603.81
111.35
9.84
18.85
=
=
=
1,113.47
98.38
188.49
43.29
0.88
64.02
13.05
=
=
=
=
432.88
8.79
512.14
104.37
2,458.52
P C0006ICE
1
1
x
x
495.87
107.94
P C0009ICE
1
1
1
x
x
x
111.35
9.84
18.85
=
=
=
111.35
9.84
18.85
1
1
x
x
43.29
0.88
=
=
43.29
0.88
184.21
=
=
=
79.67
18.85
0.88
99.40
=
=
=
73.74
18.85
0.88
93.47
Grout Hole Plant Gang (Grouting rock or other artificial hard material)
Anchor Drilling Rig (Rock)
1
x
79.67
Compressor - 480 cfm
1
x
18.85
Bowsers (250 gallon water / fuel)
1
x
0.88
Grouting Rig (Anchorage Items)
1
x
9.84
=
=
=
=
79.67
18.85
0.88
9.84
109.24
Grout Hole Plant Gang (Drilling rock or other artificial hard material)
Anchor Drilling Rig (Rock)
1
x
Compressor - 480 cfm
1
x
Bowsers (250 gallon water / fuel)
1
x
79.67
18.85
0.88
P C0012ICE
1
1
1
x
x
x
73.74
18.85
0.88
34
23/08/2010 16:42:46
The rates in this section have been based on those supplied by a specialist sub-contractor and are
supplied without prejudice as guide prices only.
C1
Drilling for Grout Holes through Materials other than Rock or Artificial Hard Material
Note(s):
A sum of 1,750 for establishing on site all plant, equipment and staff and removing on
completion is included in the rates for drilling, assuming a total of 50nr holes.
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C1.1
Vertically downwards
C1.1.1
C1.1.1.01
0.18
8.32
16.82
25.14
43.81
C1.1.2
C1.1.2.01
0.20
9.25
18.69
27.94
48.67
C1.1.3
C1.1.3.01
0.22
10.17
20.56
30.73
53.54
C1.1.4
C1.1.4.01
0.25
11.56
23.36
34.92
60.84
C1.2
C1.2.1
C1.2.1.01
0.18
8.32
16.82
25.14
43.81
C1.2.2
C1.2.2.01
0.20
9.25
18.69
27.94
48.67
C1.2.3
C1.2.3.01
0.22
10.17
20.56
30.73
53.54
C1.2.4
C1.2.4.01
0.25
11.56
23.36
34.92
60.84
C1.3
C1.3.1
C1.3.1.01
0.18
8.32
16.82
25.14
43.81
C1.3.2
C1.3.2.01
0.20
9.25
18.69
27.94
48.67
C1.3.3
C1.3.3.01
0.22
10.17
20.56
30.73
53.54
C1.3.4
C1.3.4.01
0.25
11.56
23.36
34.92
60.84
C1.4
C1.4.1
C1.4.1.01
0.30
13.87
28.04
41.91
73.01
C1.4.2
C1.4.2.01
0.35
16.18
32.71
48.89
85.18
C1.4.3
C1.4.3.01
0.40
18.49
37.38
55.87
97.35
C1.4.4
C1.4.4.01
0.50
23.11
46.73
69.84
121.69
35
CESSM3_Full Book.indd 35
C1
Drilling for Grout Holes through Materials other than Rock or Artificial Hard Material
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C1.5
C1.5.1
C1.5.1.01
0.30
13.87
28.04
41.91
73.01
C1.5.2
C1.5.2.01
0.35
16.18
32.71
48.89
85.18
C1.5.3
C1.5.3.01
0.40
18.49
37.38
55.87
97.35
C1.5.4
C1.5.4.01
0.50
23.11
46.73
69.84
121.69
C2
Note(s):
A sum of 1,750 for establishing on site all plant, equipment and staff and removing on
completion is included in the rates for drilling, assuming a total of 50nr holes.
C2.1
Vertically downwards
C2.1.1
C2.1.1.01
0.16
7.40
15.90
23.30
38.94
C2.1.2
C2.1.2.01
0.20
9.25
19.88
29.13
48.67
C2.1.3
C2.1.3.01
0.24
11.10
23.85
34.95
58.41
C2.1.4
C2.1.4.01
0.30
13.87
29.82
43.69
73.01
C2.2
C2.2.1
C2.2.1.01
0.16
7.40
15.90
23.30
38.94
C2.2.2
C2.2.2.01
0.20
9.25
19.88
29.13
48.67
C2.2.3
C2.2.3.01
0.24
11.10
23.85
34.95
58.41
C2.2.4
C2.2.4.01
0.30
13.87
29.82
43.69
73.01
C2.3
C2.3.1
C2.3.1.01
0.16
7.40
15.90
23.30
38.94
C2.3.2
C2.3.2.01
0.20
9.25
19.88
29.13
48.67
C2.3.3
C2.3.3.01
0.24
11.10
23.85
34.95
58.41
C2.3.4
C2.3.4.01
0.30
13.87
29.82
43.69
73.01
36
23/08/2010 16:42:48
C2
Drilling for Grout Holes through Rock or Artificial Hard Material continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C2.4
C2.4.1
C2.4.1.01
0.27
12.48
26.84
39.32
65.71
C2.4.2
C2.4.2.01
0.30
13.87
29.82
43.69
73.01
C2.4.3
C2.4.3.01
0.35
16.18
34.79
50.97
85.18
C2.4.4
C2.4.4.01
0.40
18.49
39.76
58.25
97.35
C2.5
C2.5.1
C2.5.1.01
0.38
17.57
37.77
55.34
92.48
C2.5.2
C2.5.2.01
0.45
20.80
44.73
65.53
109.52
C2.5.3
C2.5.3.01
0.51
23.58
50.69
74.27
124.12
C2.5.4
C2.5.4.01
0.60
27.74
59.63
87.37
146.02
C4
Grout Holes
C4.1
Number of holes
C4.1.1
C4.1.1.01
Generally
Number of holes
Nr
0.75
34.67
81.92
116.59
182.53
C4.2
Number of stages
C4.2.1
C4.2.1.01
Generally
Number of stages (4nr)
Nr
0.25
11.56
27.31
38.87
60.84
C4.3
C4.3.1
C4.3.1.01
Generally
Single water pressure test
Nr
0.25
11.56
8.51
20.07
27.50
C4.4
C4.4.1
C4.4.1.01
Generally
Multiple water pressure test
Nr
0.50
23.11
17.01
40.12
55.00
C5
Note(s):
A sum of 3,000 for establishing on site all plant, equipment and staff and removing on
completion is included in the rates for 'number of injections', assuming 50nr injections.
C5.1
Materials
C5.1.1
C5.1.1.01
Cement
Generally
Tonne
150.12
150.12
220.28
C5.1.2
C5.1.2.01
Tonne
200.00
200.00
420.00
37
CESSM3_Full Book.indd 37
C5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C5.1
Materials
C5.1.3
C5.1.3.01
Sand
Generally
Tonne
16.10
16.10
5.00
C5.1.4
C5.1.4.01
Pea gravel
Generally
Tonne
24.03
24.03
5.00
C5.1.5
C5.1.5.01
Bentonite
Generally
Tonne
300.00
300.00
1,300.00
C5.1.6
C5.1.6.01
C5.1.6.02
C5.1.6.03
C5.1.6.04
Chemicals
Colloidal Silica Chemical Grout
Sodium Silicate Chemical Grout
Acrylic Resin Chemical Grout
Polyurethane Resin Chemical Grout
Tonne
Tonne
Tonne
Tonne
3,155.00
1,780.00
4,040.00
7,609.00
3,155.00
1,780.00
4,040.00
7,609.00
2,260.00
1,780.00
1,300.00
2,000.00
C5.2
Injection
C5.2.1
C5.2.1.01
Number of injections
Injection
Nr
0.02
14.33
165.33
179.66
119.99
C6
Diaphragm Walls
Note(s):
A sum of 82,500 for establishing on site all plant, equipment and staff and removing on
completion is included in the rates for excavation, assuming 1000m3 of excavation.
Diaphragm walls cannot comply with watertight structures codes and the degree of
watertightness achievable must always be qualified.
C6.1
C6.1.1
C6.1.1.01
m3
0.33
28.69
71.80
60.00
160.49
322.65
m3
0.33
28.69
71.80
60.00
160.49
322.65
m3
0.33
28.69
71.80
60.00
160.49
322.65
m3
0.20
10.10
4.33
87.88
102.31
286.51
C6.1.2
C6.1.2.01
C6.1.3
C6.1.3.01
C6.4
Concrete
C6.4.1
C6.4.1.01
C6.5
C6.5.3
C6.5.3.01
Tonne
10.00
459.30
664.50
1,123.80
1,710.00
C6.5.5
C6.5.5.01
Tonne
8.00
367.44
612.65
980.09
1,710.00
38
23/08/2010 16:42:50
C6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C6.5
C6.5.6
C6.5.6.01
Tonne
8.00
367.44
612.65
980.09
1,710.00
C6.5.7
C6.5.7.01
Tonne
8.00
367.44
612.23
979.67
1,710.00
C6.6
C6.6.3
C6.6.3.01
Tonne
10.00
459.30
594.32
1,053.62
1,710.00
C6.6.5
C6.6.5.01
Tonne
8.00
367.44
547.95
915.39
1,710.00
C6.6.6
C6.6.6.01
Tonne
8.00
367.44
547.95
915.39
1,710.00
C6.6.7
C6.6.7.01
Tonne
8.00
367.44
547.95
915.39
1,710.00
C6.7
Waterproofed joints
C6.7.1
C6.7.1.01
Waterproofed joints
Generally
Joint
2.00
87.17
3.55
15.07
105.79
30.68
C6.8
Guided Walls
C6.8.1
C6.8.1.01
0.50
99.70
8.66
340.14
448.50
1,086.02
C7
Ground Anchorages
Note(s):
1) Ground anchors are commonly used to tie back steel sheet piling or other forms of support to
the sides of major excavations or waterside structures in order to leave the front face of the
support free from obstructions. The tendons which can be steel cable or bar are anchored into
the ground behind the support wall by either attaching to a 'deadman' anchor or drilling a bore
into the ground inserting the tendon with a suitable end plate and grouting the hole. The free
end of the tendon is then joined to the support wall and tensioned to a stress exceeding that of
the load to be carried. Anchors can be temporary or permanent.
2) In the following examples ready fabricated anchorage assemblies between 5m and 10m long,
complete with corrosion protection are inserted into the previuosly bored holes and then ground
into position.
3) A sum of 5,000 for establishing on site all plant, equipment and staff and removing on
completion is included in the rates for 'number of ground anchorages', assuming a total of 50nr
ground anchorages.
4) The rates for total length of tendons include drilling, temporary casing, supply of tendon and
grouting in.
C7.1
Number in material other than rock or artificial hard material to a stated maximum depth
C7.1.1
C7.1.1.01
Temporary
to a maximum depth of 15m
Nr
0.02
9.25
49.17
58.42
55.74
C7.1.2
C7.1.2.01
Nr
0.02
9.25
49.17
58.42
55.74
C7.1.3
C7.1.3.01
0.02
9.25
49.17
58.42
55.74
39
CESSM3_Full Book.indd 39
C7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C7.1
Number in material other than rock or artificial hard material to a stated maximum depth
C7.1.4
C7.1.4.01
Permanent
to a maximum depth of 15m
Nr
0.02
9.25
49.17
58.42
55.74
C7.1.5
C7.1.5.01
Nr
0.02
9.25
49.17
58.42
55.74
C7.1.6
C7.1.6.01
0.02
9.25
49.17
58.42
55.74
C7.2
Total length of tendons in material other than rock or artificial hard material
C7.2.1
C7.2.1.01
Temporary
to a maximum depth of 15m
0.15
6.70
26.71
35.95
69.36
64.60
C7.2.2
C7.2.2.01
0.15
6.70
26.71
35.95
69.36
64.60
C7.2.3
C7.2.3.01
0.15
6.70
26.71
35.95
69.36
64.60
C7.2.4
C7.2.4.01
Permanent
to a maximum depth of 15m
0.15
6.70
26.71
50.03
83.44
69.51
C7.2.5
C7.2.5.01
0.15
6.70
26.71
50.03
83.44
69.51
C7.2.6
C7.2.6.01
0.15
6.70
26.71
50.03
83.44
69.51
C7.3
Number in material which includes rock or artificial hard material in a stated maximum
C7.3.1
C7.3.1.01
Temporary
to a maximum depth of 15m
Nr
0.02
9.25
49.17
58.42
55.74
C7.3.2
C7.3.2.01
Nr
0.02
9.25
49.17
58.42
55.74
C7.3.3
C7.3.3.01
0.02
9.25
49.17
58.42
55.74
C7.3.4
C7.3.4.01
Permanent
to a maximum depth of 15m
Nr
0.02
9.25
49.17
58.42
55.74
C7.3.5
C7.3.5.01
Nr
0.02
9.25
49.17
58.42
55.74
C7.3.6
C7.3.6.01
0.02
9.25
49.17
58.42
55.74
C7.4
Total length of tendons in material which includes rock or artificial hard material
C7.4.1
C7.4.1.01
Temporary
to a maximum depth of 15m
0.15
6.70
26.71
43.76
77.17
64.60
C7.4.2
C7.4.2.01
0.15
6.70
26.71
43.76
77.17
64.60
C7.4.3
C7.4.3.01
0.15
6.70
26.71
43.76
77.17
64.60
C7.4.4
C7.4.4.01
Permanent
to a maximum depth of 15m
0.15
6.70
26.71
64.83
98.24
69.51
40
23/08/2010 16:42:53
C7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
C7.4
Total length of tendons in material which includes rock or artificial hard material
C7.4.5
C7.4.5.01
0.15
6.70
26.71
64.83
98.24
69.51
C7.4.6
C7.4.6.01
0.15
6.70
26.71
64.83
98.24
69.51
C8
Note(s):
A sum of 10,000 for establishing on site all plant, equipment and staff and removing on
completion is included in the rates for 'number of drains' assuming a total of 50nr sand drains.
C8.1
Number of drains
C8.1.3
C8.1.3.01
C8.2
C8.2.3
C8.2.3.01
C8.4
C8.4.2
C8.4.2.01
C8.4.4
C8.4.4.01
C8.5
C8.5.2
C8.5.2.01
Nr
0.02
11.46
83.45
94.91
73.67
Nr
0.02
11.46
83.45
94.91
73.67
0.02
1.57
3.36
0.27
5.20
3.28
0.02
1.94
4.15
1.13
7.22
4.29
0.02
1.57
3.36
0.27
5.20
3.28
C8.5.4
C8.5.4.01
0.03
2.31
4.94
1.13
8.38
5.05
C8.6
C8.6.2
C8.6.2.01
0.03
3.05
6.52
0.27
9.84
6.28
C8.6.4
C8.6.4.01
0.05
4.62
9.88
1.13
15.63
9.74
41
CESSM3_Full Book.indd 41
CESSM3_Full Book.indd 42
23/08/2010 16:42:54
CLASS D:
CESSM3_Full Book.indd 43
23/08/2010 16:42:54
CESSM3_Full Book.indd 44
23/08/2010 16:42:54
Qty
1
2
Rate
x
x
16.99
12.56
Total
=
=
16.99
25.12
42.11
=
=
=
=
28.68
47.97
4.86
2.66
84.17
=
=
=
=
=
=
28.68
47.97
4.86
2.66
3.52
33.98
121.67
Plant
P A1330ICE
1
1
1
3
x
x
x
x
28.68
47.97
4.86
0.89
1
1
1
3
1
1
45
CESSM3_Full Book.indd 45
x
x
x
x
x
x
28.68
47.97
4.86
0.89
3.52
33.98
General Clearance
Unit
Labour
Hours
D1.1
D1.1.1
D1.1.1.01
D1.1.1.02
Articles, objects and obstructions over the total area of the site
ha
Generally
8.00
Wooded areas including hedges and
small trees
ha
24.00
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
336.88
673.36
1,010.24
439.00
1,010.64
2,020.08
3,030.72
1,317.00
32.83
49.25
21.40
66.49
99.76
43.35
252.51
378.84
164.63
673.36
1,010.24
439.00
1,052.13
1,578.51
685.94
Kg
D2
Trees
D2.1
Girth: 500mm - 1m
D2.1.1
D2.1.1.01
D2.2
Girth: 1 - 2m
D2.2.1
D2.2.1.01
D2.3
Girth: 2 - 3m
D2.3.1
D2.3.1.01
D2.4
Girth: 3 - 4m
D2.4.1
D2.4.1.01
D2.5
Girth: exceeding 5m
D2.5.1
D2.5.1.01
D3
Stumps
D3.1
D3.1.1
D3.1.1.01
Clearance of stumps
Holes backfilled with topsoil from site
Nr
0.50
21.06
42.09
63.15
27.44
D3.1.1.02
Nr
0.60
25.27
50.50
75.77
32.93
D3.2
Diameter: 500mm - 1m
D3.2.1
D3.2.1.01
Clearance of stumps
Holes backfilled with topsoil from site
Nr
1.00
42.11
84.17
126.28
54.88
D3.2.1.02
Nr
1.20
50.53
101.00
151.53
65.85
46
23/08/2010 16:42:55
D3
Stumps continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
D3.3
Diameter: exceeding 1m
D3.3.1
D3.3.1.01
Nr
1.25
52.64
105.21
157.85
68.59
D3.3.1.02
Nr
1.50
63.16
126.26
189.42
82.31
Nr
27.32
1,150.45
2,299.52
3,449.97
1,499.19
D4
Buildings
D4.1
Brickwork
D4.1.6
D4.1.6.01
D5
Other Structures
D5.2
Concrete
D5.2.6
D5.2.6.01
Nr
159.00
6,695.49
13,383.03
20,078.52
8,725.13
Nr
175.00
7,369.25
14,729.75
22,099.00
9,603.13
Nr
6.00
252.66
505.02
757.68
329.25
3.28
9.49
12.77
5.43
D5.2.6.02
D5.5
Timber
D5.5.1
D5.5.1.01
D6
Pipelines
D6.1
D6.1.1
D6.1.1.01
47
CESSM3_Full Book.indd 47
D6
Pipelines continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
3.58
10.34
13.92
5.91
12.77
5.43
Kg
D6.1
D6.1.2
D6.1.2.01
D6.1.3
D6.1.3.01
Cast iron pipeline on metal supports at 2m centres suspended 1m above Final Surface.
m
Generally
0.08
3.28
9.49
D6.2
D6.2.1
D6.2.1.01
11.07
14.90
6.33
D6.2.2
D6.2.2.01
Cast iron pipeline on metal supports at 2m centres suspended 1m above Final Surface.
m
Generally
0.09
3.83
11.07
14.90
6.33
D6.3
D6.3.1
D6.3.1.01
11.56
15.56
6.61
D6.3.2
D6.3.2.01
Cast iron pipeline on metal supports at 2m centres suspended 1m above Final Surface.
m
Nominal bore: 600mm
0.10
4.00
11.56
15.56
6.61
D6.3.3
D6.3.3.01
D6.3.3.02
Ductile iron pipeline on concrete supports at 4m centres suspended 1m above Final Surface.
m
Nominal bore: 600mm
0.10
4.00
11.56
m
Nominal bore: 800mm
0.12
5.05
14.60
15.56
19.65
6.61
8.35
3.83
4.00
48
23/08/2010 16:42:58
CLASS E:
EARTHWORKS
CESSM3_Full Book.indd 49
23/08/2010 16:42:58
CESSM3_Full Book.indd 50
23/08/2010 16:42:58
Class E - Earthworks
Qty
1
1
1
Rate
x
x
x
16.99
12.56
13.53
1
0.5
x
x
14.34
14.34
1
1
x
x
14.34
12.56
1
3
x
x
16.99
12.56
Total
=
=
=
16.99
12.56
13.53
43.08
=
=
14.34
7.17
21.51
=
=
14.34
12.56
26.90
=
=
16.99
37.68
54.67
=
=
=
=
=
192.53
180.24
84.26
31.79
41.05
529.87
=
=
=
31.79
41.05
7.12
79.96
=
=
51.51
84.26
Plant
P A1120ICE
2
2
1
0.5
0.5
x
x
x
x
x
96.26
90.12
84.26
63.59
82.10
0.5
0.5
1
x
x
x
63.59
82.10
7.12
1
1
x
x
51.51
84.26
135.77
33.98
33.98
=
=
41.41
24.30
65.71
Trimming Plant Gang / preparation Plant Gang / spread and level Plant Gang
Crawler Tractor / Dozer - Cat 16H Grader
0.34
x
82.10
Hydraulic Excavator - Cat 320 96kW
0.34
x
33.98
Crawler Tractor / Dozer - Cat D6 LGP 160 Hp
0.34
x
48.61
=
=
=
27.92
11.55
16.53
56.00
33.98
P A1125ICE
1
0.5
51
CESSM3_Full Book.indd 51
x
x
41.41
48.61
Class E - Earthworks
P A1126ICE
56.35
1
1
x
x
3.27
28.68
1
1
1
x
x
x
4.58
14.95
2.47
169.04
169.04
=
=
3.27
28.68
31.95
=
=
=
4.58
14.95
2.47
22.00
52
23/08/2010 16:42:58
Class E - Earthworks
Class E - Earthworks
E2
Note(s):
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.68
29.29
360.30
389.59
300.46
E2.1
Topsoil
E2.1.1
E2.1.1.01
E2.2
E2.2.1
E2.2.1.01
E2.3
Rock
E2.3.1
E2.3.1.01
E2.4
E2.4.1
E2.4.1.01
E2.4.1.02
E2.5
E2.5.1
E2.5.1.01
E2.5.1.02
E3
E3.1
Topsoil
E3.1.1
E3.1.1.01
E3.2
E3.2.1
E3.2.1.01
m3
E3.2.2
E3.2.2.01
E3.2.3
E3.2.3.01
1000m3
Kg
1000m3
0.68
29.29
360.30
389.59
300.46
1000m3
8.30
357.56
5,321.01
5,678.57
4,307.21
11.95
2.39
12.29
2.56
9.78
1.96
m3
m3
0.01
0.00
0.34
0.17
m3
m3
0.01
0.02
0.34
0.69
14.43
24.11
14.77
24.80
7.94
13.83
m3
0.03
1.29
1.97
3.26
1.10
0.03
1.38
2.10
3.48
1.17
m3
0.03
1.38
2.10
3.48
1.17
m3
0.03
1.38
2.10
3.48
1.17
E3.2.4
E3.2.4.01
Maximum depth: 1 - 2m
Generally
m3
0.03
1.38
2.10
3.48
1.17
E3.2.5
E3.2.5.01
Maximum depth: 2 - 5m
Generally
m3
0.04
1.68
2.56
4.24
1.43
53
CESSM3_Full Book.indd 53
Class E - Earthworks
E3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
E3.2
E3.2.6
E3.2.6.01
m3
0.05
1.94
2.96
4.90
1.65
E3.2.7
E3.2.7.01
m3
0.05
2.15
3.29
5.44
1.83
E3.3
Rock
E3.3.1
E3.3.1.01
m3
0.14
4.52
6.14
10.66
4.09
m3
0.14
4.52
6.14
10.66
4.09
m3
0.15
4.84
6.58
11.42
4.38
Maximum depth: 1 - 2m
Rock, well broken, (excavation by
machines - using drill and blast ripper
gangs)
m3
0.17
5.49
7.46
12.95
4.96
Maximum depth: 2 - 5m
Rock, well broken, (excavation by
machines - using drill and blast ripper
gangs)
m3
0.21
6.78
9.21
15.99
6.13
E3.3.2
E3.3.2.01
E3.3.3
E3.3.3.01
E3.3.4
E3.3.4.01
E3.3.5
E3.3.5.01
E3.4
E3.4.1
E3.4.1.01
m3
0.34
14.65
11.55
26.20
4.99
E3.4.2
E3.4.2.01
Tarmacadam pavement
Generally
m3
0.17
7.32
5.78
13.10
2.50
E3.5
E3.5.1
E3.5.1.01
E3.5.1.02
m3
m3
0.34
0.51
14.65
21.97
33.89
47.78
48.54
69.75
17.44
24.84
E3.5.2
E3.5.2.01
E3.5.2.02
m3
m3
0.34
0.51
14.65
21.97
33.89
47.78
48.54
69.75
17.44
24.84
E3.5.3
E3.5.3.01
E3.5.3.02
m3
m3
0.34
0.51
14.65
21.97
33.89
47.78
48.54
69.75
17.44
24.84
E3.5.4
E3.5.4.01
Maximum depth: 1 - 2m
Plain concrete (using breaking gang)
m3
0.39
16.80
38.88
55.68
20.01
54
23/08/2010 16:43:01
Class E - Earthworks
E3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
55.44
80.43
28.72
E3.5
E3.5.4
E3.5.4.02
Maximum depth: 1 - 2m
Reinforced concrete
E4
General Excavation
Note(s):
HARD ROCK
m3
0.58
24.99
Kg
The following has been assumed for blasting of Hard Rock:1) Rock blasting in large open areas
2) The surface of the rock to be blasted has been cleaned of overburden and is suitable for access
of wagon drills.
3) The rock is good hard rock not badly fissured.
4) Sufficient blasting agent has been used to ensure a high level of fragmentation, enabling
straight forward excavation.
E4.1
Topsoil
E4.1.1
E4.1.1.01
E4.2
E4.2.1
E4.2.1.01
m3
E4.2.2
E4.2.2.01
E4.2.3
E4.2.3.01
m3
0.86
1.31
2.17
0.73
0.02
0.99
1.51
2.50
0.84
m3
0.02
0.99
1.51
2.50
0.84
m3
0.02
0.99
1.51
2.50
0.84
E4.2.4
E4.2.4.01
Maximum depth: 1 - 2m
Loaded into wagons
m3
0.03
1.25
1.91
3.16
1.06
E4.2.5
E4.2.5.01
Maximum depth: 2 - 5m
Loaded into wagons
m3
0.03
1.25
1.91
3.16
1.06
E4.2.6
E4.2.6.01
m3
0.04
1.51
2.30
3.81
1.28
E4.2.7
E4.2.7.01
m3
0.04
1.59
2.43
4.02
1.35
E4.3
Rock
E4.3.1
E4.3.1.01
m3
0.08
3.36
5.13
8.49
2.86
m3
0.82
34.29
51.74
0.53
86.56
29.61
m3
0.06
22.40
19.61
42.01
8.08
m3
0.06
20.62
18.06
38.68
7.44
E4.3.1.02
E4.3.1.03
E4.3.1.04
0.02
55
CESSM3_Full Book.indd 55
Class E - Earthworks
E4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m3
0.14
24.78
71.93
96.71
43.41
m3
0.09
3.66
5.59
9.25
3.11
m3
0.82
34.29
51.74
2.27
88.30
29.79
m3
0.07
24.53
21.48
46.01
8.85
m3
0.09
3.66
5.59
9.25
3.11
m3
0.84
35.19
53.10
2.27
90.56
30.56
m3
0.09
3.96
6.05
10.01
3.37
m3
0.87
36.10
54.46
2.27
92.83
31.34
m3
0.11
4.65
7.10
11.75
3.95
m3
0.89
37.00
55.82
2.27
95.09
32.12
10.19
5.10
23.11
11.56
4.41
2.20
Unit
E4.3
Rock
E4.3.1
E4.3.1.05
E4.3.2
E4.3.2.01
E4.3.2.02
E4.3.2.03
E4.3.3
E4.3.3.01
E4.3.3.02
E4.3.4
E4.3.4.01
E4.3.4.02
E4.3.5
E4.3.5.01
E4.3.5.02
Kg
E4.4
E4.4.1
E4.4.1.01
E4.4.1.02
E4.5
E4.5.1
E4.5.1.01
E4.5.1.02
m3
m3
0.60
0.92
20.99
32.19
19.71
30.23
40.70
62.42
10.98
16.84
E4.5.2
E4.5.2.01
E4.5.2.02
m3
m3
0.60
0.92
20.99
32.19
19.71
30.23
40.70
62.42
10.98
16.84
E4.5.3
E4.5.3.01
E4.5.3.02
m3
m3
0.60
0.92
20.99
32.19
19.71
30.23
40.70
62.42
10.98
16.84
m3
m3
0.30
0.15
12.92
6.46
56
23/08/2010 16:43:03
Class E - Earthworks
E4
Labour
Hours
Labour
Net
E4.5
E4.5.4
E4.5.4.01
E4.5.4.02
Maximum depth: 1 - 2m
Plain concrete (using breaking gang)
Reinforced concrete
E5
Excavation Ancillaries
E5.1
E5.1.1
E5.1.1.01
E5.1.1.02
Topsoil
Horizontal
Inclined at an angle of 10 - 45 degrees
to the horizontal
E5.1.2
E5.1.2.01
E5.1.2.02
E5.1.2.03
E5.1.3.04
E5.2
E5.2.1
E5.2.1.01
E5.2.1.02
Topsoil
Horizontal
Inclined at an angle of 10 - 45 degrees
to the horizontal
E5.1.3.03
E5.2.2
E5.2.2.01
E5.2.2.02
E5.2.2.03
E5.2.3
E5.2.3.01
E5.2.3.02
E5.2.3.04
E5.3
E5.3.1
E5.3.1.01
Topsoil
Remove from site (transporting to tip
distance 5km)
Remove from site (transporting to tip
distance 15km)
E5.2.3.03
E5.3.1.02
CO 2
Kg
27.29
35.69
25.63
33.51
52.92
69.20
14.28
18.67
m3
0.01
0.52
0.67
1.19
0.51
m3
0.01
0.52
0.67
1.19
0.51
0.52
0.67
1.19
0.51
0.52
0.67
1.19
0.51
0.65
0.84
1.49
0.64
m3
0.23
9.82
12.77
22.59
9.77
m3
0.23
9.82
12.77
22.59
9.77
m3
m3
0.33
0.43
14.13
18.44
18.36
23.96
32.49
42.40
14.06
18.35
m3
0.02
1.03
1.34
2.37
1.03
m3
0.02
1.03
1.34
2.37
1.03
1.03
1.34
2.37
1.03
1.03
1.34
2.37
1.03
1.21
1.57
2.78
1.20
m3
0.23
9.82
12.77
22.59
9.77
m3
0.23
9.82
12.77
22.59
9.77
m3
m3
0.33
0.43
14.13
18.44
18.36
23.96
32.49
42.40
14.06
18.35
m3
0.03
1.29
5.07
6.36
3.40
m3
0.08
3.23
12.68
15.91
8.50
57
CESSM3_Full Book.indd 57
Unit
Net
0.78
1.02
Materials
Net
m3
m3
E5.1.3
E5.1.3.01
E5.1.3.02
Plant
Net
Class E - Earthworks
E5
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m3
0.01
0.43
1.69
2.12
1.13
m3
0.02
0.65
2.54
3.19
1.70
1.29
5.07
6.36
3.40
3.23
12.68
15.91
8.50
0.43
1.69
2.12
1.13
0.65
2.54
3.19
1.70
Unit
E5.3
E5.3.1
E5.3.1.03
Topsoil
Stored on site for re-use; stockpiled at
sides of excavation
Stored on site for re-use; stockpiled
100m from excavation
E5.3.1.04
E5.3.2
E5.3.2.01
E5.3.2.02
E5.3.2.03
E5.3.2.04
E5.3.3
E5.3.3.01
E5.3.3.02
E5.3.3.03
E5.3.3.04
E5.3.4
E5.3.4.01
E5.3.4.02
m3
0.04
1.51
5.92
7.43
3.97
m3
0.08
3.45
13.52
16.97
9.07
m3
0.02
0.65
2.54
3.19
1.70
m3
0.02
0.86
3.38
4.24
2.27
m3
0.04
1.51
5.92
7.43
3.97
m3
0.08
3.45
13.52
16.97
9.07
m3
0.03
1.42
3.20
4.62
1.98
m3
0.04
1.68
4.22
5.90
2.66
m3
0.05
2.11
5.91
8.02
3.79
1000m3
2.68
115.45
1,420.02
1,535.47
1,184.16
1000m3
2.98
128.38
1,578.98
1,707.36
1,316.72
1000m3
3.38
145.61
1,790.93
1,936.54
1,493.46
1.42
3.20
4.62
1.98
1.68
4.22
5.90
2.66
2.11
5.91
8.02
3.79
E5.4
E5.4.1
E5.4.1.01
Topsoil
Removing from temporary stockpiles;
distance to place of disposal (using
general haulage gang) 30m
E5.4.1.02
E5.4.1.03
E5.4.1.04
E5.4.1.05
E5.4.1.06
E5.4.2
E5.4.2.01
E5.4.2.02
E5.4.2.03
Kg
58
23/08/2010 16:43:05
Class E - Earthworks
E5
Labour
Hours
E5.4
E5.4.2
E5.4.2.04
E5.4.2.05
E5.4.2.06
E5.4.3
E5.4.3.01
E5.4.3.02
E5.4.3.03
E5.4.3.04
E5.4.3.05
E5.4.3.06
E5.4.4
E5.4.4.01
E5.4.4.02
E5.4.4.03
E5.4.4.04
E5.4.4.05
E5.4.4.06
Rock
Removing from temporary stockpiles;
distance to place of disposal (using
general haulage gang) 30m
as above; distance to place of disposal
100m
as above; distance to place of disposal
500m
as above; distance to place of disposal
500m
as above; distance to place of disposal
750m
as above; distance to place of disposal
1000m
Stated artificial hard material
Removing from temporary stockpiles;
distance to place of disposal (using
general haulage gang) 30m
as above; distance to place of disposal
100m
as above; distance to place of disposal
500m
as above; distance to place of disposal
500m
as above; distance to place of disposal
750m
as above; distance to place of disposal
1000m
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
115.45
1,420.02
1,535.47
1,184.16
128.38
1,578.98
1,707.36
1,316.72
145.61
1,790.93
1,936.54
1,493.46
Kg
m3
0.09
3.79
6.82
10.61
3.99
m3
0.09
4.05
7.83
11.88
4.67
m3
0.10
4.48
9.52
14.00
5.80
1000m3
8.30
357.56
4,397.84
4,755.40
3,667.36
1000m3
8.60
370.49
4,556.80
4,927.29
3,799.92
1000m3
9.60
413.57
5,086.66
5,500.23
4,241.77
m3
0.09
3.79
6.82
10.61
3.99
m3
0.09
4.05
7.83
11.88
4.67
m3
0.10
4.48
9.52
14.00
5.80
1000m3
8.30
357.56
4,397.84
4,755.40
3,667.36
1000m3
8.60
370.49
4,556.80
4,927.29
3,799.92
1000m3
9.60
413.57
5,086.66
5,500.23
4,241.77
E6
Filling
Note(s):
Rates for filling include for spreading, levelling and compacting in layers where applicable (using
spread and level and general haulage gangs)
E6.1
To structures
E6.1.1
E6.1.1.01
E6.1.1.02
Excavated topsoil
Generally
Generally; taken from temporary
stockpile distance 100m
m3
0.01
0.47
0.62
1.09
0.47
m3
0.01
0.47
3.20
3.67
2.12
E6.1.2
E6.1.2.01
Imported topsoil
Generally
m3
0.01
0.47
0.62
18.04
19.13
34.05
E6.1.3
E6.1.3.01
0.65
1.89
2.54
1.00
59
CESSM3_Full Book.indd 59
Class E - Earthworks
E6
Filling continued...
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.42
3.92
5.34
2.36
1.42
4.65
6.07
2.76
0.65
1.89
2.54
1.00
1.42
3.92
5.34
2.36
1.42
4.65
6.07
2.76
0.01
0.47
1.89
23.09
25.45
54.72
0.01
0.47
1.89
22.80
25.16
9.00
0.01
0.47
1.89
24.40
26.76
9.00
m3
0.02
0.95
1.23
2.18
0.94
m3
0.06
2.58
4.31
6.89
2.66
m3
0.06
2.58
8.26
10.84
4.85
Unit
Labour
Hours
E6.1
To structures
E6.1.3
E6.1.3.02
E6.1.3.03
E6.1.4
E6.1.4.01
E6.1.4.02
E6.1.4.03
E6.1.5
E6.1.5.01
E6.1.5.02
E6.1.5.03
E6.1.6
E6.1.6.01
E6.1.6.02
E6.1.6.03
Kg
E6.1.7
E6.1.7.01
Imported rock
unscreened; maximum size 0.2m3
m3
0.02
0.73
2.77
22.59
26.09
8.96
E6.1.8
E6.1.8.01
m3
0.01
0.47
1.89
18.68
21.04
7.25
E6.2
Embankments
E6.2.1
E6.2.1.01
Excavated topsoil
Generally
1000m3
1.26
54.28
667.62
721.90
556.73
E6.2.1.02
1000m3
2.21
95.21
1,191.78
1,286.99
994.16
E6.2.2
E6.2.2.01
Imported topsoil
Generally
1000m3
1.26
54.28
100.76
18,040.00
18,195.04
33,665.64
E6.2.3
E6.2.3.01
84.44
156.74
241.18
133.21
E6.2.3.02
E6.2.3.03
E6.2.4
E6.2.4.01
1000m3
1.96
84.44
1,195.27
1,279.71
999.24
1000m3
2.64
113.73
1,555.57
1,669.30
1,299.70
84.44
156.74
241.18
133.21
60
23/08/2010 16:43:08
Class E - Earthworks
E6
Filling continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
E6.2
Embankments
E6.2.4
E6.2.4.02
84.44
1,195.27
1,279.71
999.24
113.73
1,555.57
1,669.30
1,299.70
E6.2.5
E6.2.5.01
1.96
84.44
266.48
14,430.00
14,780.92
33,797.22
E6.2.5.02
1000m3
1.96
84.44
266.48
22,800.00
23,150.92
8,217.22
1000m3
1.96
84.44
266.48
24,400.00
24,750.92
8,217.22
1000m3
3.92
168.87
313.48
482.35
266.42
E6.2.4.03
E6.2.5.03
E6.2.6
E6.2.6.01
Excavated rock
Generally
E6.2.6.02
1000m3
1.96
84.44
2,390.53
2,474.97
1,998.48
1000m3
10.26
442.00
2,390.53
2,832.53
1,998.48
E6.2.7
E6.2.7.01
Imported rock
unscreened; maximum size 0.2m3
1000m3
2.94
126.66
399.72
22,590.00
23,116.38
7,825.84
E6.3
General
E6.3.1
E6.3.1.01
E6.3.1.02
Excavated topsoil
Generally
taken from temporary stockpile
distance 100m (using spread and level
gang and general haulage gang)
m3
0.01
0.47
0.62
1.09
0.47
m3
0.01
0.47
3.20
3.67
2.12
E6.3.2
E6.3.2.01
Imported topsoil
Generally
m3
0.01
0.47
0.62
28.86
29.95
54.20
E6.3.3
E6.3.3.01
E6.3.3.02
1.42
1.67
3.09
0.83
1.42
3.53
4.95
2.07
1.42
4.25
5.67
2.47
1.42
1.67
3.09
0.83
1.42
3.53
4.95
2.07
1.42
4.25
5.67
2.47
0.47
0.62
23.09
24.18
54.20
E6.2.6.03
E6.3.3.03
E6.3.4
E6.3.4.01
E6.3.4.02
E6.3.4.03
E6.3.5
E6.3.5.01
0.01
61
CESSM3_Full Book.indd 61
Class E - Earthworks
E6
Filling continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.01
0.47
1.67
22.80
24.94
8.83
0.01
0.47
1.67
24.40
26.54
8.83
m3
0.03
1.42
2.96
4.38
1.81
m3
0.03
1.42
4.82
6.24
3.06
m3
0.03
1.46
7.05
8.51
4.30
m3
0.02
0.73
2.49
22.59
25.81
8.74
m2
0.01
0.09
0.11
0.20
0.09
m2
m2
0.01
0.01
0.09
0.09
0.52
0.11
0.61
0.20
0.35
0.09
m2
m2
0.01
0.01
0.09
0.13
0.58
0.17
0.67
0.30
0.39
0.13
m2
m2
0.01
0.01
0.13
0.13
0.87
0.17
1.00
0.30
0.58
0.13
m2
m2
0.01
0.01
0.13
0.17
0.87
0.22
1.00
0.39
0.58
0.17
m2
m2
0.01
0.01
0.17
0.22
1.16
0.28
1.33
0.50
0.77
0.21
m2
0.01
0.22
1.45
1.67
0.96
m2
m2
m2
m2
m2
m2
Unit
E6.3
General
E6.3.5
E6.3.5.02
E6.3.5.03
E6.3.6
E6.3.6.01
E6.3.6.02
E6.3.6.03
Excavated rock
Generally
including transporting directly from
point of excavation distance 100m
taken from temporary stockpile
distance 100m
E6.3.7
E6.3.7.01
Imported rock
unscreened; maximum size 0.2m3
E6.4
E6.4.1
E6.4.1.01
E6.4.1.02
Excavated topsoil
100mm depth; Generally
100mm depth; taken from temporary
stockpile distance 100m
150mm depth; Generally
150mm depth; taken from temporary
stockpile distance 100m
200mm depth; Generally
200mm depth; taken from temporary
stockpile distance 100m
250mm depth; Generally
250mm depth; taken from temporary
stockpile distance 100m
300mm depth; Generally
300mm depth; taken from temporary
stockpile distance 100m
500mm depth; Generally
500mm depth; taken from temporary
stockpile distance 100m
E6.4.1.03
E6.4.1.04
E6.4.1.05
E6.4.1.06
E6.4.1.07
E6.4.1.08
E6.4.1.09
E6.4.1.10
E6.4.1.11
E6.4.1.12
Kg
E6.4.2
E6.4.2.01
E6.4.2.02
E6.4.2.03
E6.4.2.04
E6.4.2.05
E6.4.2.06
Imported topsoil
100mm depth; Imported topsoil
150mm depth; Imported topsoil
200mm depth; Imported topsoil
250mm depth; Imported topsoil
300mm depth; Imported topsoil
500mm depth; Imported topsoil
0.01
0.01
0.01
0.01
0.01
0.01
0.09
0.09
0.13
0.13
0.17
0.22
0.11
0.11
0.17
0.17
0.22
0.28
5.77
5.77
7.22
8.08
9.74
14.43
5.97
5.97
7.52
8.38
10.13
14.93
10.83
10.83
13.56
15.17
18.30
27.08
E6.4.3
E6.4.3.01
0.26
0.30
0.56
0.15
62
23/08/2010 16:43:11
Class E - Earthworks
E6
Filling continued...
Unit
Labour
Hours
E6.4
E6.4.3
E6.4.3.02
E6.4.3.03
E6.4.3.04
E6.4.3.05
E6.4.3.06
E6.4.3.07
E6.4.3.08
E6.4.3.09
E6.4.3.10
E6.4.3.11
E6.4.3.12
E6.4.3.13
E6.4.3.14
63
CESSM3_Full Book.indd 63
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.26
0.64
0.90
0.38
0.26
0.77
1.03
0.45
0.30
0.34
0.64
0.16
0.30
0.67
0.97
0.39
0.30
0.81
1.11
0.46
0.34
0.42
0.76
0.21
0.34
0.93
1.27
0.55
0.34
1.13
1.47
0.66
0.39
0.46
0.85
0.23
0.39
0.68
1.07
0.47
0.39
1.16
1.55
0.67
0.47
0.58
1.05
0.29
0.47
1.25
1.72
0.74
Kg
Class E - Earthworks
E6
Filling continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.47
1.51
1.98
0.89
0.69
0.79
1.48
0.39
0.69
1.64
2.33
0.95
0.69
1.96
2.65
1.14
0.01
0.26
0.30
0.56
0.15
0.01
0.26
0.64
0.90
0.38
0.01
0.26
0.77
1.03
0.45
0.01
0.30
0.34
0.64
0.16
0.01
0.30
0.67
0.97
0.39
0.01
0.30
0.81
1.11
0.46
0.01
0.34
0.42
0.76
0.21
0.01
0.34
0.93
1.27
0.55
0.01
0.34
1.13
1.47
0.66
E6.4
E6.4.3
E6.4.3.15
E6.4.3.16
E6.4.3.17
E6.4.3.18
E6.4.4
E6.4.4.01
E6.4.4.02
E6.4.4.03
E6.4.4.04
E6.4.4.05
E6.4.4.06
E6.4.4.07
E6.4.4.08
E6.4.4.09
Kg
64
23/08/2010 16:43:12
Class E - Earthworks
E6
Filling continued...
Unit
E6.4
E6.4.4
E6.4.4.10
E6.4.4.11
E6.4.4.12
E6.4.4.13
E6.4.4.14
E6.4.4.15
E6.4.4.16
E6.4.4.17
E6.4.4.18
E6.4.5
E6.4.5.01
E6.4.5.02
E6.4.5.03
E6.4.5.04
E6.4.5.05
E6.4.5.06
E6.4.5.07
E6.4.5.08
E6.4.5.09
E6.4.5.10
E6.4.5.11
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.01
0.39
0.46
0.85
0.23
0.01
0.39
0.96
1.35
0.57
0.01
0.39
1.16
1.55
0.67
0.01
0.47
0.58
1.05
0.29
0.01
0.47
1.25
1.72
0.74
0.01
0.47
1.51
1.98
0.89
0.02
0.69
0.79
1.48
0.39
0.02
0.69
1.64
2.33
0.95
0.02
0.69
1.96
2.65
1.14
0.01
0.09
0.30
4.62
5.01
10.90
0.01
0.09
0.30
4.56
4.95
1.75
0.01
0.01
0.09
0.09
0.30
0.34
4.88
4.62
5.27
5.05
1.75
10.91
0.01
0.09
0.34
4.56
4.99
1.76
0.01
0.01
0.09
0.13
0.34
0.17
4.88
5.77
5.31
6.07
1.76
13.56
0.01
0.13
0.42
5.70
6.25
2.21
0.01
0.01
0.13
0.13
0.17
0.46
4.88
5.28
1.76
6.49
7.08
15.34
0.01
0.13
0.46
6.41
7.00
2.48
65
CESSM3_Full Book.indd 65
Kg
Class E - Earthworks
E6
Filling continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.01
0.01
0.13
0.17
0.46
0.58
6.86
7.79
7.45
8.54
2.48
18.42
0.01
0.17
0.58
7.70
8.45
2.99
0.01
0.02
0.17
0.69
0.58
0.79
8.24
11.54
8.99
13.02
2.99
27.25
0.02
0.69
0.79
11.40
12.88
4.39
0.02
0.69
0.79
12.20
13.68
4.39
m2
0.01
0.13
0.53
0.66
0.32
m2
0.01
0.26
0.87
1.13
0.55
m2
m2
0.01
0.01
0.26
0.30
1.26
0.62
1.52
0.92
0.77
0.38
m2
0.01
0.30
0.95
1.25
0.60
m2
m2
0.01
0.01
0.30
0.34
1.41
0.76
1.71
1.10
0.86
0.47
m2
0.01
0.34
1.27
1.61
0.81
m2
m2
0.01
0.01
0.34
0.39
1.86
0.56
2.20
0.95
1.14
0.43
m2
0.01
0.39
1.35
1.74
0.87
m2
m2
0.01
0.01
0.39
0.47
2.01
0.97
2.40
1.44
1.23
0.59
m2
0.01
0.47
0.68
1.15
0.45
m2
m2
0.01
0.02
0.47
0.69
2.37
1.46
2.84
2.15
1.45
0.90
m2
0.02
0.69
2.48
4.33
2.20
Unit
E6.4
E6.4.5
E6.4.5.12
E6.4.5.13
E6.4.5.14
E6.4.5.15
E6.4.5.16
E6.4.5.17
E6.4.5.18
E6.4.6
E6.4.6.01
E6.4.6.02
E6.4.6.03
E6.4.6.04
E6.4.6.05
E6.4.6.06
E6.4.6.07
E6.4.6.08
E6.4.6.09
E6.4.6.10
E6.4.6.11
E6.4.6.12
E6.4.6.13
E6.4.6.14
E6.4.6.15
E6.4.6.16
E6.4.6.17
Excavated rock
100mm depth; Excavated rock
100mm depth; Excavated rock;
including transporting directly from
point of excavation distance 100m
100mm depth; Excavated rock; taken
from temporary stockpile distance 100m
150mm depth; Excavated rock
150mm depth; Excavated rock;
including transporting directly from
point of excavation distance 100m
150mm depth; Excavated rock; taken
from temporary stockpile distance 100m
200mm depth; Excavated rock
200mm depth; Excavated rock;
including transporting directly from
point of excavation distance 100m
200mm depth; Excavated rock; taken
from temporary stockpile distance 100m
250mm depth; Excavated rock
250mm depth; Excavated rock;
including transporting directly from
point of excavation distance 100m
250mm depth; Excavated rock; taken
from temporary stockpile distance 100m
300mm depth; Excavated rock
300mm depth; Excavated rock;
including transporting directly from
point of excavation distance 100m
300mm depth; Excavated rock; taken
from temporary stockpile distance 100m
500mm depth; Excavated rock
500mm depth; Excavated rock;
including transporting directly
from point of excavation
distance 100m
Kg
66
23/08/2010 16:43:14
Class E - Earthworks
E6
Filling continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.02
0.73
3.59
4.32
2.20
m2
0.01
0.56
0.73
1.29
0.56
m2
0.01
0.60
0.78
1.38
0.60
m2
0.02
0.82
1.06
1.88
0.81
0.56
0.73
1.29
0.56
0.60
0.78
1.38
0.60
0.82
1.06
1.88
0.81
Unit
E6.4
E6.4.6
E6.4.6.18
Excavated rock
500mm depth; Excavated rock; taken
from temporary stockpile distance 100m
E7
Filling Ancillaries
E7.1
E7.1.1
E7.1.1.01
E7.1.1.02
Topsoil
Horizontal
Inclined at an angle of 10-45 degrees
to the horizontal
Inclined at an angle of 45-90 degrees
to the horizontal
E7.1.1.03
E7.1.2
E7.1.2.01
E7.1.2.02
E7.1.2.03
E7.1.3
E7.1.3.01
E7.1.3.02
E7.1.3.03
E7.1.4
E7.1.4.01
E7.1.4.02
E7.1.4.03
E7.2
E7.2.1
E7.2.1.01
E7.2.1.02
Topsoil
Horizontal
Inclined at an angle of 10-45 degrees
to the horizontal
Inclined at an angle of 45-90 degrees
to the horizontal
E7.2.1.03
E7.2.2
E7.2.2.01
E7.2.2.02
E7.2.2.03
E7.2.3
E7.2.3.01
E7.2.3.02
m2
0.23
9.91
12.88
22.79
9.86
m2
0.25
10.90
14.17
25.07
10.84
m2
0.37
16.07
20.88
36.95
15.99
m2
0.23
9.91
12.88
22.79
9.86
m2
0.25
10.90
14.17
25.07
10.84
m2
0.37
16.07
20.88
36.95
15.99
m2
0.02
0.99
1.29
2.28
0.99
m2
0.03
1.08
1.40
2.48
1.07
m2
0.03
1.25
1.62
2.87
1.24
0.99
1.29
2.28
0.99
1.08
1.40
2.48
1.07
1.25
1.62
2.87
1.24
m2
0.14
6.03
7.84
13.87
6.00
m2
0.15
6.55
8.51
15.06
6.52
67
CESSM3_Full Book.indd 67
Kg
Class E - Earthworks
E7
Filling continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.20
8.57
11.14
19.71
8.53
m2
0.14
6.03
7.84
13.87
6.00
m2
0.15
6.46
8.40
14.86
6.43
m2
0.20
8.62
11.20
19.82
8.57
E7.3
Geotextiles
E7.3.1
E7.3.1.01
0.01
0.01
0.02
0.02
0.38
0.60
0.82
1.04
2.19
2.19
2.19
2.19
2.57
2.79
3.01
3.23
1.10
1.10
1.10
1.10
5.84
6.16
8.85
2.61
2.61
2.63
Unit
E7.2
E7.2.3
E7.2.3.03
Rock
Inclined at an angle of 45-90 degrees
to the horizontal
E7.2.4
E7.2.4.01
E7.2.4.02
E7.2.4.03
E7.3.1.02
E7.3.1.03
E7.3.1.04
E8
Landscaping
Note(s):
E8.1
Turfing
E8.1.1
E8.1.1.02
E8.1.1.03
Turfing with turf PC 2.50 per m2 ; laid with broken joints; rolling, watering, weeding, cutting, returfing
until established
Laid upon a surface inclined at an angle
to the horizontal; not exceeding 10
degrees
m2
0.12
3.34
2.50
as above; 10 - 45 degrees
m2
0.14
3.66
2.50
as above; 45 - 90 degrees
m2
0.24
6.35
2.50
E8.3
E8.3.1
E8.3.1.02
E8.3.1.03
Seeding with grass seed PC 125 per 25 kg; sowing by hand at the rate of 0.05kg per m2 ; watering,
weeding, raking, rolling, cutting, re-seeding until established
Laid upon a surface inclined at an angle
to the horizontal; not exceeding 10
degrees
m2
0.01
0.11
2.50
as above; 10 - 45 degrees
m2
0.01
0.11
2.50
as above; 45 - 90 degrees
m2
0.01
0.13
2.50
E8.5
E8.5.1
E8.5.1.01
E8.1.1.01
E8.3.1.01
Kg
3.50
2.90
6.40
E8.6
E8.6.1
E8.6.1.01
E8.6.1.02
Trees including 50 x 50mm treated wrought softwood stakes and PVC ties
Nr
Medium; PC 25 Per Nr
0.18
4.84
Nr
Large; PC 50 Per Nr
0.24
6.46
25.00
50.00
29.84
56.46
68
23/08/2010 16:43:17
Class E - Earthworks
E8
Landscaping continued...
Unit
Labour
Hours
Labour
Net
E8.6
E8.6.1
E8.6.1.03
Trees including 50 x 50mm treated wrought softwood stakes and PVC ties
Mature trees 10m high; PC 170 Per
Nr; 3 Nr 100mm diameter treated
hardwood stakes; galvanised twisted
wire ties and PVC collars
Nr
1.54
41.43
Plant
Net
Materials
Net
Unit
Net
CO 2
170.00
211.43
Kg
E8.7
E8.7.1
E8.7.1.01
Single row
Hedges, privet; PC 0.85 Per Nr;
300mm centres
as above; 450mm centres
as above; 600mm centres
m
m
m
0.07
0.05
0.04
1.88
1.35
1.08
2.55
1.91
1.27
4.43
3.26
2.35
Double row
Hedges, beech; staggered PC 0.85
Per Nr; 300mm centres
as above; 450mm centres
as above; 600mm centres
m
m
m
0.14
0.09
0.07
3.77
2.42
1.88
4.74
3.56
1.19
8.51
5.98
3.07
E8.7.1.02
E8.7.1.03
E8.7.2
E8.7.2.01
E8.7.2.02
E8.7.2.03
69
CESSM3_Full Book.indd 69
CESSM3_Full Book.indd 70
23/08/2010 16:43:18
CLASS F:
IN SITU CONCRETE
CESSM3_Full Book.indd 71
23/08/2010 16:43:19
CESSM3_Full Book.indd 72
23/08/2010 16:43:19
Qty
1
1
0.5
Rate
x
x
x
14.34
12.56
13.53
1
4
0.25
1
0.5
x
x
x
x
x
14.34
12.56
13.53
16.99
16.68
Total
=
=
=
14.34
12.56
6.77
33.67
=
=
=
=
=
14.34
50.24
3.38
16.99
8.34
93.29
Plant
P A1150ICE
1
1
x
x
37.36
2.47
=
=
37.36
2.47
1
1
1
1
x
x
x
x
43.29
28.68
10.81
0.35
=
=
=
=
43.29
28.68
10.81
0.35
122.96
=
=
=
=
=
=
3.74
1.41
2.47
3.52
10.45
14.95
36.54
3
2
1
1
0.25
1
73
CESSM3_Full Book.indd 73
x
x
x
x
x
x
1.25
0.71
2.47
3.52
41.78
14.95
Provision of Concrete
1) The prices are based on site mixed concrete pumped from the batching plant to the point of
placing.
2) The alternative means of transporting the concrete from the batching plant by dumpers or
agitator trucks would be covered by the prices shown given similar conditions.
3) The rates quoted are for medium workability. If high workability is necessary becuase of high
reinforcing stell and / or duct content than an addition of 5.5% to the rates will be an adequate
indication of the cost.
4) Ground granulated blast furnance slag delivered to the site in bulk = 17.46 tonne.
5) It is usual practice to mix the blast furnance slag with OPC in the following proportions:
30% blast furnance 70% OPC
40% blast furnnace 60% OPC
F1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F1.1
ST1
F1.1.3
F1.1.3.01
F1.1.3.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
59.35
64.41
90.67
95.73
216.00
241.55
F1.1.4
F1.1.4.01
F1.1.4.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
61.02
62.19
92.34
93.51
216.17
216.00
F1.2
ST2
F1.2.3
F1.2.3.01
F1.2.3.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
65.72
67.84
97.04
99.16
267.12
267.12
F1.2.4
F1.2.4.01
F1.2.4.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
63.70
65.58
95.02
96.90
239.19
239.19
F1.3
ST3
F1.3.3
F1.3.3.01
F1.3.3.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
68.98
71.34
100.30
102.66
295.17
295.17
F1.3.4
F1.3.4.01
F1.3.4.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
67.53
69.71
98.85
101.03
273.73
273.73
F1.4
ST4
F1.4.1
F1.4.1.01
F1.4.1.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
79.97
82.97
111.29
114.29
371.07
371.07
F1.4.2
F1.4.2.01
F1.4.2.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
76.35
79.16
107.67
110.48
347.15
347.15
74
23/08/2010 16:43:20
F1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F1.4
ST4
F1.4.3
F1.4.3.01
F1.4.3.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
74.20
76.91
105.52
108.23
336.42
336.42
F1.4.4
F1.4.4.01
F1.4.4.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
72.40
74.90
103.72
106.22
312.50
312.50
F1.4.7
F1.4.7.01
m3
0.20
6.73
24.59
74.44
105.76
336.42
F1.4.8
F1.4.8.01
m3
0.20
6.73
24.59
72.61
103.93
312.50
F1.5
ST5
F1.5.1
F1.5.1.01
F1.5.1.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
86.70
90.14
118.02
121.46
423.06
423.06
F1.5.2
F1.5.2.01
F1.5.2.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
83.68
85.10
115.00
116.42
406.55
394.10
F1.5.3
F1.5.3.01
F1.5.3.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
77.86
80.81
109.18
112.13
365.30
365.30
F1.5.4
F1.5.4.01
F1.5.4.02
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
74.80
77.47
106.12
108.79
331.47
331.47
F1.5.7
F1.5.7.01
m3
0.20
6.73
24.59
78.11
109.43
365.30
F1.5.8
F1.5.8.01
m3
0.20
6.73
24.59
75.03
106.35
331.47
F2
F2.4
Grade: C20
F2.4.1
F2.4.1.01
m3
0.20
6.73
24.59
91.25
122.57
459.34
F2.4.2
F2.4.2.01
m3
0.20
6.73
24.59
85.78
117.10
422.22
F2.4.3
F2.4.3.01
m3
0.20
6.73
24.59
80.33
111.65
384.27
F2.4.4
F2.4.4.01
m3
0.20
6.73
24.59
76.79
108.11
347.14
75
CESSM3_Full Book.indd 75
F2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F2.4
Grade: C20
F2.4.5
F2.4.5.01
m3
0.20
6.73
24.59
89.17
120.49
442.84
F2.4.6
F2.4.6.01
m3
0.20
6.73
24.59
86.21
117.53
425.52
F2.4.7
F2.4.7.01
m3
0.20
6.73
24.59
80.28
111.60
382.62
F2.4.8
F2.4.8.01
m3
0.20
6.73
24.59
77.10
108.42
347.14
F2.5
Grade: C25
F2.5.1
F2.5.1.01
m3
0.20
6.73
24.59
101.47
132.79
541.07
F2.5.2
F2.5.2.01
m3
0.20
6.73
24.59
94.46
125.78
491.51
F2.5.3
F2.5.3.01
m3
0.20
6.73
24.59
85.34
116.66
422.22
F2.5.4
F2.5.4.01
m3
0.20
6.73
24.59
81.58
112.90
384.27
F2.6
Grade: C30
F2.6.1
F2.6.1.01
m3
0.20
6.73
24.59
94.23
125.55
485.74
F2.6.2
F2.6.2.01
m3
0.20
6.73
24.59
91.11
122.43
466.77
F2.6.3
F2.6.3.01
m3
0.20
6.73
24.59
86.99
118.31
437.89
F2.6.4
F2.6.4.01
m3
0.20
6.73
24.59
80.89
112.21
379.32
F4
F4.1
F4.1.1
F4.1.1.01
F4.1.1.02
F4.1.1.03
F4.1.1.04
F4.1.1.05
F4.1.1.06
F4.1.2
F4.1.2.01
m3
m3
m3
0.20
0.20
0.20
6.73
6.73
6.73
24.59
24.59
24.59
79.97
86.70
91.44
111.29
118.02
122.76
371.07
423.06
463.47
m3
m3
m3
0.20
0.20
0.20
6.73
6.73
6.73
24.59
24.59
24.59
82.97
90.14
95.23
114.29
121.46
126.55
371.07
423.06
463.47
m3
0.20
6.73
24.59
75.17
106.49
338.85
76
23/08/2010 16:43:24
F4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m3
m3
0.20
0.20
6.73
6.73
24.59
24.59
83.68
88.40
115.00
119.72
406.55
445.32
m3
m3
m3
0.20
0.20
0.20
6.73
6.73
6.73
24.59
24.59
24.59
77.90
86.98
92.04
109.22
118.30
123.36
338.85
406.55
445.32
m3
m3
m3
m3
m3
m3
0.20
0.20
0.20
0.20
0.20
0.20
6.73
6.73
6.73
6.73
6.73
6.73
24.59
24.59
24.59
24.59
24.59
24.59
59.35
65.72
68.98
74.08
77.86
82.20
90.67
97.04
100.30
105.40
109.18
113.52
216.00
267.12
295.17
335.59
365.30
399.94
m3
m3
m3
m3
m3
m3
m3
m3
m3
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
61.03
67.84
71.34
76.79
80.81
85.45
88.03
89.34
91.89
92.35
99.16
102.66
108.11
112.13
116.77
119.35
120.66
123.21
216.00
267.12
295.17
335.59
365.30
399.94
418.93
428.82
447.79
m3
m3
m3
m3
m3
m3
0.20
0.20
0.20
0.20
0.20
0.20
6.73
6.73
6.73
6.73
6.73
6.73
24.59
24.59
24.59
24.59
24.59
24.59
61.02
63.70
67.62
72.40
74.80
78.72
92.34
95.02
98.94
103.72
106.12
110.04
216.17
239.19
273.76
312.50
331.47
362.82
m3
m3
m3
m3
m3
m3
m3
m3
m3
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
62.71
65.58
69.80
74.90
77.47
81.65
84.08
85.18
87.78
94.03
96.90
101.12
106.22
108.79
112.97
115.40
116.50
119.10
216.17
239.19
273.76
312.50
331.47
362.82
380.14
388.39
405.81
m3
m3
m3
0.20
0.20
0.20
6.73
6.73
6.73
24.59
24.59
24.59
80.23
87.00
91.77
111.55
118.32
123.09
371.07
423.06
463.47
m3
m3
m3
0.20
0.20
0.20
6.73
6.73
6.73
24.59
24.59
24.59
75.41
83.96
88.72
106.73
115.28
120.04
338.85
406.55
445.32
Unit
F4.1
F4.1.2
F4.1.2.02
F4.1.2.03
F4.1.2.04
F4.1.2.05
F4.1.2.06
F4.1.3
F4.1.3.01
F4.1.3.02
F4.1.3.03
F4.1.3.04
F4.1.3.05
F4.1.3.06
F4.1.3.07
F4.1.3.08
F4.1.3.09
F4.1.3.10
F4.1.3.11
F4.1.3.12
F4.1.3.13
F4.1.3.14
F4.1.3.15
F4.1.4
F4.1.4.01
F4.1.4.02
F4.1.4.03
F4.1.4.04
F4.1.4.05
F4.1.4.06
F4.1.4.07
F4.1.4.08
F4.1.4.09
F4.1.4.10
F4.1.4.11
F4.1.4.12
F4.1.4.13
F4.1.4.14
F4.1.4.15
F4.1.5
F4.1.5.01
F4.1.5.02
F4.1.5.03
F4.1.6
F4.1.6.01
F4.1.6.02
F4.1.6.03
77
CESSM3_Full Book.indd 77
Kg
F4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F4.1
F4.1.7
F4.1.7.01
m3
m3
m3
m3
m3
m3
m3
m3
m3
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
59.49
65.90
69.19
74.32
78.11
82.48
88.03
89.34
91.89
90.81
97.22
100.51
105.64
109.43
113.80
119.35
120.66
123.21
216.00
267.12
295.17
335.59
365.30
399.94
418.93
428.82
447.79
F4.1.8.02
F4.1.8.03
F4.1.8.04
F4.1.8.05
F4.1.8.06
F4.1.8.07
F4.1.8.08
F4.1.8.09
m3
m3
m3
m3
m3
m3
m3
m3
m3
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
6.73
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
24.59
61.17
63.86
67.81
72.61
75.03
78.97
84.08
85.18
87.78
92.49
95.18
99.13
103.93
106.35
110.29
115.40
116.50
119.10
216.17
239.19
273.76
312.50
331.47
362.82
380.14
388.39
405.81
F5
F5.1
Blinding
F5.1.1
F5.1.1.01
F5.1.1.02
m3
m3
0.18
0.21
16.79
19.59
6.58
7.67
23.37
27.26
5.06
5.90
F5.1.2
F5.1.2.01
F5.1.2.02
m3
m3
0.17
0.20
15.86
18.66
6.21
7.31
22.07
25.97
4.77
5.62
F5.1.3
F5.1.3.01
F5.1.3.02
m3
m3
0.13
0.14
12.13
13.06
4.75
5.12
16.88
18.18
3.65
3.93
F5.1.4
F5.1.4.01
F5.1.4.02
m3
m3
0.13
0.14
12.13
13.06
4.75
5.12
16.88
18.18
3.65
3.93
F5.2
F5.2.1
F5.2.1.01
F5.2.1.02
m3
m3
0.19
0.20
17.73
18.66
6.94
7.31
24.67
25.97
5.34
5.62
F5.2.2
F5.2.2.01
F5.2.2.02
m3
m3
0.18
0.19
16.79
17.73
6.58
6.94
23.37
24.67
5.06
5.34
F5.2.3
F5.2.3.01
m3
0.14
13.06
5.12
18.18
3.93
F4.1.7.02
F4.1.7.03
F4.1.7.04
F4.1.7.05
F4.1.7.06
F4.1.7.07
F4.1.7.08
F4.1.7.09
F4.1.8
F4.1.8.01
78
23/08/2010 16:43:28
F5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F5.2
F5.2.3
F5.2.3.02
m3
0.15
13.99
5.48
19.47
4.21
F5.2.4
F5.2.4.01
F5.2.4.02
m3
m3
0.14
0.15
13.06
13.99
5.12
5.48
18.18
19.47
3.93
4.21
F5.4
Walls
F5.4.1
F5.4.1.01
m3
0.22
20.52
8.04
28.56
6.18
F5.4.2
F5.4.2.01
m3
0.20
18.66
7.31
25.97
5.62
F5.4.3
F5.4.3.01
m3
0.16
14.93
5.85
20.78
4.49
F5.4.4
F5.4.4.01
m3
0.16
14.93
5.85
20.78
4.49
F5.8
F5.8.1
F5.8.1.01
F5.8.1.02
Plinths
Size: 900 x 900 x 1200mm
Size: 1000 x 1000 x 1200mm
m3
m3
0.40
0.40
37.32
37.32
14.62
14.62
51.94
51.94
11.24
11.24
F5.8.2
F5.8.2.01
Thrust blocks
Size: 1200 x 1200 x 600mm
m3
0.30
27.99
10.96
38.95
8.43
F5.8.3
F5.8.3.01
m3
0.30
27.99
10.96
38.95
8.43
F5.8.4
F5.8.4.01
m3
0.40
37.32
14.62
51.94
11.24
F6
F6.2
F6.2.1
F6.2.1.01
m3
0.20
18.66
7.31
25.97
5.62
F6.2.2
F6.2.2.01
m3
0.19
17.73
6.94
24.67
5.34
F6.2.3
F6.2.3.01
m3
0.15
13.99
5.48
19.47
4.21
F6.2.4
F6.2.4.01
m3
0.15
13.99
5.48
19.47
4.21
F6.3
Suspended slabs
F6.3.1
F6.3.1.01
m3
0.24
22.39
8.77
31.16
6.74
F6.3.2
F6.3.2.01
m3
0.22
20.52
8.04
28.56
6.18
79
CESSM3_Full Book.indd 79
F6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F6.3
Suspended slabs
F6.3.3
F6.3.3.01
m3
0.20
18.66
7.31
25.97
5.62
F6.3.4
F6.3.4.01
m3
0.20
18.66
7.31
25.97
5.62
F6.4
Walls
F6.4.1
F6.4.1.01
m3
0.24
22.39
8.77
31.16
6.74
F6.4.2
F6.4.2.01
m3
0.24
22.39
8.77
31.16
6.74
F6.4.3
F6.4.3.01
m3
0.20
18.66
7.31
25.97
5.62
F6.4.4
F6.4.4.01
m3
0.20
18.66
7.31
25.97
5.62
F6.5
F6.5.1
F6.5.1.01
m3
0.44
41.05
16.08
57.13
12.36
F6.5.2
F6.5.2.01
m3
0.44
41.05
16.08
57.13
12.36
F6.5.3
F6.5.3.01
m3
0.36
33.58
13.15
46.73
10.11
F6.5.4
F6.5.4.01
m3
0.25
23.32
9.13
32.45
7.02
F6.5.5
F6.5.5.01
m3
0.25
23.32
9.13
32.45
7.02
F6.6
Beams
F6.6.1
F6.6.1.01
m3
0.44
41.05
16.08
57.13
12.36
F6.6.2
F6.6.2.01
m3
0.44
41.05
16.08
57.13
12.36
F6.6.3
F6.6.3.01
m3
0.36
33.58
13.15
46.73
10.11
F6.6.4
F6.6.4.01
m3
0.25
23.32
9.13
32.45
7.02
F6.6.5
F6.6.5.01
m3
0.25
23.32
9.13
32.45
7.02
F6.7
F6.7.1
F6.7.1.01
m3
0.50
46.65
18.27
64.92
14.04
80
23/08/2010 16:43:32
F6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
F6.7
F6.7.2
F6.7.2.01
m3
0.50
46.65
18.27
64.92
14.04
F6.7.3
F6.7.3.01
m3
0.45
41.98
16.44
58.42
12.64
F6.7.4
F6.7.4.01
m3
0.40
37.32
14.62
51.94
11.24
F6.7.5
F6.7.5.01
m3
0.40
37.32
14.62
51.94
11.24
F6.8
F6.8.1
F6.8.1.01
Box culverts
Internal dimensions: 1200 x 800mm
wall thickness 250mm
Internal dimensions: 1500 x 800mm
wall thickness 250mm
m3
0.23
21.46
8.40
29.86
6.46
m3
0.21
19.59
7.67
27.26
5.90
F6.8.2
F6.8.2.01
m3
0.22
20.52
8.04
28.56
6.18
F6.8.3
F6.8.3.01
Bollards
Diameter: 400mm
m3
0.40
37.32
14.62
51.94
11.24
F7
F7.3
Suspended slabs
F7.3.1
F7.3.1.01
m3
0.29
27.05
10.60
37.65
8.15
F7.3.2
F7.3.2.01
m3
0.29
27.05
10.60
37.65
8.15
F7.3.3
F7.3.3.01
m3
0.20
18.66
7.31
25.97
5.62
F7.3.4
F7.3.4.01
m3
0.20
18.66
7.31
25.97
5.62
F7.6
Beams
F7.6.1
F7.6.1.01
m3
0.50
46.65
18.27
64.92
14.04
F7.6.2
F7.6.2.01
m3
0.50
46.65
18.27
64.92
14.04
F7.6.3
F7.6.3.01
m3
0.50
46.65
18.27
64.92
14.04
F7.6.4
F7.6.4.01
m3
0.40
37.32
14.62
51.94
11.24
F7.6.5
F7.6.5.01
m3
0.40
37.32
14.62
51.94
11.24
F6.8.1.02
81
CESSM3_Full Book.indd 81
CESSM3_Full Book.indd 82
23/08/2010 16:43:34
CLASS G:
CONCRETE ANCILLARIES
CESSM3_Full Book.indd 83
23/08/2010 16:43:34
CESSM3_Full Book.indd 84
23/08/2010 16:43:34
Qty
1
1
1
Rate
x
x
x
16.68
14.34
17.93
2
1
x
x
16.68
12.56
1
2
x
x
14.34
16.68
1
1
x
x
14.34
13.53
Total
=
=
=
16.68
14.34
17.93
48.95
=
=
33.37
12.56
45.93
=
=
14.34
33.37
47.71
=
=
14.34
13.53
27.87
=
=
=
1.89
0.57
0.48
2.94
=
=
=
0.57
0.48
11.34
12.39
10.81
10.81
3.52
3.52
=
=
=
4.86
1.83
2.47
9.16
Plant
P A1040ICE
1
1
1
x
x
x
1.89
0.57
0.48
1
1
0.25
x
x
x
0.57
0.48
45.36
0.25
43.26
3.52
1
2
1
85
CESSM3_Full Book.indd 85
x
x
x
4.86
0.91
2.47
Formwork
1) Beams - For Isolated Beams, prices include for formwork to three faces. For Attached Beams,
prices include for formwork to two faces.
2) Columns - For Isolated Columns, prices include for formwork to four faces. For Attached
Columns, prices inclde for formwork to three faces.
3) Walls - For Battered and Vertical Walls, material prices have been enhanced to cover extra
propping and strutting.
4) Six uses of formwork have been assumed in the formwork section and thus the labour, plant
and material prices bear one sixth of the 'make' element.
G1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G1.1
Plane horizontal
G1.1.1
G1.1.1.01
G1.1.1.02
m
m
0.20
0.33
9.55
16.35
2.26
3.71
0.65
3.96
12.46
24.02
0.60
2.13
G1.1.2
G1.1.2.01
G1.1.2.02
m
m
0.20
0.33
9.55
16.35
2.16
4.15
0.81
4.95
12.52
25.45
0.65
2.58
G1.1.3
G1.1.3.01
G1.1.3.02
m2
m2
0.42
1.00
20.56
48.96
4.64
8.75
3.36
19.78
28.56
77.49
2.04
9.43
G1.1.4
G1.1.4.01
G1.1.4.02
m2
m2
0.42
0.78
20.56
38.19
4.64
8.75
3.36
19.78
28.56
66.72
2.04
9.43
G1.1.5
G1.1.5.01
G1.1.5.02
m2
m2
0.42
0.72
20.56
35.25
4.64
8.75
3.36
19.78
28.56
63.78
2.04
9.43
G1.2
Plane sloping
G1.2.1
G1.2.1.01
G1.2.1.02
m
m
0.22
0.37
10.53
18.02
2.38
4.08
0.71
3.96
13.62
26.06
0.64
2.19
G1.2.2
G1.2.2.01
G1.2.2.02
m
m
0.22
0.37
10.53
18.02
2.38
4.08
0.89
7.91
13.80
30.01
0.71
3.76
G1.2.3
G1.2.3.01
G1.2.3.02
m2
m2
0.91
1.04
44.55
50.92
4.76
8.90
3.56
19.78
52.87
79.60
2.13
9.46
G1.2.4
G1.2.4.01
G1.2.4.01
m2
m2
0.69
0.80
33.78
39.17
4.76
19.78
3.58
8.90
42.12
67.85
2.14
9.46
86
23/08/2010 16:43:35
G1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
m2
0.43
0.74
21.05
36.08
4.76
8.90
3.58
19.78
29.39
64.76
2.14
9.46
Unit
Kg
G1.2
Plane sloping
G1.2.5
G1.2.5.01
G1.2.5.02
G1.3
Plane battered
G1.3.1
G1.3.1.01
G1.3.1.02
m
m
0.23
0.40
11.46
19.49
2.60
4.41
0.77
4.63
14.83
28.53
0.70
2.50
G1.3.2
G1.3.2.01
G1.3.2.02
m
m
0.23
0.40
11.46
19.49
2.60
4.41
0.97
5.82
15.03
29.72
0.77
2.97
G1.3.3
G1.3.3.01
G1.3.3.02
m2
m2
0.94
1.59
46.02
77.85
5.20
8.84
3.92
19.78
55.14
106.47
2.34
9.20
G1.3.4
G1.3.4.01
G1.3.4.02
m2
m2
0.70
1.20
34.42
58.51
7.79
13.24
4.69
19.78
46.90
91.53
3.03
9.86
G1.3.5
G1.3.5.01
G1.3.5.02
m2
m2
0.47
0.80
23.01
39.17
10.39
17.67
7.83
19.78
41.23
76.62
4.68
10.52
G1.4
Plane vertical
G1.4.1
G1.4.1.01
G1.4.1.02
m
m
0.25
0.40
12.39
19.54
2.81
2.92
0.77
4.63
15.97
27.09
0.73
2.31
G1.4.2
G1.4.2.01
G1.4.2.02
m
m
0.25
0.40
12.39
19.54
2.81
2.92
0.97
5.82
16.17
28.28
0.81
2.79
G1.4.3
G1.4.3.01
G1.4.3.02
m2
m2
1.02
0.86
49.94
42.30
5.63
6.48
3.92
23.50
59.49
72.28
2.40
10.60
G1.4.4
G1.4.4.01
G1.4.4.02
m2
m2
0.77
1.73
37.90
84.70
8.58
10.13
4.69
28.13
51.17
122.96
3.15
13.24
G1.4.5
G1.4.5.01
G1.4.5.02
m2
m2
0.52
0.86
25.46
42.11
11.26
13.36
7.83
47.00
44.55
102.47
4.81
21.39
87
CESSM3_Full Book.indd 87
G1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G1.5
G1.5.1
G1.5.1.01
G1.5.1.02
G1.5.1.03
G1.5.1.04
m
m
m
m
0.31
0.48
0.29
0.46
14.98
23.40
14.25
22.42
3.37
3.50
3.21
3.34
0.77
4.63
0.87
4.63
19.12
31.53
18.33
30.39
0.81
2.41
0.83
2.38
G1.5.2
G1.5.2.01
G1.5.2.02
G1.5.2.03
G1.5.2.04
m
m
m
m
0.31
0.48
0.29
0.46
14.98
23.40
14.25
22.42
3.37
3.50
3.21
3.34
0.97
5.82
1.11
5.82
19.32
32.72
18.57
31.58
0.89
2.88
0.92
2.86
G1.5.3
G1.5.3.01
G1.5.3.02
G1.5.3.03
G1.5.3.04
m2
m2
m2
m2
0.94
1.04
1.17
1.98
46.02
50.72
57.28
96.94
6.26
7.81
6.47
7.45
3.92
23.50
4.49
23.50
56.20
82.03
68.24
127.89
3.02
10.85
2.76
10.79
G1.5.4
G1.5.4.01
G1.5.4.02
G1.5.4.03
G1.5.4.04
m2
m2
m2
m2
0.94
1.98
0.89
1.51
45.92
96.94
43.57
73.78
10.36
12.27
9.83
11.62
4.69
28.13
5.38
28.13
60.97
137.34
58.78
113.53
3.42
13.65
3.61
13.53
G1.5.5
G1.5.5.01
G1.5.5.02
G1.5.5.03
G1.5.5.04
m2
m2
m2
m2
0.62
2.07
0.58
0.99
30.36
101.35
28.40
48.47
13.59
16.09
12.94
15.36
7.83
47.00
9.00
47.00
51.78
164.44
50.34
110.83
5.16
21.93
5.52
21.79
G1.6
Other curved
G1.6.1
G1.6.1.01
0.41
20.07
3.84
0.89
24.80
1.13
0.80
39.17
4.45
4.63
48.25
2.74
0.51
24.97
3.84
1.11
29.92
1.22
G1.6.1.02
G1.6.2
G1.6.2.01
88
23/08/2010 16:43:37
G1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.80
39.17
4.45
5.80
49.42
3.21
m2
1.02
49.94
8.44
4.47
62.85
3.48
m2
3.55
173.81
12.20
23.48
209.49
11.81
m2
1.55
75.89
11.82
5.38
93.09
4.53
m2
2.62
128.28
20.19
28.13
176.60
15.27
m2
1.02
49.94
15.58
9.00
74.52
6.73
m2
1.73
84.70
26.48
47.00
158.18
24.05
Unit
G1.6
Other curved
G1.6.2
G1.6.2.02
G1.6.3
G1.6.3.01
G1.6.3.02
G1.6.4
G1.6.4.01
G1.6.4.02
G1.6.5
G1.6.5.01
G1.6.5.02
Kg
G1.7
For voids
G1.7.1
G1.7.1.01
Nr
0.95
46.51
7.12
25.91
79.54
11.68
Nr
0.70
34.27
3.67
37.94
3.00
Nr
1.29
63.16
9.71
51.63
124.50
22.44
Nr
0.70
34.27
7.34
41.61
6.00
G1.7.1.02
G1.7.2
G1.7.2.01
G1.7.2.02
G1.7.3
G1.7.3.01
1.72
84.21
12.91
104.24
201.36
43.98
G1.7.3.02
Nr
1.00
48.96
14.67
63.63
12.00
G1.7.4
G1.7.4.01
Nr
2.58
126.32
19.25
140.83
286.40
59.71
G1.7.4.02
Nr
1.00
48.96
22.01
70.94
18.00
89
CESSM3_Full Book.indd 89
G1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
1.29
63.16
9.71
51.63
124.50
22.42
Nr
0.70
34.27
18.34
52.61
15.00
Nr
1.72
84.21
12.91
104.24
201.36
43.98
Nr
1.00
48.96
36.68
85.64
30.00
Nr
2.58
126.32
19.25
140.83
286.40
59.71
Nr
1.00
48.96
73.36
122.32
60.00
Nr
4.80
235.01
42.42
195.82
473.25
85.56
Nr
1.50
73.44
110.04
183.48
90.00
16.65
23.26
20.17
28.01
42.30
56.40
69.91
16.65
23.26
20.17
28.01
42.30
3.93
5.54
4.72
6.29
9.44
12.58
16.52
3.93
5.54
4.72
6.29
9.44
1.68
2.31
2.02
2.69
4.04
5.38
7.06
1.35
1.86
1.62
2.16
3.22
22.26
31.11
26.91
36.99
55.78
74.36
93.49
21.93
30.66
26.51
36.46
54.96
1.24
1.72
1.49
1.98
2.97
3.97
5.21
1.11
1.54
1.33
1.77
2.65
Unit
G1.7
For voids
G1.7.5
G1.7.5.01
G1.7.5.02
G1.7.6
G1.7.6.01
G1.7.6.02
G1.7.7
G1.7.7.01
G1.7.7.02
G1.7.8
G1.7.8.01
G1.7.8.02
G1.8
G1.8.1
G1.8.1.01
Beams
For concrete components of constant
cross-section; Isolated; 100 x 200mm
as above; Isolated; 100 x 300mm
as above; Isolated; 200 x 200mm
as above; Isolated; 200 x 300mm
as above; Isolated; 400 x 400mm
as above; Isolated; 400 x 600mm
as above; Isolated; 500 x 800mm
as above; Attached; 100 x 200mm
as above; Attached; 100 x 300mm
as above; Attached; 200 x 200mm
as above; Attached; 200 x 300mm
as above; Attached; 400 x 400mm
G1.8.1.02
G1.8.1.03
G1.8.1.04
G1.8.1.05
G1.8.1.06
G1.8.1.07
G1.8.1.08
G1.8.1.09
G1.8.1.10
G1.8.1.11
G1.8.1.12
m
m
m
m
m
m
m
m
m
m
m
m
0.34
0.48
0.41
0.57
0.86
1.15
1.43
0.34
0.48
0.41
0.57
0.86
Kg
90
23/08/2010 16:43:40
G1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G1.8
G1.8.1
G1.8.1.13
G1.8.1.14
Beams
as above; Attached; 400 x 600mm
as above; Attached; 500 x 800mm
m
m
1.15
1.43
56.40
69.91
12.58
16.52
4.31
5.66
73.29
92.09
3.54
4.65
G1.8.2
G1.8.2.01
G1.8.2.02
G1.8.2.03
G1.8.2.04
G1.8.2.05
G1.8.2.06
G1.8.2.07
G1.8.2.08
G1.8.2.09
G1.8.2.10
G1.8.2.11
G1.8.2.12
G1.8.2.13
G1.8.2.14
Columns
For concrete components of constant
cross-section; Isolated; 100 x 200mm
as above; Isolated; 100 x 300mm
as above; Isolated; 200 x 200mm
as above; Isolated; 200 x 300mm
as above; Isolated; 400 x 400mm
as above; Isolated; 400 x 600mm
as above; Isolated; 500 x 800mm
as above; Attached; 100 x 200mm
as above; Attached; 100 x 300mm
as above; Attached; 200 x 200mm
as above; Attached; 200 x 300mm
as above; Attached; 400 x 400mm
as above; Attached; 400 x 600mm
as above; Attached; 500 x 800mm
m
m
m
m
m
m
m
m
m
m
m
m
m
m
0.40
0.53
0.53
0.55
0.77
0.88
1.15
0.26
0.35
0.35
0.44
0.70
0.88
1.15
19.39
26.00
26.00
26.93
37.70
43.04
56.30
12.93
17.33
17.33
21.59
34.47
43.04
56.30
4.58
6.10
6.10
6.36
9.75
9.83
12.81
2.95
3.98
3.98
4.88
7.83
9.83
12.81
2.02
2.69
2.69
3.36
5.38
6.73
8.74
1.68
2.35
2.02
2.69
4.04
5.38
7.06
25.99
34.79
34.79
36.65
52.83
59.60
77.85
17.56
23.66
23.33
29.16
46.34
58.25
76.17
1.47
1.96
1.96
2.27
3.55
4.14
5.39
1.11
1.53
1.39
1.80
2.77
3.60
4.72
G1.8.3
G1.8.3.01
G1.8.3.02
G1.8.3.03
Walls
250mm thick x 750mm high
250mm thick x 1000mm high
400mm thick x 1000mm high
m
m
m
0.76
1.12
1.12
37.21
54.84
54.84
8.57
12.75
12.75
5.04
6.73
6.73
50.82
74.32
74.32
3.27
4.55
4.55
G1.8.4
G1.8.4.01
Other members
Box culverts; Internal dimensions 1 x
1m; wall thickness 250mm
Box culverts; Internal dimensions 2 x
2m; wall thickness 250mm
Box culverts; Internal dimensions 2 x
2m; wall thickness 400mm
4.25
208.18
37.99
27.30
273.47
16.67
9.83
481.18
106.40
81.85
669.43
48.56
10.34
506.34
76.06
85.61
668.01
49.43
G1.8.4.02
G1.8.4.03
G1.8.5
G1.8.5.01
G1.8.5.02
Projections
Nibs; 50 x 50mm deep
Nibs; 100 x 100mm deep
m
m
0.36
0.36
17.63
17.63
4.18
4.18
1.98
3.96
23.79
25.77
1.39
2.18
G1.8.6
G1.8.6.01
G1.8.6.02
Intrusions
Rebates 50 x 50mm deep
Rebates 100 x 100mm deep
m
m
0.18
0.18
8.81
8.81
2.03
2.03
1.27
4.25
12.11
15.09
0.98
2.59
91
CESSM3_Full Book.indd 91
G2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G2.1
Plane horizontal
G2.1.1
G2.1.1.01
0.20
9.55
2.16
0.67
12.38
0.58
G2.1.2
G2.1.2.01
0.20
9.55
2.16
0.83
12.54
0.65
G2.1.3
G2.1.3.01
m2
0.91
44.55
4.64
3.43
52.62
2.04
G2.1.4
G2.1.4.01
m2
0.69
33.78
4.64
3.43
41.85
2.04
G2.1.5
G2.1.5.01
m2
0.42
20.56
4.64
3.43
28.63
2.04
G2.2
Plane sloping
G2.2.1
G2.2.1.01
0.22
10.53
1.69
0.73
12.95
0.62
G2.2.2
G2.2.2.01
0.22
10.53
2.38
0.91
13.82
0.71
G2.2.3
G2.2.3.01
m2
0.69
33.78
4.76
3.65
42.19
2.14
G2.2.4
G2.2.4.01
m2
0.43
21.05
4.76
3.65
29.46
2.14
G2.2.5
G2.2.5.01
m2
0.47
23.01
4.76
3.65
31.42
2.14
G2.3
Plane battered
G2.3.1
G2.3.1.01
0.23
11.46
2.60
0.79
14.85
0.70
G2.3.2
G2.3.2.01
0.23
11.46
2.60
0.99
15.05
0.77
G2.3.3
G2.3.3.01
m2
0.94
46.02
5.20
4.00
55.22
2.34
G2.3.4
G2.3.4.01
m2
0.70
34.42
7.79
4.78
46.99
3.03
G2.3.5
G2.3.5.01
m2
0.47
23.01
10.39
7.99
41.39
4.68
G2.4
Plane vertical
G2.4.1
G2.4.1.01
0.25
12.39
2.81
0.79
15.99
0.73
G2.4.2
G2.4.2.01
0.25
12.39
2.77
0.97
16.13
0.79
G2.4.3
G2.4.3.01
m2
1.02
49.94
5.63
4.00
59.57
2.40
92
23/08/2010 16:43:42
G2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G2.4
Plane vertical
G2.4.4
G2.4.4.01
m2
0.77
37.90
8.58
4.78
51.26
3.15
G2.4.5
G2.4.5.01
m2
0.52
25.46
11.26
7.99
44.71
4.81
G2.5
G2.5.1
G2.5.1.01
G2.5.1.02
m
m
0.31
0.29
14.98
14.25
3.37
3.21
0.79
0.89
19.14
18.35
0.81
0.83
G2.5.2
G2.5.2.01
G2.5.2.02
m
m
0.31
0.29
14.98
14.25
3.37
3.21
0.99
1.13
19.34
18.59
0.89
0.92
G2.5.3
G2.5.3.01
G2.5.3.02
m2
m2
1.23
0.58
60.22
28.59
6.79
6.47
4.00
4.58
71.01
39.64
2.58
2.76
G2.5.4
G2.5.4.01
G2.5.4.02
m2
m2
0.94
0.89
45.92
43.57
10.36
9.83
4.78
5.49
61.06
58.89
3.42
3.61
G2.5.5
G2.5.5.01
G2.5.5.02
m2
m2
0.62
1.17
30.36
57.19
13.59
12.94
7.99
9.18
51.94
79.31
5.16
5.52
G2.6
Other curved
G2.6.1
G2.6.1.01
G2.6.1.02
G2.6.1.03
G2.6.1.04
G2.6.1.05
3.84
3.84
7.75
11.82
15.58
0.89
1.13
4.58
5.49
9.18
29.50
29.74
111.72
93.20
74.70
1.12
1.22
3.35
4.53
6.73
G2.8
G2.8.1
G2.8.1.01
G2.8.1.02
G2.8.1.03
G2.8.1.04
G2.8.1.05
G2.8.1.06
Beams
Isolated; 100 x 200mm
Isolated; 100 x 300mm
Isolated; 200 x 200mm
Isolated; 200 x 300mm
Isolated; 400 x 400mm
Isolated; 400 x 600mm
3.93
5.54
4.72
6.29
9.44
12.58
1.72
2.36
2.06
2.74
4.12
5.49
22.30
31.16
26.95
37.04
55.86
74.47
1.24
1.72
1.49
1.98
2.97
3.97
m
m
m
m
m
m
0.34
0.48
0.41
0.57
0.86
1.15
16.65
23.26
20.17
28.01
42.30
56.40
93
CESSM3_Full Book.indd 93
G2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G2.8
G2.8.1
G2.8.1.07
G2.8.1.08
G2.8.1.09
G2.8.1.10
G2.8.1.11
G2.8.1.12
G2.8.1.13
G2.8.1.14
Beams
Isolated; 500 x 800mm
Attached; 100 x 200mm
Attached; 100 x 300mm
Attached; 200 x 200mm
Attached; 200 x 300mm
Attached; 400 x 400mm
Attached; 400 x 600mm
Attached; 500 x 800mm
m
m
m
m
m
m
m
m
1.43
0.34
0.48
0.41
0.57
0.86
1.15
1.43
69.91
16.65
23.26
20.17
28.01
42.30
56.40
69.91
16.52
3.93
5.54
4.72
6.29
9.44
12.58
16.52
7.20
1.37
1.90
1.65
2.20
3.29
4.40
5.77
93.63
21.95
30.70
26.54
36.50
55.03
73.38
92.20
5.21
1.11
1.54
1.33
1.77
2.65
3.54
4.65
G2.8.2
G2.8.2.01
G2.8.2.02
G2.8.2.03
G2.8.2.04
G2.8.2.05
G2.8.2.06
G2.8.2.07
G2.8.2.08
G2.8.2.09
G2.8.2.10
G2.8.2.11
G2.8.2.12
G2.8.2.13
G2.8.2.14
Columns
Isolated; 100 x 200mm
Isolated; 100 x 300mm
Isolated; 200 x 200mm
Isolated; 200 x 300mm
Isolated; 400 x 400mm
Isolated; 400 x 600mm
Isolated; 500 x 800mm
Attached; 100 x 200mm
Attached; 100 x 300mm
Attached; 200 x 200mm
Attached; 200 x 300mm
Attached; 400 x 400mm
Attached; 400 x 600mm
Attached; 500 x 800mm
m
m
m
m
m
m
m
m
m
m
m
m
m
m
0.40
0.53
0.53
0.55
0.77
0.88
1.15
0.26
0.35
0.35
0.44
0.70
0.88
1.15
19.39
26.00
26.00
26.93
37.70
43.04
56.30
12.93
17.33
17.33
21.59
34.47
43.04
56.30
4.59
4.07
6.10
6.36
9.75
9.83
12.81
2.95
3.98
3.98
4.88
7.83
9.84
12.81
2.06
2.74
2.74
3.43
5.49
6.86
8.92
1.72
2.40
2.06
2.74
4.12
5.49
7.20
26.04
32.81
34.84
36.72
52.94
59.73
78.03
17.60
23.71
23.37
29.21
46.42
58.37
76.31
1.48
1.89
1.96
2.27
3.55
4.14
5.39
1.11
1.53
1.39
1.80
2.77
3.61
4.72
G2.8.3
G2.8.3.01
G2.8.3.02
G2.8.3.03
Walls
250mm thick x 750mm high
250mm thick x 1000mm high
400mm thick x 1000mm high
m
m
m
0.76
1.12
1.12
37.21
54.84
54.84
8.57
12.75
12.75
5.15
6.86
6.86
50.93
74.45
74.45
3.27
4.55
4.55
G2.8.4
G2.8.4.01
Other Members
Box culverts; Internal dimensions 1 x
1m; wall thickness 250mm
Box culverts; Internal dimensions 2 x
2m; wall thickness 250mm
Box culverts; Internal dimensions 2 x
2m; wall thickness 400mm
4.25
208.18
37.99
27.85
274.02
16.67
9.83
481.18
106.40
83.50
671.08
48.56
10.34
506.34
109.21
87.36
702.91
50.52
G2.8.4.02
G2.8.4.03
94
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G2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G2.8
G2.8.5
G2.8.5.01
G2.8.5.02
Projections
Nibs; 50 x 50mm deep
Nibs; 100 x 100mm deep
m
m
0.36
0.36
17.63
17.63
4.18
4.18
2.02
4.04
23.83
25.85
1.39
2.18
G2.8.6
G2.8.6.01
G2.8.6.02
Intrusions
Rebates 50 x 50mm deep
Rebates 100 x 100mm deep
m
m
0.18
0.18
8.81
8.81
2.03
2.03
1.27
6.74
12.11
17.58
0.98
2.92
G3
G3.1
Plane horizontal
G3.1.1
G3.1.1.01
G3.1.1.02
m
m
0.21
0.21
10.28
10.28
2.34
2.34
0.78
0.87
13.40
13.49
0.72
0.62
G3.1.2
G3.1.2.01
G3.1.2.02
m
m
0.21
0.21
10.28
10.28
2.34
2.34
0.96
1.08
13.58
13.70
0.80
0.68
G3.1.3
G3.1.3.01
G3.1.3.02
m2
m2
0.91
0.91
44.55
44.55
4.67
4.67
4.00
4.47
53.22
53.69
2.57
2.05
G3.1.4
G3.1.4.01
G3.1.4.02
m2
m2
0.69
0.69
33.78
33.78
4.67
4.67
4.00
4.47
42.45
42.92
2.57
2.05
G3.1.5
G3.1.5.01
G3.1.5.02
m2
m2
0.43
0.43
21.05
21.05
4.67
4.67
4.00
4.47
29.72
30.19
2.57
2.05
G3.2
Plane sloping
G3.2.1
G3.2.1.01
G3.2.1.02
m
m
0.23
0.23
11.31
11.31
2.55
2.55
0.85
0.95
14.71
14.81
0.78
0.67
G3.2.2
G3.2.2.01
G3.2.2.02
m
m
0.23
0.23
11.31
11.31
2.55
2.55
1.06
1.18
14.92
15.04
0.88
0.74
G3.2.3
G3.2.3.01
G3.2.3.02
m2
m2
0.94
0.94
46.02
46.02
5.14
5.14
4.00
4.76
55.16
55.92
2.64
2.21
G3.2.4
G3.2.4.01
G3.2.4.02
m2
m2
0.70
0.70
34.27
34.27
5.14
5.14
4.00
4.76
43.41
44.17
2.64
2.21
95
CESSM3_Full Book.indd 95
G3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
m2
0.47
0.47
23.16
23.16
5.14
5.14
4.00
4.76
32.30
33.06
2.64
2.21
Unit
Kg
G3.2
Plane sloping
G3.2.5
G3.2.5.01
G3.2.5.02
G3.3
Plane battered
G3.3.1
G3.3.1.01
G3.3.1.02
m
m
0.25
0.25
12.34
12.34
2.81
2.81
0.85
1.03
16.00
16.18
0.81
0.73
G3.3.2
G3.3.2.01
G3.3.2.02
m
m
0.25
0.25
12.34
12.34
2.81
2.81
1.06
1.29
16.21
16.44
0.91
0.81
G3.3.3
G3.3.3.01
G3.3.3.02
m2
m2
0.52
0.52
25.26
25.26
6.41
6.41
4.66
5.21
36.33
36.88
3.11
2.51
G3.3.4
G3.3.4.01
G3.3.4.02
m2
m2
0.57
0.70
27.91
34.42
8.58
7.79
5.58
6.24
42.07
48.45
3.88
3.03
G3.3.5
G3.3.5.01
G3.3.5.02
m2
m2
1.03
1.03
50.43
50.43
8.60
8.60
9.32
10.42
68.35
69.45
5.65
4.44
G3.4
Plane vertical
G3.4.1
G3.4.1.01
G3.4.1.02
m
m
0.29
0.29
13.95
13.95
2.81
2.81
0.92
1.03
17.68
17.79
0.85
0.73
G3.4.2
G3.4.2.01
G3.4.2.02
m
m
0.29
0.29
13.95
13.95
1.92
1.92
1.15
1.29
17.02
17.16
0.92
0.77
G3.4.3
G3.4.3.01
G3.4.3.02
m2
m2
1.14
1.14
55.81
55.81
6.41
6.41
4.66
5.21
66.88
67.43
3.11
2.51
G3.4.4
G3.4.4.01
G3.4.4.02
m2
m2
0.94
0.94
46.02
46.02
10.36
10.36
5.58
6.24
61.96
62.62
4.14
3.42
G3.4.5
G3.4.5.01
G3.4.5.02
m2
m2
1.23
1.23
60.22
60.22
13.59
13.59
9.32
10.42
83.13
84.23
6.37
5.16
96
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G3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G3.5
G3.5.1
G3.5.1.01
G3.5.1.02
G3.5.1.03
G3.5.1.04
m
m
m
m
0.34
0.34
0.33
0.33
16.74
16.74
16.01
16.01
3.36
3.36
3.23
3.23
0.92
1.03
0.92
1.03
21.02
21.13
20.16
20.27
0.93
0.81
0.91
0.79
G3.5.2
G3.5.2.01
G3.5.2.02
G3.5.2.03
G3.5.2.04
m
m
m
m
0.34
0.34
0.33
0.33
16.74
16.74
16.01
16.01
3.36
3.36
3.23
3.23
1.15
1.29
1.15
1.47
21.25
21.39
20.39
20.71
1.04
0.89
1.02
0.92
G3.5.3
G3.5.3.01
G3.5.3.02
G3.5.3.03
G3.5.3.04
m2
m2
m2
m2
1.37
1.37
1.31
1.31
67.08
67.08
64.14
64.14
7.69
7.69
7.38
7.38
4.66
5.21
4.66
5.21
79.43
79.98
76.18
76.73
3.30
2.70
3.26
2.66
G3.5.4
G3.5.4.01
G3.5.4.02
G3.5.4.03
G3.5.4.04
m2
m2
m2
m2
0.68
0.94
0.65
0.89
33.29
45.92
31.82
43.57
11.26
10.36
8.19
9.83
5.58
6.24
5.58
7.16
50.13
62.52
45.59
60.56
4.28
3.42
3.84
3.61
G3.5.5
G3.5.5.01
G3.5.5.02
G3.5.5.03
G3.5.5.04
m2
m2
m2
m2
1.37
1.37
1.31
1.31
66.98
66.98
64.19
64.19
15.36
15.36
14.72
14.72
9.32
10.42
9.32
11.98
91.66
92.76
88.23
90.89
6.61
5.40
6.51
5.77
G3.6
Other curved
G3.6.1
G3.6.1.01
G3.6.1.02
m
m
0.59
0.59
28.89
28.89
3.91
3.91
1.29
1.71
34.09
34.51
1.30
1.30
G3.6.2
G3.6.2.01
G3.6.2.02
m
m
0.59
0.59
28.89
28.89
3.91
3.91
1.60
2.13
34.40
34.93
1.43
1.43
G3.6.3
G3.6.3.01
G3.6.3.02
m2
m2
2.28
2.28
111.63
111.63
8.75
8.75
6.47
8.61
126.85
128.98
4.34
4.34
97
CESSM3_Full Book.indd 97
G3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G3.6
Other curved
G3.6.4
G3.6.4.01
G3.6.4.02
m2
m2
1.71
1.71
83.72
83.72
13.12
13.12
7.73
10.29
104.57
107.13
5.73
5.73
G3.6.5
G3.6.5.01
G3.6.5.02
m2
m2
1.40
1.40
68.54
68.54
17.50
17.50
12.92
17.19
98.96
103.23
8.68
8.68
G3.8
G3.8.1
G3.8.1.01
Beams
Rough Board Finish; Isolated; 100 x
200mm
Extra Smooth Finish; Isolated; 100 x
200mm
Rough Board Finish; Isolated; 100 x
300mm
Extra Smooth Finish; Isolated; 100 x
300mm
Rough Board Finish; Isolated; 200 x
200mm
Extra Smooth Finish; Isolated; 200 x
200mm
Rough Board Finish; Isolated; 200 x
300mm
Extra Smooth Finish; Isolated; 200 x
300mm
Rough Board Finish; Isolated; 400 x
400mm
Extra Smooth Finish; Isolated; 400 x
400mm
Rough Board Finish; Isolated; 400 x
600mm
Extra Smooth Finish; Isolated; 400 x
600mm
Rough Board Finish; Isolated; 500 x
800mm
Extra Smooth Finish; Isolated; 500 x
800mm
Rough Board Finish; Attached; 100 x
200mm
Extra Smooth Finish; Attached; 100 x
200mm
Rough Board Finish; Attached; 100 x
300mm
Extra Smooth Finish; Attached; 100 x
300mm
Rough Board Finish; Attached; 200 x
200mm
Extra Smooth Finish; Attached; 200 x
200mm
Rough Board Finish; Attached; 200 x
300mm
Extra Smooth Finish; Attached; 200 x
300mm
Rough Board Finish; Attached; 400 x
400mm
G3.8.1.02
G3.8.1.03
G3.8.1.04
G3.8.1.05
G3.8.1.06
G3.8.1.07
G3.8.1.08
G3.8.1.09
G3.8.1.10
G3.8.1.11
G3.8.1.12
G3.8.1.13
G3.8.1.14
G3.8.1.15
G3.8.1.16
G3.8.1.17
G3.8.1.18
G3.8.1.19
G3.8.1.20
G3.8.1.21
G3.8.1.22
G3.8.1.23
0.35
16.89
3.95
2.00
22.84
1.51
0.35
16.89
3.95
2.24
23.08
1.25
0.48
23.65
5.53
2.80
31.98
2.11
0.48
23.65
5.53
3.13
32.31
1.74
0.41
20.27
4.74
2.40
27.41
1.81
0.41
20.27
4.74
2.68
27.69
1.50
0.55
27.03
6.32
3.20
36.55
2.41
0.55
27.03
6.32
3.58
36.93
1.99
0.83
40.54
9.47
4.80
54.81
3.62
0.83
40.54
9.47
5.37
55.38
2.99
1.10
54.05
12.63
6.40
73.08
4.82
1.10
54.05
12.63
7.16
73.84
3.99
1.45
70.94
16.58
8.40
95.92
6.33
1.45
70.94
16.58
9.40
96.92
5.23
0.35
16.89
2.61
1.60
21.10
1.27
0.35
16.89
2.61
1.79
21.29
1.06
0.48
23.65
5.53
2.14
31.32
1.80
0.48
23.65
5.53
2.47
31.65
1.55
0.41
20.27
4.74
1.93
26.94
1.59
0.41
20.27
4.74
2.16
27.17
1.34
0.55
27.03
6.32
2.56
35.91
2.12
0.57
28.01
6.29
2.87
37.17
1.77
0.83
40.54
9.47
3.84
53.85
3.17
98
23/08/2010 16:43:50
G3
Labour
Hours
G3.8
G3.8.1
G3.8.1.24
Beams
Extra Smooth Finish; Attached; 400 x
400mm
Rough Board Finish; Attached; 400 x
600mm
Extra Smooth Finish; Attached; 400 x
600mm
Rough Board Finish; Attached; 500 x
800mm
Extra Smooth Finish; Attached; 500 x
800mm
G3.8.1.25
G3.8.1.26
G3.8.1.27
G3.8.1.28
G3.8.2
G3.8.2.01
G3.8.2.02
G3.8.2.03
G3.8.2.04
G3.8.2.05
G3.8.2.06
G3.8.2.07
G3.8.2.08
G3.8.2.09
G3.8.2.10
G3.8.2.11
G3.8.2.12
G3.8.2.13
G3.8.2.14
G3.8.2.15
G3.8.2.16
G3.8.2.17
G3.8.2.18
G3.8.2.19
G3.8.2.20
G3.8.2.21
G3.8.2.22
G3.8.2.23
Columns
Rough Board Finish; Isolated; 100 x
200mm
Extra Smooth Finish; Isolated; 100 x
200mm
Rough Board Finish; Isolated; 100 x
300mm
Extra Smooth Finish; Isolated; 100 x
300mm
Rough Board Finish; Isolated; 200 x
200mm
Extra Smooth Finish; Isolated; 200 x
200mm
Rough Board Finish; Isolated; 200 x
300mm
Extra Smooth Finish; Isolated; 200 x
300mm
Rough Board Finish; Isolated; 400 x
400mm
Extra Smooth Finish; Isolated; 400 x
400mm
Rough Board Finish; Isolated; 400 x
600mm
Extra Smooth Finish; Isolated; 400 x
600mm
Rough Board Finish; Isolated; 500 x
800mm
Extra Smooth Finish; Isolated; 500 x
800mm
Rough Board Finish; Attached; 100 x
200mm
Extra Smooth Finish; Attached; 100 x
200mm
Rough Board Finish; Attached; 100 x
300mm
Extra Smooth Finish; Attached; 100 x
300mm
Rough Board Finish; Attached; 200 x
200mm
Extra Smooth Finish; Attached; 200 x
200mm
Rough Board Finish; Attached; 200 x
300mm
Extra Smooth Finish; Attached; 200 x
300mm
Rough Board Finish; Attached; 400 x
400mm
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
0.86
42.30
9.44
4.29
56.03
2.65
1.10
54.05
12.63
5.13
71.81
4.23
1.15
56.40
12.58
5.74
74.72
3.54
1.45
70.94
16.58
6.73
94.25
5.55
1.45
70.94
16.58
7.53
95.05
4.68
0.41
20.27
3.08
2.52
25.87
1.63
0.41
20.27
3.08
2.82
26.17
1.30
0.56
27.17
4.16
3.36
34.69
2.18
0.56
27.17
4.16
3.76
35.09
1.74
0.56
27.17
4.16
3.36
34.69
2.18
0.56
27.17
4.16
3.76
35.09
1.74
0.58
28.20
5.10
4.21
37.51
2.72
0.58
28.20
5.10
4.71
38.01
2.17
0.81
39.66
8.19
6.71
54.56
4.34
0.81
39.66
8.19
7.50
55.35
3.46
0.92
44.99
10.27
8.40
63.66
5.43
0.92
44.99
10.27
9.40
64.66
4.34
1.20
58.85
13.39
10.92
83.16
7.07
1.20
58.85
13.39
12.21
84.45
5.65
0.28
13.51
3.08
20.94
37.53
10.19
0.28
13.51
3.08
23.42
40.01
7.47
0.37
18.12
4.16
2.94
25.22
1.98
0.37
18.12
4.16
3.29
25.57
1.60
0.37
18.12
4.16
2.52
24.80
1.79
0.37
18.12
4.16
2.82
25.10
1.46
0.46
22.57
5.10
3.36
31.03
2.32
0.46
22.57
5.10
3.76
31.43
1.88
0.74
36.03
8.19
5.04
49.26
3.56
99
CESSM3_Full Book.indd 99
Labour
Net
G3
Labour
Hours
G3.8
G3.8.2
G3.8.2.24
Columns
Extra Smooth Finish; Attached; 400 x
400mm
Rough Board Finish; Attached; 400 x
600mm
Extra Smooth Finish; Attached; 400 x
600mm
Rough Board Finish; Attached; 500 x
800mm
Extra Smooth Finish; Attached; 500 x
800mm
G3.8.2.25
G3.8.2.26
G3.8.2.27
G3.8.2.28
G3.8.3
G3.8.3.01
G3.8.3.02
G3.8.3.03
G3.8.3.04
G3.8.3.05
G3.8.3.06
G3.8.4
G3.8.4.01
G3.8.4.02
G3.8.4.03
G3.8.4.04
G3.8.4.05
G3.8.4.06
G3.8.5
G3.8.5.01
G3.8.5.02
G3.8.6
G3.8.6.01
G3.8.6.02
Walls
Rough Board Finish; 250mm thick x
750mm high
Extra Smooth Finish; 250mm thick x
750mm high
Rough Board Finish; 250mm thick x
1000mm high
Extra Smooth Finish; 250mm thick x
1000mm high
Rough Board Finish; 400mm thick x
1000mm high
Extra Smooth Finish; 400mm thick x
1000mm high
Other Members
Rough Board Finish; Box culverts;
Internal dimensions 1 x 1m; wall
thickness 250mm
Extra Smooth Finish; Box culverts;
Internal dimensions 1 x 1m; wall
thickness 250mm
Rough Board Finish; Box culverts;
Internal dimensions 2 x 2m; wall
thickness 250mm
Extra Smooth Finish; Box culverts;
Internal dimensions 2 x 2m; wall
thickness 250mm
Rough Board Finish; Box culverts;
Internal dimensions 2 x 2m; wall
thickness 400mm
Extra Smooth Finish; Box culverts;
Internal dimensions 2 x 2m; wall
thickness 400mm
Projections
Extra Smooth Finish; Nibs; 50 x 50mm
deep
Extra Smooth Finish; Nibs; 100 x
100mm deep
Intrusions
Extra Smooth Finish; Rebates 50 x
50mm deep
Extra Smooth Finish; Rebates 100 x
100mm deep
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
0.74
36.03
8.19
5.63
49.85
2.90
0.92
44.99
10.27
6.73
61.99
4.66
0.92
44.99
10.27
7.53
62.79
3.78
1.20
58.85
13.39
8.82
81.06
6.09
1.20
58.85
13.39
9.87
82.11
4.94
0.86
41.86
9.24
6.00
57.10
4.16
0.86
41.86
9.24
6.71
57.81
3.38
1.10
53.86
12.32
8.00
74.18
5.55
1.12
54.84
12.75
8.95
76.54
4.55
1.10
53.86
12.32
8.00
74.18
5.55
1.10
53.86
12.32
8.95
75.13
4.51
4.46
218.56
39.88
34.09
292.53
21.94
4.46
218.56
39.88
38.14
296.58
17.51
10.32
505.22
111.72
102.24
719.18
64.30
10.32
505.22
111.72
114.36
731.30
50.99
10.86
531.66
114.67
108.52
754.85
67.69
10.86
531.66
114.67
121.39
767.72
53.57
0.36
17.63
2.76
2.63
23.02
1.35
0.36
17.63
2.76
4.87
25.26
2.01
0.36
17.63
1.30
2.63
21.56
1.05
0.36
17.63
1.30
2.63
21.56
1.05
100
23/08/2010 16:43:52
G5
Reinforcement
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G5.1
G5.1.1
G5.1.1.01
G5.1.1.02
Tonne
Tonne
16.96
16.96
778.97
778.97
183.43
183.43
636.68
711.71
1,599.08
1,674.11
1,743.19
1,743.19
G5.1.2
G5.1.2.01
G5.1.2.02
Tonne
Tonne
16.96
16.96
778.97
778.97
183.34
183.34
619.19
692.11
1,581.50
1,654.42
1,743.17
1,743.17
G5.1.3
G5.1.3.01
G5.1.3.02
Tonne
Tonne
13.65
13.65
626.94
626.94
147.56
147.56
594.32
664.50
1,368.82
1,439.00
1,736.70
1,736.70
G5.1.4
G5.1.4.01
G5.1.4.02
Tonne
Tonne
11.82
11.82
542.89
542.89
127.77
127.77
579.78
648.27
1,250.44
1,318.93
1,733.12
1,733.12
G5.1.5
G5.1.5.01
G5.1.5.02
Tonne
Tonne
10.28
10.28
472.16
472.16
111.13
111.13
547.95
612.65
1,131.24
1,195.94
1,730.11
1,730.11
G5.1.6
G5.1.6.01
G5.1.6.02
Tonne
Tonne
9.59
9.59
440.47
440.47
103.67
103.67
547.95
612.65
1,092.09
1,156.79
1,728.76
1,728.76
G5.1.7
G5.1.7.01
G5.1.7.02
Tonne
Tonne
8.79
8.79
403.72
403.72
95.02
95.02
547.95
612.23
1,046.69
1,110.97
1,727.19
1,727.19
G5.1.8
G5.1.8.01
G5.1.8.02
G5.1.8.03
G5.1.8.04
Tonne
Tonne
Tonne
Tonne
8.35
8.35
7.85
7.85
383.52
383.52
360.55
360.55
90.26
90.26
84.86
84.86
550.90
615.81
554.91
622.98
1,024.68
1,089.59
1,000.32
1,068.39
1,726.33
1,726.33
1,725.35
1,725.35
G5.2
G5.2.1
G5.2.1.01
G5.2.1.02
Tonne
Tonne
16.96
16.96
778.97
778.97
183.34
183.34
636.68
711.71
1,598.99
1,674.02
1,743.17
1,743.17
G5.2.2
G5.2.2.01
G5.2.2.02
Tonne
Tonne
16.96
16.96
778.97
778.97
183.34
183.34
619.19
692.11
1,581.50
1,654.42
1,743.17
1,743.17
G5.2.3
G5.2.3.01
G5.2.3.02
Tonne
Tonne
13.65
13.65
626.94
626.94
147.56
147.56
594.32
664.50
1,368.82
1,439.00
1,736.70
1,736.70
101
CESSM3_Full Book.indd 101
G5
Reinforcement continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G5.2
G5.2.4
G5.2.4.01
G5.2.4.02
Tonne
Tonne
11.82
11.82
542.89
542.89
127.77
127.77
579.78
648.27
1,250.44
1,318.93
1,733.12
1,733.12
G5.2.5
G5.2.5.01
G5.2.5.02
Tonne
Tonne
10.28
10.28
472.16
472.16
111.13
111.13
547.95
612.65
1,131.24
1,195.94
1,730.11
1,730.11
G5.2.6
G5.2.6.01
G5.2.6.02
Tonne
Tonne
9.59
9.59
440.47
440.47
103.67
103.67
547.95
612.65
1,092.09
1,156.79
1,728.76
1,728.76
G5.2.7
G5.2.7.01
G5.2.7.02
Tonne
Tonne
8.79
8.79
403.72
403.72
95.02
95.02
547.95
612.65
1,046.69
1,111.39
1,727.19
1,727.19
G5.2.8
G5.2.8.01
G5.2.8.02
G5.2.8.03
G5.2.8.04
Tonne
Tonne
Tonne
Tonne
8.35
8.35
7.85
7.85
383.52
383.52
360.55
360.55
90.26
90.26
84.86
84.86
550.90
615.81
554.91
622.98
1,024.68
1,089.59
1,000.32
1,068.39
1,726.33
1,726.33
1,725.35
1,725.35
G5.3
G5.3.3
G5.3.3.01
Tonne
Tonne
13.65
13.65
626.94
626.94
147.56
147.56
4,690.00
4,880.00
5,464.50
5,654.50
6,176.70
6,176.70
Tonne
Tonne
11.82
11.82
542.89
542.89
127.77
127.77
4,070.00
4,240.50
4,740.66
4,911.16
6,173.12
6,173.12
Tonne
Tonne
10.28
10.28
472.16
472.16
111.13
111.13
4,207.00
4,335.00
4,790.29
4,918.29
6,170.11
6,170.11
Tonne
Tonne
9.59
9.59
440.47
440.47
103.67
103.67
5,300.00
5,445.50
5,844.14
5,989.64
6,168.76
6,168.76
Tonne
Tonne
8.79
8.79
403.72
403.72
95.02
95.02
5,715.00
5,844.00
6,213.74
6,342.74
6,167.19
6,167.19
G5.3.3.02
G5.3.4
G5.3.4.01
G5.3.4.02
G5.3.5
G5.3.5.01
G5.3.5.02
G5.3.6
G5.3.6.01
G5.3.6.02
G5.3.7
G5.3.7.01
G5.3.7.02
102
23/08/2010 16:43:56
G5
Reinforcement continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
8.35
8.35
383.52
383.52
90.26
90.26
5,567.00
5,696.50
6,040.78
6,170.28
6,166.33
6,166.33
Kg
G5.3
G5.3.8
G5.3.8.01
G5.3.8.02
G5.5
Special joints
G5.5.1
Plain round steel bars, BS 4449 welded to mild steel; including wire brush cleaning and preparing
surfaces. (Cost of bars not included).
Nr
Nominal size: 6mm
0.70
33.40
2.46
0.04
Nr
Nominal size: 8mm
0.70
33.40
2.46
0.04
Nr
Nominal size: 20mm
1.50
71.56
5.28
0.11
35.90
35.90
76.95
1.54
1.54
3.34
Deformed high yield bars, BS 4449 welded to mild steel; including wire brush cleaning and preparing
surfaces. (Cost of bars not included).
Nr
Nominal size: 6mm
0.70
33.40
2.46
0.04
Nr
Nominal size: 8mm
0.70
33.40
2.46
0.04
Nr
Nominal size: 20mm
1.50
71.56
5.28
0.11
35.90
35.90
76.95
1.54
1.54
3.34
G5.5.3.01
G5.5.3.02
G5.5.3.03
Stainless steel bars type 316, S66 welded to mild steel; including wire brush cleaning and preparing
surfaces. (Cost of bars not included).
Nr
Nominal size: 6mm
0.80
38.17
2.82
0.13
Nr
Nominal size: 8mm
0.80
38.17
2.82
0.13
Nr
Nominal size: 20mm
1.60
76.34
5.63
0.38
41.12
41.12
82.35
1.87
1.87
3.89
G5.6
G5.6.1
G5.6.1.01
G5.6.1.02
m2
m2
0.06
0.06
2.76
2.76
1.35
1.48
4.11
4.24
1.93
3.87
G5.6.2
G5.6.2.01
G5.6.2.02
m2
m2
0.06
0.06
2.76
2.76
1.43
1.85
4.19
4.61
5.57
6.55
G5.6.3
G5.6.3.01
G5.6.3.02
G5.6.3.03
G5.6.3.04
G5.6.3.05
m2
m2
m2
m2
m2
0.06
0.07
0.07
0.07
0.09
2.76
3.22
3.22
3.22
4.13
1.98
3.62
2.23
2.42
2.61
4.74
6.84
5.45
5.64
6.74
7.58
7.66
8.56
9.36
9.92
G5.6.4
G5.6.4.01
G5.6.4.02
m2
m2
0.09
0.10
4.13
4.59
2.87
2.94
7.00
7.53
10.89
11.37
G5.5.1.01
G5.5.1.02
G5.5.1.03
G5.5.2
G5.5.2.01
G5.5.2.02
G5.5.2.03
G5.5.3
Tonne
Tonne
103
CESSM3_Full Book.indd 103
G5
Reinforcement continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G5.6
G5.6.5
G5.6.5.01
G5.6.5.02
m2
m2
0.10
0.10
4.59
4.59
3.67
3.85
8.26
8.44
13.93
14.88
G5.6.6
G5.6.6.01
G5.6.6.02
m2
m2
0.13
0.13
5.97
5.97
1.41
1.41
4.00
4.02
11.38
11.40
15.72
17.12
G5.6.8
G5.6.8.01
G5.6.8.02
m2
m2
0.13
0.14
5.97
6.43
1.41
1.51
5.24
7.04
12.62
14.98
20.69
27.71
G6
Joints
G6.1
G6.1.1
G6.1.1.01
m2
0.10
2.79
0.92
3.71
0.66
G6.1.2
G6.1.2.01
m2
0.09
2.51
0.82
3.33
0.59
G6.1.3
G6.1.3.01
m2
0.08
2.23
0.73
2.96
0.53
G6.2
G6.2.1
G6.2.1.01
G6.2.1.02
G6.2.1.03
m2
m2
m2
0.23
0.23
0.23
11.26
11.26
11.26
7.07
10.85
12.79
18.33
22.11
24.05
1.65
2.38
3.30
G6.2.2
G6.2.2.01
G6.2.2.02
G6.2.2.03
m2
m2
m2
0.20
0.20
0.20
9.79
9.79
9.79
7.07
10.85
12.79
16.86
20.64
22.58
1.65
2.38
3.30
G6.2.3
G6.2.3.01
G6.2.3.02
G6.2.3.03
m2
m2
m2
0.17
0.17
0.17
8.32
8.32
8.32
7.07
10.85
12.79
15.39
19.17
21.11
1.65
2.38
3.30
G6.3
G6.3.1
G6.3.1.01
m2
0.51
24.87
5.63
5.04
35.54
2.81
104
23/08/2010 16:44:00
G6
Joints continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G6.3
G6.3.2
G6.3.2.01
m2
0.69
33.78
7.54
5.04
46.36
3.11
G6.3.3
G6.3.3.01
m2
0.75
36.62
7.93
5.04
49.59
3.20
G6.4
G6.4.1
G6.4.1.01
G6.4.1.02
G6.4.1.03
m2
2
m
m2
0.63
0.63
0.63
30.75
30.75
30.75
3.91
5.63
5.63
12.12
15.90
17.84
46.78
52.28
54.22
4.41
5.19
6.11
G6.4.2
G6.4.2.01
G6.4.2.02
G6.4.2.03
m2
m2
m2
0.69
0.69
0.69
33.78
33.98
33.98
4.30
6.19
6.19
12.12
15.90
17.84
50.20
56.07
58.01
4.49
5.27
6.20
G6.4.3
G6.4.3.01
G6.4.3.02
G6.4.3.03
m2
m2
m2
0.75
0.75
0.75
36.72
36.62
36.62
4.68
6.81
6.81
12.12
15.90
17.84
53.52
59.33
61.27
4.56
5.36
6.29
G6.5
G6.5.1
G6.5.1.01
Nr
Nr
0.55
0.21
26.93
10.28
25.33
35.44
52.26
45.72
9.19
7.16
Nr
0.31
15.18
84.99
100.17
13.17
Nr
0.50
24.48
84.99
109.47
13.17
Nr
0.50
24.48
84.77
109.25
10.28
Nr
0.55
26.93
84.77
111.70
10.28
Nr
0.60
29.38
102.38
131.76
10.48
Nr
0.55
26.93
25.33
52.26
9.19
Nr
0.31
15.18
12.14
27.32
9.98
Nr
0.50
24.48
10.93
35.41
9.98
Nr
0.50
24.48
23.71
48.19
10.28
G6.5.1.02
G6.5.1.03
G6.5.1.04
G6.5.1.05
G6.5.1.06
G6.5.1.07
G6.5.2
G6.5.2.01
G6.5.2.02
G6.5.2.03
G6.5.2.04
105
CESSM3_Full Book.indd 105
G6
Joints continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.55
26.93
25.04
51.97
10.28
Nr
0.60
29.38
28.88
58.26
10.48
Nr
Nr
0.26
0.31
12.73
15.18
9.74
12.45
22.47
27.63
4.99
6.24
Nr
0.36
17.63
17.87
35.50
10.19
Nr
0.36
17.63
22.85
40.48
10.39
Nr
0.55
26.93
19.08
46.01
10.19
Nr
0.60
29.38
20.93
50.31
10.39
Nr
0.55
26.93
28.12
55.05
10.49
Nr
0.60
29.38
34.31
63.69
10.71
Nr
0.60
29.38
28.88
58.26
10.49
Nr
0.60
29.38
35.12
64.50
10.71
Nr
0.65
31.82
34.77
66.59
10.68
Nr
m
0.70
0.26
34.27
12.73
42.20
51.38
76.47
64.11
10.92
10.97
Nr
0.36
17.63
98.70
116.33
13.71
Nr
0.60
29.38
98.70
128.08
13.71
Nr
0.60
29.38
106.29
135.67
10.71
Nr
0.65
31.82
106.28
138.10
10.71
Nr
0.70
34.27
119.37
153.64
10.92
0.27
0.45
0.53
0.71
1.07
1.16
4.45
4.63
4.71
4.89
5.25
5.34
0.01
0.01
0.01
0.02
0.03
0.03
Unit
G6.5
G6.5.2
G6.5.2.05
G6.5.2.06
G6.5.3
G6.5.3.01
G6.5.3.02
G6.5.3.03
G6.5.3.04
G6.5.3.05
G6.5.3.06
G6.5.3.07
G6.5.3.08
G6.5.3.09
G6.5.3.10
G6.5.3.11
G6.5.3.12
G6.5.3.13
G6.5.3.14
G6.5.3.15
G6.5.3.16
G6.5.3.17
G6.5.3.18
G6.7
G6.7.1
G6.7.1.01
G6.7.1.02
G6.7.1.03
G6.7.1.04
G6.7.1.05
G6.7.1.06
Cold poured Expandite Colpor 200 joint sealing compound; forming groove
m
5 x 15mm
0.15
4.18
m
10 x 10mm
0.15
4.18
m
10 x 15mm
0.15
4.18
m
10 x 20mm
0.15
4.18
m
10 x 25mm
0.15
4.18
m
15 x 20mm
0.15
4.18
Kg
106
23/08/2010 16:44:03
G6
Joints continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.25
2.67
2.23
3.56
4.45
3.20
4.45
4.98
5.34
6.76
10.68
5.43
9.64
9.20
10.53
11.42
10.17
11.42
14.73
15.09
16.51
23.22
0.03
0.07
0.06
0.10
0.12
0.09
0.12
0.13
0.14
0.18
0.29
G6.7
G6.7.1
G6.7.1.07
G6.7.1.08
G6.7.1.09
G6.7.1.10
G6.7.1.11
G6.7.1.12
G6.7.1.13
G6.7.1.14
G6.7.1.15
G6.7.1.16
G6.7.1.17
Cold poured Expandite Colpor 200 joint sealing compound; forming groove
m
15 x 25mm
0.15
4.18
m
15 x 40mm
0.25
6.97
m
20 x 25mm
0.25
6.97
m
20 x 40mm
0.25
6.97
m
20 x 50mm
0.25
6.97
m
25 x 30mm
0.25
6.97
m
25 x 40mm
0.25
6.97
m
25 x 50mm
0.35
9.75
m
30 x 40mm
0.35
9.75
m
30 x 50mm
0.35
9.75
m
50 x 50mm
0.45
12.54
G6.8
Dowels
G6.8.1
G6.8.1.01
G6.8.1.10
G6.8.1.11
G6.8.1.12
G6.8
Plain or greased
Plain mild steel dowel bars with cages
0.5m long; cast into one side of joint;
12mm diameter
as above; 16mm diameter
as above; 20mm diameter
as above; 25mm diameter
Plain mild steel dowel bars with cages
1m long; cast into one side of joint;
12mm diameter
as above; 16mm diameter
as above; 20mm diameter
as above; 25mm diameter
Plain mild steel dowel bars with cages
1m
long; cast
into one side of joint and
Joints
continued...
debonding for a length of 500mm;
12mm diameter
as above; 16mm diameter
as above; 20mm diameter
as
above; 25mm diameter
Dowels
G6.8.2
G6.8.2.02
G6.8.2.03
G6.8.2.04
Sleeved or capped
16mm diameter
20mm diameter
25mm diameter
G7
Post-tensioned Prestressing
Note(s):
The following prices are guide prices only for the use in preliminary approximate
estimating.
G6.8.1.02
G6.8.1.03
G6.8.1.04
G6.8.1.05
G6.8.1.06
G6.8.1.07
G6.8.1.08
G6.8.1.09
G6
Kg
Nr
Nr
Nr
Nr
0.10
0.10
0.13
0.13
4.59
4.59
5.74
5.74
0.14
0.25
0.38
0.54
4.73
4.84
6.12
6.28
1.51
2.68
4.19
6.54
Nr
Nr
Nr
Nr
0.13
0.13
0.15
0.15
5.74
5.74
6.89
6.89
0.26
0.46
0.68
0.96
6.00
6.20
7.57
7.85
1.51
2.68
4.19
6.54
Nr
Unit
Nr
Nr
Nr
Labour
0.15
Hours
0.15
0.17
0.17
Labour
6.89
Net
6.89
7.58
7.58
Plant
Net
Materials
0.26
Net
0.46
0.68
0.96
Unit
7.15
Net
7.35
8.26
8.54
1.51
CO 2
2.68
Kg
4.19
6.54
Nr
Nr
Nr
0.17
0.18
0.18
7.58
8.27
8.27
0.46
0.68
0.96
8.04
8.95
9.23
2.68
4.19
6.54
Prestessing tendons vary greatly in size, for example the K-Range system provides tendons with
capacities in the range of 1060 KN to 10230 KN depending on the number of prestressing
strands incorporated in the tendon. The most reasonable method of assessing prestressing costs
is probably that based on the tonnage of prestressing steel required, although prices, even on the
basis, vary considerably depending on the individual tendon capacity, tendon lengths, total
quantities and the type of structure. Tonnage can be assessed on the basis of 4.5kg of steel per
metre per 1000kN of Tendon characteristic strenght (Tendon working loads specified are
normally around 70% of this value). Current prices are around 2750 + 30% per tonne of
prestressing steel. Small works containing less than 15 tonnes of steel would fall at the top end of
this price range with the average around 40-50 tonnes. Unit prices bottom out at 100 tonnes
and over. Tendons less than 15m long are rarely formed from prestressing steel as for these
lengths bar tendons are usually cheaper. EXAMPLE: 12nr. Tendons on each 3 structures, tendons
32mm long with specified force of 3535 KN at 70% characteristic strength.
100% characteristic strength = 3525 / 0.7 = 5036kN
Tonnage = 12 x 3 x 32 x 5036 x 4.5 / 1000 = 26.1 tonnes.
This is a relatively small job so price will be above the median, say 2750 + 15% =
3162.50/tonne x 26.1 tonnes = 82541 and the unit tendon rice / 3 / 12 = 2293 per tendon.
The rates include supplying and threading the prestressing cable, the supply and fixing of steel
107
Copyright 2010 Thomas Telford Limited
ducts and anchorages and the stressing and grouting of the tendons.
*It
CESSM3_Full Book.indd 107
is usual for the main contractor to fix in position in their shutter the load distribution trumpet
23/08/2010 16:44:05
Sleeved or capped
G6.8.2
G6.8.2.02 16mm diameter
G6.8.2.03 20mm diameter
G6.8.2.04 25mm diameter
G6.8
Class G - Dowels
Concrete Ancillaries
Unit
Nr
Nr
Nr
Labour
Hours
0.17
0.18
0.18
Labour
Net
7.58
8.27
8.27
Plant
Net
-
Materials
Net
0.46
0.68
0.96
Unit
Net
8.04
8.95
9.23
CO 2
2.68
Kg
4.19
6.54
0.46
0.68
0.96
8.04
8.95
9.23
2.68
4.19
6.54
G6.8.2
G7
G6.8.2.02
Note(s):
G6.8.2.03
G6.8.2.04
Sleeved or capped
Post-tensioned Prestressing Nr
16mm diameter
0.17
7.58
The
following
for the use
20mm
diameterprices are guide prices onlyNr
0.18in preliminary
8.27 approximate
estimating.
Nr
25mm
diameter
0.18
8.27
-
G7
Prestessing tendons vary greatly in size, for example the K-Range system provides tendons with
Note(s):
strands incorporated in the tendon. The most reasonable method of assessing prestressing costs
The
following
prices
areon
guide
prices only
the use insteel
preliminary
is probably
that
based
the tonnage
of for
prestressing
required,approximate
although prices, even on the
estimating.
basis, vary considerably depending on the individual tendon capacity, tendon lengths, total
quantities and the type of structure. Tonnage can be assessed on the basis of 4.5kg of steel per
Prestessing tendons vary greatly in size, for example the K-Range system provides tendons with
metre per 1000kN of Tendon characteristic strenght (Tendon working loads specified are
capacities in the range of 1060 KN to 10230 KN depending on the number of prestressing
normally around 70% of this value). Current prices are around 2750 + 30% per tonne of
strands incorporated in the tendon. The most reasonable method of assessing prestressing costs
prestressing steel. Small works containing less than 15 tonnes of steel would fall at the top end of
is probably that based on the tonnage of prestressing steel required, although prices, even on the
this price range with the average around 40-50 tonnes. Unit prices bottom out at 100 tonnes
basis, vary considerably depending on the individual tendon capacity, tendon lengths, total
and over. Tendons less than 15m long are rarely formed from prestressing steel as for these
quantities and the type of structure. Tonnage can be assessed on the basis of 4.5kg of steel per
lengths bar tendons are usually cheaper. EXAMPLE: 12nr. Tendons on each 3 structures, tendons
metre per 1000kN of Tendon characteristic strenght (Tendon working loads specified are
32mm long with specified force of 3535 KN at 70% characteristic strength.
normally around 70% of this value). Current prices are around 2750 + 30% per tonne of
prestressing steel. Small works containing less than 15 tonnes of steel would fall at the top end of
100% characteristic strength = 3525 / 0.7 = 5036kN
this price range with the average around 40-50 tonnes. Unit prices bottom out at 100 tonnes
and
over. =
Tendons
15m
long/ 1000
are rarely
formed
from prestressing steel as for these
Tonnage
12 x 3 less
x 32than
x 5036
x 4.5
= 26.1
tonnes.
lengths bar tendons are usually cheaper. EXAMPLE: 12nr. Tendons on each 3 structures, tendons
This is along
relatively
small jobforce
so price
will be
thecharacteristic
median, say strength.
2750 + 15% =
32mm
with specified
of 3535
KNabove
at 70%
3162.50/tonne x 26.1 tonnes = 82541 and the unit tendon rice / 3 / 12 = 2293 per tendon.
The rates
include supplying
threading
prestressing cable, the supply and fixing of steel
100%
characteristic
strengthand
= 3525
/ 0.7 the
= 5036kN
ducts and anchorages and the stressing and grouting of the tendons.
Tonnage = 12 x 3 x 32 x 5036 x 4.5 / 1000 = 26.1 tonnes.
G7.1.6
G7.1.6.01
*It isisusual
for thesmall
mainjob
contractor
position
their shutter
the load
distribution
trumpet
This
a relatively
so price to
willfixbeinabove
theinmedian,
say 2750
+ 15%
=
component of the
anchorage
3162.50/tonne
x 26.1
tonnesassembly.
= 82541 and the unit tendon rice / 3 / 12 = 2293 per tendon.
The
rates continued...
include supplying and threading the prestressing cable, the supply and fixing of steel
Joints
ducts
and anchorages
and theinstressing
and grouting of the tendons.
Horizontal
internal tendons
in situ concrete
Labour
Labour
Plant
Materials
Unit
Hours
Net
Net
Net
Length:
20 -for
25m
*It
is usual
the main contractor to fix in position in their shutter
the
load
distribution
trumpet
Nr
Length:
20
25m
6.00
355.14
337.62
1,650.00
component of the anchorage assembly.
G6.8
G7.1.8
G7.1
G7.1.8.01
G6.8.2
G6.8.2.02
G7.1.6
G7.2
G6.8.2.03
G7.1.6.01
G6.8.2.04
G7.2.6
G7.1.8
G7.2.6.01
G7.1.8.01
Dowels
Length: stated exceeding 30m
Horizontal
Nr
Length; 32m internal tendons in in situ concrete
6.00
Sleeved or capped
Nr
16mm diameter
0.17
Length:
20 - 25m
Inclined or vertical internal tendons in in situ concrete
Nr
20mm diameter
0.18
Nr
Length:
20 - 25m
6.00
Nr
25mm diameter
0.18
Length:
20 - 25m
Length: stated exceeding 30m
Nr
Length: 20 - 25m
8.00
Nr
Length; 32m
6.00
G6
G7.1
G7
G7.2.8
G7.2
G7.2.8.01
Note(s):
G7.2.6
G7.2.6.01
G7.2.8
G7.2.8.01
Unit
Net
2,342.76
Kg
371.68
CO 2
355.14
337.62
1,692.00
2,384.76
395.62
7.58
8.27
355.14
8.27
337.62
-
0.46
0.68
1,650.00
0.96
8.04
8.95
2,342.76
9.23
2.68
4.19
371.68
6.54
473.52
355.14
450.16
337.62
1,650.00
1,692.00
2,573.68
2,384.76
459.90
395.62
1,692.00
2,615.68
483.84
2,573.68
459.90
2,615.68
483.84
2,342.76
371.68
Post-tensioned
Length:
stated exceedingPrestressing
30m
Inclined
or vertical internal tendons in inNrsitu concrete
Length;
32m
8.00
473.52approximate
450.16
The
following
prices are guide prices only for the use
in preliminary
estimating.
Length: 20 - 25m
Nr
Length: 20 - 25m
8.00
473.52
450.16 tendons
1,650.00
Prestessing tendons vary greatly in size, for example
the K-Range
system provides
with
capacities in the range of 1060 KN to 10230 KN depending on the number of prestressing
Length: stated exceeding 30m
strands incorporated in the tendon. The most reasonable method of assessing prestressing costs
Nr
Length; 32m
8.00
473.52
450.16
1,692.00
is probably that based on the tonnage of prestressing steel required, although prices, even on the
basis, vary considerably depending on the individual tendon capacity, tendon lengths, total
quantities and the type of structure. Tonnage can be assessed on the basis of 4.5kg of steel per
metre per 1000kN of Tendon characteristic strenght (Tendon working loads specified are
normally around 70% of this value). Current prices are around 2750 + 30% per tonne of
prestressing steel. Small works containing less than 15 tonnes of steel would fall at the top end of
this price range with the average around 40-50 tonnes. Unit prices bottom out at 100 tonnes
and over. Tendons less than 15m long are rarely formed from prestressing steel as for these
lengths bar tendons are usually cheaper. EXAMPLE: 12nr. Tendons on each 3 structures, tendons
32mm long with specified force of 3535 KN at 70% characteristic strength.
100% characteristic strength = 3525 / 0.7 = 5036kN
Tonnage = 12 x 3 x 32 x 5036 x 4.5 / 1000 = 26.1 tonnes.
This is a relatively small job so price will be above the median, say 2750 + 15% =
3162.50/tonne x 26.1 tonnes = 82541 and the unit tendon rice / 3 / 12 = 2293 per tendon.
The rates include supplying and threading the prestressing cable, the supply and fixing of steel
ducts and anchorages and the stressing and grouting of the tendons.
*It is usual for the main contractor to fix in position in their shutter the load distribution trumpet
component of the anchorage assembly.
G7.1
G7.1.6
20Thomas
- 25m Telford Limited
Copyright Length:
2010
G7.1.6.01 Length: 20 - 25m
G7.1.8
Length:
CESSM3_Full
Book.indd 108
Nr
6.00
108
355.14
337.62
1,650.00
23/08/2010 16:44:06
G8
Concrete Accessories
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
G8.1
G8.1.1
G8.1.1.01
G8.1.1.02
Wood Float
level
to crossfalls
m2
m2
0.05
0.07
1.39
1.95
1.39
1.95
G8.1.2
G8.1.2.01
G8.1.2.02
Steel trowel
level
to crossfalls
m2
m2
0.05
0.07
1.39
1.95
1.39
1.95
G8.2
G8.2.2
G8.2.2.01
G8.2.2.02
G8.2.2.03
Bush hammering
walls
beams
columns
m2
m2
m2
0.70
1.00
0.83
19.51
27.87
23.13
6.41
9.15
7.59
25.92
37.02
30.72
4.62
6.59
5.47
G8.2.3
G8.2.3.01
G8.2.3.02
G8.2.3.03
4.74
5.57
5.57
4.74
5.57
5.57
G8.3
Inserts
G8.3.1
G8.3.1.01
Linear inserts
Building in pipes (supply excluded);
250mm thick reinforced concrete;
100mm nominal bore
as above; 150mm nominal bore
as above; 300mm nominal bore
G8.3.1.02
G8.3.1.03
G8.3.2
G8.3.2.01
m
m
m
0.34
0.34
0.45
16.65
16.65
22.03
16.65
16.65
22.03
Nr
Nr
0.25
0.25
12.24
12.24
0.10
0.10
12.34
12.34
0.35
0.35
Nr
Nr
0.25
0.25
12.24
12.24
0.19
0.29
12.43
12.53
0.70
1.05
G8.3.2.02
G8.3.2.03
G8.3.2.04
Other inserts
Grouting in foundation bolts (supply
excluded); 250mm thick reinforced
concrete; 20 x 20 x 100mm deep
as above; 25 x 25 x 175mm deep
as above; 200 x 200 x 500mm deep
as above; 300 x 200 x 500mm deep
G8.4
G8.4.1
G8.4.1.01
Nr
0.34
16.65
0.29
16.94
1.05
Nr
0.45
22.03
0.58
22.61
2.11
Nr
0.34
16.65
0.58
17.23
2.11
G8.4.1.02
G8.4.2
G8.4.2.01
109
CESSM3_Full Book.indd 109
G8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.45
22.03
1.15
23.18
4.22
Nr
0.45
22.03
0.96
22.99
3.51
Nr
0.60
29.38
0.96
30.34
3.51
Nr
0.50
24.48
4.80
29.28
17.57
Nr
0.60
29.38
4.80
34.18
17.57
Unit
G8.4
G8.4.2
G8.4.2.02
G8.4.3
G8.4.3.01
G8.4.3.02
G8.4.4
G8.4.4.01
G8.4.4.02
Kg
110
23/08/2010 16:44:09
CLASS H:
PRECAST CONCRETE
23/08/2010 16:44:09
23/08/2010 16:44:09
Qty
2
1
1
Rate
x
x
x
14.34
16.99
13.53
Total
=
=
=
28.68
16.99
13.53
59.20
56.27
56.27
Plant
P G0001ICE
113
CESSM3_Full Book.indd 113
56.27
Note(s):
The following prices regarding bridge beams has been derived from a specialist sub-contractor
and are guide prices for approximate estimating purpose only. The prices are for supply and
deliver only.
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
700.00
700.00
404.20
Nr
800.00
800.00
438.60
Nr
900.00
900.00
470.85
Nr
1,000.00
1,000.00
761.10
Nr
1,200.00
1,200.00
808.40
Nr
1,300.00
1,300.00
860.00
Nr
1,500.00
1,500.00
913.75
Nr
1,700.00
1,700.00
963.20
Nr
1,800.00
1,800.00
1,517.90
Nr
2,000.00
2,000.00
1,597.45
Unit
H2.3
Length: 7 - 10m
H2.3.4
H2.3.4.01
Mass: 1 - 2 t
Bridge Beams; Inverted 'T' Beams;
Length 8m; top flange width 205mm;
bottom flange width 495mm; Section
T1; depth 380mm; cross-sectional
area 98000mm2; mass 1.88 t
H2.3.5
H2.3.5.01
H2.3.5.02
Mass: 2 - 5 t
Bridge Beams; Inverted 'T' Beams;
Length 8m; top flange width 205mm;
bottom flange width 495mm; Section
T2; depth 420mm; cross-sectional
area 106200mm2; mass 2.04t
as above; Section T3; depth 535mm;
cross-sectional area 114275mm2;
mass 2.19 t
H2.4
Length: 10 - 15m
2.4.5
H2.4.5.01
H
Mass: 2 - 5t
Bridge Beams; Inverted 'T' Beams;
Length 12m; top flange width 205mm;
bottom flange width 495mm; Section
T4; depth 575mm; cross-sectional
area 122475mm2; mass 3.54 t
as above; Section T5; depth 615mm;
cross-sectional area 130675mm2;
mass 3.76 t
as above; Section T6; depth 655mm;
cross-sectional area 138875mm2;
mass 4 t
as above; Section T7; depth 695mm;
cross-sectional area 147075mm2;
mass 4.25 t
as above; Section T8; depth 735mm;
cross-sectional area 155160mm2;
mass 4.48 t
H2.4.5.02
H2.4.5.03
H2.4.5.04
H2.4.5.05
H2.5
Length: 15 - 20m
2.5.6
H2.5.6.01
H
Mass: 5 - 10t
Bridge Beams; Inverted 'T' Beams;
Length 18m; top flange width 400mm;
bottom flange width 970mm; Section
T9; depth 775mm; cross-sectional
area 163 360mm2; mass 7.06 t
as above; Section T10; depth 815mm;
cross-sectional area 171560mm2;
mass 7.43 t
H2.5.6.02
Kg
114
23/08/2010 16:44:10
H2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
4,600.00
4,600.00
2,945.50
Nr
5,200.00
5,200.00
3,246.50
Nr
6,200.00
6,200.00
3,304.55
Nr
4,600.00
4,600.00
2,666.00
Nr
5,400.00
5,400.00
2,924.00
8,100.00
8,100.00
4,343.00
9,600.00
9,600.00
4,652.60
11,200.00
11,200.00
4,957.90
13,400.00
13,400.00
5,263.20
Nr
6,600.00
6,600.00
4,214.00
Nr
7,600.00
7,600.00
4,622.50
Nr
6,400.00
6,400.00
4,403.20
Nr
7,200.00
7,200.00
4,403.20
Nr
8,400.00
8,400.00
4,478.45
Unit
H2.5
Length: 15 - 20m
H2.5.7
H2.5.7.01
Mass: 10 - 20 t
Bridge Beams; 'M' Beams; Length
18m; base width 970mm; leg thickness
165mm; Section M2; depth 720mm;
cross-sectional area 316650mm2;
mass 13.7 t
as above; Section M3; depth 800mm;
cross-sectional area 348650mm2;
mass 15.1 t
as above; Section M4; depth 880mm;
cross-sectional area 355050mm2;
mass 15.37 t
Bridge Beams; 'Y' Beams; Length 16m;
base width 750mm; Section Y1; depth
700mm; cross sectional area
309202mm2; mass 12.4 t
as above; Section Y2; depth 800mm;
cross sectional area 339882mm2;
mass 13.6 t
H2.5.7.02
H2.5.7.03
H2.5.7.04
H2.5.7.05
H2.5.8
H2.5.8.01
H2.5.8.02
H2.5.8.03
H2.5.8.04
H2.6
Length: 20 - 30m
H2.6.7
H2.6.7.01
Mass: 10 - 20 t
Section Y3; depth 900mm; cross
sectional area 373444mm2; mass
19.6 t
as above; Section Y4; depth 1000mm;
cross sectional area 409890mm2;
mass 21.5 t
H2.6.7.02
H2.6.8
H2.6.8.01
H2.6.8.02
H2.6.8.03
Mass: exceeding 20 t
Bridge Beams; 'M' Beams; Length
22m; top flange width 400mm;
bottom flange width 970mm; Section
M5; depth 960mm; cross-sectional
area 380650mm2; mass 20.13 t
as above; Section M6; depth 1040mm;
cross-sectional area 387050mm2;
mass 20.48 t
as above; Section M7; depth 1120mm;
cross-sectional area 393450mm2;
mass 20.83 t
115
CESSM3_Full Book.indd 115
Kg
H2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
8,100.00
8,100.00
5,635.15
Nr
9,200.00
9,200.00
5,719.00
Nr
10,100.00
10,100.00
6,155.45
Nr
15,300.00
15,300.00
6,806.90
Nr
17,300.00
17,300.00
7,185.30
Nr
19,500.00
19,500.00
10,298.50
Nr
21,100.00
21,100.00
10,823.10
Nr
23,400.00
23,400.00
11,332.65
Nr
8,700.00
8,700.00
6,041.50
Nr
9,800.00
9,800.00
6,600.50
Nr
11,100.00
11,100.00
8,643.00
Nr
12,000.00
12,000.00
9,438.50
Unit
H2.6
Length: 20 - 30m
H2.6.8
H2.6.8.04
H2.6.8.05
H2.6.8.06
H2.6.8.07
H2.6.8.08
H2.6.8.09
H2.6.8.10
H2.6.8.11
H2.6.8.12
H2.6.8.13
H2.6.8.14
H2.6.8.15
Kg
116
23/08/2010 16:44:12
H5
Slabs
Note(s):
Prestressed precast concrete floors or roofs; hoisting and fixing on prepared bearings; grouting
joints; designed to allow 1.5kN/m2 for screeds.
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
H5.3
Area: 4 - 15m2
H5.3.5
H5.3.5.01
Mass: 2 - 5 t
Prestressed precast concrete floors or
roofs; hoisting and fixing on prepared
bearings; grouting joints; designed to
allow 1.5kN/m2 for screeds;
Superimposed loads maximum
5kN/m2; 6m x 1.2m x 250mm deep;
mass 4.25 t
Nr
1.00
59.19
56.27
288.00
403.46
957.86
H5.3.6
H5.3.6.01
Mass: 5 - 10 t
Prestressed precast concrete floors or
roofs; hoisting and fixing on prepared
bearings; grouting joints; designed to
allow 1.5kN/m2 for screeds;
Superimposed loads maximum
5kN/m2; 9m x 1.2m x 250mm deep;
mass 6.4 t
Nr
1.00
59.19
56.27
432.00
547.46
1,420.11
H5.3.6.02
Nr
1.00
59.19
56.27
648.00
763.46
1,871.61
Mass: 10 - 20 t
Prestressed precast concrete floors or
roofs; hoisting and fixing on prepared
bearings; grouting joints; designed to
allow 1.5kN/m2 for screeds;
Superimposed loads maximum
10kN/m2; 6m x 2.4m x 300mm deep;
mass 10.2 t
Nr
1.00
59.19
56.27
576.00
691.46
2,237.11
H5.3.7
H5.3.7.01
H5.4
Area: 15 - 50m2
H5.4.8
H5.4.8.01
Nr
1.00
59.19
56.27
1,080.00
1,195.46
4,430.11
H5.4.8.02
Nr
1.00
59.19
56.27
1,728.00
1,843.46
8,816.11
117
CESSM3_Full Book.indd 117
H7
Note(s):
Culverts
The prices are specialist sub-contractor guide prices for approximate estimating only. The prices
are for supply and delivery only and are applicable to sites within 100 miles of the point of supply
for minimum quantities of 30 linear metres which are not subjected to deep fill conditions.
Conditions of exposure assumed to be severe. Standard cross-sections are available in many sizes
and firm prices can only be quoted against full loading information and design specification.
Unit
H7.1
H7.1.1
H7.1.1.01
H7.1.1.02
H7.1.1.03
H7.1.1.04
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
220.50
585.75
823.50
1,119.00
220.50
585.75
823.50
1,119.00
285.95
520.30
1,092.20
1,391.05
Kg
118
23/08/2010 16:44:14
CLASS I:
PIPEWORK - PIPES
23/08/2010 16:44:14
23/08/2010 16:44:14
Qty
1
1
1
5
Rate
x
x
x
x
13.53
16.99
14.34
12.56
2
1
1
8
1
x
x
x
x
x
13.53
16.99
14.34
12.56
14.34
1
1
5
1
x
x
x
x
16.99
15.91
12.56
13.53
1
1
8
2
1
x
x
x
x
x
16.99
15.91
12.56
13.53
14.34
1
1
3
1
5
x
x
x
x
x
16.99
16.68
14.34
13.53
12.56
1
8
3
1
1
1
x
x
x
x
x
x
16.99
12.56
14.34
16.68
13.53
14.34
121
CESSM3_Full Book.indd 121
2
4
5
1
1
x
x
x
x
x
16.68
14.34
12.56
16.99
13.53
Total
=
=
=
=
13.53
16.99
14.34
62.80
107.66
=
=
=
=
=
27.06
16.99
14.34
100.48
14.34
173.21
=
=
=
=
16.99
15.91
62.80
13.53
109.23
=
=
=
=
=
16.99
15.91
100.48
27.06
14.34
174.78
=
=
=
=
=
16.99
16.68
43.02
13.53
62.80
153.02
=
=
=
=
=
=
16.99
100.48
43.02
16.68
13.53
14.34
205.04
=
=
=
=
=
33.37
57.36
62.80
16.99
13.53
184.05
1
1
2
1
4
8
x
x
x
x
x
x
16.99
13.53
16.68
14.34
14.34
12.56
x
x
x
x
13.53
16.99
14.34
12.56
1
1
2
1
x
x
x
x
16.99
14.34
12.56
13.53
1
1
2
1
x
x
x
x
16.99
15.91
12.56
13.53
1
2
2
1
1
x
x
x
x
x
16.68
14.34
12.56
13.53
16.99
1
2
5
1
1
x
x
x
x
x
16.68
14.34
12.56
13.53
16.99
=
=
=
=
=
=
16.99
13.53
33.37
14.34
57.36
100.48
236.07
=
=
=
=
13.53
16.99
14.34
50.24
95.10
=
=
=
=
16.99
14.34
25.12
13.53
69.98
=
=
=
=
16.99
15.91
25.12
13.53
71.55
=
=
=
=
=
16.68
28.68
25.12
13.53
16.99
101.00
=
=
=
=
=
16.68
28.68
62.80
13.53
16.99
138.68
=
=
=
=
=
=
33.98
2.74
2.36
7.15
5.56
15.10
66.89
=
=
=
=
=
=
=
41.41
8.23
2.76
11.92
7.95
1.83
15.10
89.20
Plant
P A1184ICE
1
1
1
90
70
1
x
x
x
x
x
x
33.98
2.74
2.36
0.08
0.08
15.10
1
2
1
150
100
3
1
x
x
x
x
x
x
x
41.41
4.12
2.76
0.08
0.08
0.61
15.10
122
23/08/2010 16:44:14
1
1
1
90
70
1
1
x
x
x
x
x
x
x
41.41
2.74
2.36
0.08
0.08
38.37
15.10
1
2
1
150
100
3
1
1
x
x
x
x
x
x
x
x
41.41
4.12
2.76
0.08
0.08
0.61
38.37
15.10
1
1
1
90
70
1
1
1
x
x
x
x
x
x
x
x
33.98
2.74
2.36
0.08
0.08
15.10
4.18
41.44
1
2
1
150
100
3
1
1
1
x
x
x
x
x
x
x
x
x
41.41
4.12
2.76
0.08
0.08
0.61
15.10
4.18
38.37
1
1
1
90
70
1
1
1
x
x
x
x
x
x
x
x
41.41
2.74
2.36
0.08
0.08
15.10
4.18
38.37
123
CESSM3_Full Book.indd 123
1
2
1
150
100
3
1
2
1
x
x
x
x
x
x
x
x
x
41.41
4.12
2.76
0.08
0.08
0.61
15.10
4.18
48.55
=
=
=
=
=
=
=
41.41
2.74
2.36
7.15
5.56
38.37
15.10
112.69
=
=
=
=
=
=
=
=
41.41
8.23
2.76
11.92
7.95
1.83
38.37
15.10
127.57
=
=
=
=
=
=
=
=
33.98
2.74
2.36
7.15
5.56
15.10
4.18
41.44
112.51
=
=
=
=
=
=
=
=
=
41.41
8.23
2.76
11.92
7.95
1.83
15.10
4.18
38.37
131.75
=
=
=
=
=
=
=
=
41.41
2.74
2.36
7.15
5.56
15.10
4.18
38.37
116.87
=
=
=
=
=
=
=
=
=
41.41
8.23
2.76
11.92
7.95
1.83
15.10
8.37
48.55
146.12
x
x
2.76
35.36
38.37
2
1
x
x
4.18
41.44
2
1
1
90
70
1
2
x
x
x
x
x
x
x
33.98
2.74
2.36
0.08
0.08
15.10
6.39
=
=
2.76
17.68
20.44
38.37
38.37
=
=
8.37
41.44
49.81
=
=
=
=
=
=
=
67.96
2.74
2.36
7.15
5.56
15.10
12.78
113.65
124
23/08/2010 16:44:14
Unit prices for this section are based upon the following assumptions:
1) Excavations require a minimum of pumping.
2) No allowance has been made for testing pipework.
3) Prices include for backfilling trenches with excavated material and spreading surplus at sides of
trench.
4) No allowance has been made for Double Handling of pipes along an easement.
5) Back-fill hard rammed around small sizes up to 150mm above crown then in layers compacted
with plate vibrator.
6) Deep dig prices allow for some support but exclude close sheeting or driven piling. Prices also
assume adequate working space to batter sides and store excavated material.
7) No allowance has been made for encountering cross services.
8) Steel pipe items are shown with and without linings.
9) Backfill excluded from prices for pipes in French Drains.
10) Gang build ups assume 'Deep Trench' = 3 - 3.5m deep or over and 'Large bore' = 600mm
diameter or over.
I1
Clay Pipes
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.06
0.08
6.46
8.18
4.01
5.09
15.77
18.99
26.24
32.26
11.29
16.57
m
m
m
0.06
0.08
0.09
6.46
8.18
9.58
4.01
5.09
5.95
4.58
14.29
29.36
15.05
27.56
44.89
6.03
9.84
13.57
m
m
0.06
0.08
6.46
8.18
4.01
5.09
7.30
18.09
17.77
31.36
11.29
16.57
m
m
0.06
0.08
6.46
8.18
4.01
5.09
15.95
20.97
26.42
34.24
11.29
16.57
m
m
0.06
0.08
6.46
8.18
4.01
5.09
12.16
16.62
22.63
29.89
6.03
9.84
m
m
0.04
0.04
4.31
3.80
2.68
2.68
4.37
4.37
11.36
10.85
4.71
4.71
m
m
0.05
0.05
4.84
4.28
3.01
3.01
6.75
6.75
14.60
14.04
6.13
6.13
m
m
0.05
0.05
5.38
4.75
3.35
3.35
13.66
13.66
22.39
21.76
10.96
10.96
Unit
I1.1
I1.1.2
I1.1.2.01
I1.1.2.02
I1.1.2.03
I1.1.2.04
I1.1.2.05
I1.1.2.06
I1.1.2.07
I1.1.2.08
I1.1.2.09
I1.1.2.10
I1.1.2.11
I1.1.2.12
I1.1.2.13
I1.1.2.14
I1.1.2.15
I1.1.2.16
I1.1.2.17
125
CESSM3_Full Book.indd 125
Kg
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.08
0.09
8.18
9.37
5.09
5.82
15.77
18.99
29.04
34.18
11.72
16.86
m
m
m
0.08
0.09
0.10
8.18
9.37
10.44
5.09
5.82
6.49
4.58
14.29
29.36
17.85
29.48
46.29
6.45
10.13
13.78
m
m
0.08
0.09
8.18
9.37
5.09
5.82
7.30
18.09
20.57
33.28
11.72
16.86
m
m
0.08
0.09
8.18
9.37
5.09
5.82
15.95
20.97
29.22
36.16
11.72
16.86
m
m
0.08
0.09
8.18
9.37
5.09
5.82
12.16
16.62
25.43
31.81
6.45
10.13
m
m
0.06
0.06
6.46
5.71
4.01
4.01
4.37
4.37
14.84
14.09
5.23
5.23
m
m
0.07
0.07
7.00
6.18
4.35
4.35
6.75
6.75
18.10
17.28
6.65
6.65
m
m
0.07
0.07
7.54
6.66
4.68
4.68
13.66
13.66
25.88
25.00
11.49
11.49
m
m
0.11
0.12
11.52
12.81
7.16
7.96
15.77
18.99
34.45
39.76
12.53
17.70
m
m
m
0.11
0.12
0.13
11.52
12.81
14.10
7.16
7.96
8.77
4.58
14.29
29.36
23.26
35.06
52.23
7.27
10.97
14.68
m
m
0.11
0.12
11.52
12.81
7.16
7.96
7.30
18.09
25.98
38.86
12.53
17.70
m
m
0.11
0.12
11.52
12.81
7.16
7.96
15.95
20.97
34.63
41.74
12.53
17.70
0.11
11.52
7.16
12.16
30.84
7.27
Unit
I1.1
I1.1.3
I1.1.3.01
I1.1.3.02
I1.1.3.03
I1.1.3.04
I1.1.3.05
I1.1.3.06
I1.1.3.07
I1.1.3.08
I1.1.3.09
I1.1.3.10
I1.1.3.11
I1.1.3.12
I1.1.3.13
I1.1.3.14
I1.1.3.15
I1.1.3.16
I1.1.3.17
I1.1.4
I1.1.4.01
I1.1.4.02
I1.1.4.03
I1.1.4.04
I1.1.4.05
I1.1.4.06
I1.1.4.07
I1.1.4.08
I1.1.4.09
I1.1.4.10
Kg
126
23/08/2010 16:44:16
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.12
12.81
7.96
16.62
37.39
10.97
m
m
0.10
0.10
10.77
9.51
6.69
6.69
13.66
13.66
31.12
29.86
12.28
12.28
m
m
0.13
0.15
14.32
15.93
8.90
9.90
15.77
18.99
38.99
44.82
13.22
18.47
m
m
m
0.13
0.15
0.16
14.32
15.93
17.23
8.90
9.90
10.71
4.58
14.29
29.36
27.80
40.12
57.30
7.95
11.73
15.44
m
m
0.13
0.15
14.32
15.93
8.90
9.90
7.30
18.09
30.52
43.92
13.22
18.47
m
m
0.13
0.15
14.32
15.93
8.90
9.90
15.95
20.97
39.17
46.80
13.22
18.47
m
m
0.13
0.15
14.00
15.93
8.70
9.90
12.16
16.62
34.86
42.45
7.87
11.73
m
m
0.18
0.20
30.83
33.78
15.88
17.39
15.77
18.99
62.48
70.16
16.07
21.54
m
m
m
0.18
0.20
0.20
30.83
33.78
34.64
15.88
17.39
17.84
4.58
14.29
29.36
51.29
65.46
81.84
10.81
14.81
18.37
m
m
0.18
0.20
30.83
33.78
15.88
17.39
7.30
18.09
54.01
69.26
16.07
21.54
m
m
0.18
0.20
30.83
33.78
15.88
17.39
15.95
20.97
62.66
72.14
16.07
21.54
m
m
0.18
0.20
30.83
33.78
15.88
17.39
12.16
16.62
58.87
67.79
10.81
14.81
Unit
I1.1
I1.1.4
I1.1.4.11
I1.1.4.12
I1.1.4.13
I1.1.5
I1.1.5.01
I1.1.5.02
I1.1.5.03
I1.1.5.04
I1.1.5.05
I1.1.5.06
I1.1.5.07
I1.1.5.08
I1.1.5.09
I1.1.5.10
I1.1.5.11
I1.1.6
I1.1.6.01
I1.1.6.02
I1.1.6.03
I1.1.6.04
I1.1.6.05
I1.1.6.06
I1.1.6.07
I1.1.6.08
I1.1.6.09
I1.1.6.10
I1.1.6.11
127
CESSM3_Full Book.indd 127
Kg
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.21
0.24
37.41
40.70
15.77
20.96
19.27
18.99
72.45
80.65
17.43
22.97
m
m
m
0.22
0.24
0.25
37.41
40.70
43.30
19.27
20.96
22.30
4.58
14.29
29.36
61.26
75.95
94.96
12.17
16.23
20.16
m
m
0.22
0.24
37.41
40.70
19.27
20.96
7.30
18.09
63.98
79.75
17.43
22.97
m
m
0.22
0.24
37.41
40.70
19.27
20.96
15.95
20.97
72.63
82.63
17.43
22.97
m
m
0.22
0.24
37.41
40.70
19.27
20.96
12.16
16.62
68.84
78.28
12.17
16.23
m
m
0.40
0.53
69.28
92.32
35.68
47.54
15.77
15.77
120.73
155.63
24.01
28.76
m
m
0.42
0.57
72.92
98.90
37.55
50.93
18.99
18.99
129.46
168.82
29.61
34.97
m
m
0.40
0.53
69.28
92.32
35.68
47.54
4.58
4.58
109.54
144.44
18.74
23.49
m
m
0.42
0.57
72.92
98.90
37.55
50.93
14.29
14.29
124.76
164.12
22.88
28.24
m
m
0.44
0.62
76.91
106.52
39.60
54.86
29.36
29.36
145.87
190.74
27.09
33.20
m
m
0.40
0.53
69.28
92.32
35.68
47.54
7.30
7.30
112.26
147.16
24.01
28.76
m
m
0.42
0.57
72.92
98.90
37.55
50.93
18.09
18.09
128.56
167.92
29.61
34.97
m
m
0.40
0.53
69.28
92.32
35.68
47.54
15.95
15.95
120.91
155.81
24.01
28.76
0.42
72.92
37.55
20.97
131.44
29.61
Unit
I1.1
I1.1.7
I1.1.7.01
I1.1.7.02
I1.1.7.03
I1.1.7.04
I1.1.7.05
I1.1.7.06
I1.1.7.07
I1.1.7.08
I1.1.7.09
I1.1.7.10
I1.1.7.11
I1.1.8
I1.1.8.01
I1.1.8.02
I1.1.8.03
I1.1.8.04
I1.1.8.05
I1.1.8.06
I1.1.8.07
I1.1.8.08
I1.1.8.09
I1.1.8.10
I1.1.8.11
I1.1.8.12
I1.1.8.13
I1.1.8.14
I1.1.8.15
I1.1.8.16
I1.1.8.17
Kg
128
23/08/2010 16:44:18
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.57
98.90
50.93
20.97
170.80
34.97
m
m
0.40
0.53
69.28
92.32
35.68
47.54
12.16
12.16
117.12
152.02
18.74
23.49
m
m
0.42
0.57
72.92
98.90
37.55
50.93
16.62
16.62
127.09
166.45
22.88
28.24
m
m
0.09
0.11
10.12
12.27
6.29
7.63
36.65
57.29
53.06
77.19
22.83
38.29
0.09
10.12
6.29
35.90
52.31
21.12
m
m
0.09
0.11
10.12
11.84
6.29
7.36
42.36
66.18
58.77
85.38
22.83
38.19
m
m
0.09
0.11
10.12
12.27
6.29
7.63
40.55
63.91
56.96
83.81
22.83
38.29
m
m
0.09
0.11
10.12
11.84
6.29
7.36
32.46
58.27
48.87
77.47
21.12
32.34
0.07
7.54
4.68
34.57
46.79
17.08
m
m
0.10
0.12
10.87
13.24
6.76
8.23
36.65
57.29
54.28
78.76
23.02
38.53
0.10
10.87
6.76
35.90
53.53
21.30
m
m
0.10
0.12
10.87
13.24
6.76
8.23
42.36
66.18
59.99
87.65
23.02
38.53
m
m
0.10
0.12
10.87
13.24
6.76
8.23
40.55
63.91
58.18
85.38
23.02
38.53
0.10
10.87
6.76
32.46
50.09
21.30
Unit
I1.1
I1.1.8
I1.1.8.18
I1.1.8.19
I1.1.8.22
I1.2
I1 2.2
I1.2.2.01
.
I1.1.8.20
I1.1.8.21
I1.2.2.02
I1.2.2.03
I1.2.2.04
I1.2.2.05
I1.2.2.06
I1.2.2.07
I1.2.2.08
I1.2.2.09
I1.2.2.10
I1 2.3
I1.2.3.01
.
I1.2.3.02
I1.2.3.03
I1.2.3.04
I1.2.3.05
I1.2.3.06
I1.2.3.07
I1.2.3.08
129
CESSM3_Full Book.indd 129
Kg
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.12
13.24
8.23
58.27
79.74
32.68
0.09
9.69
6.02
34.57
50.28
17.61
m
m
0.14
0.15
14.64
15.61
9.10
9.70
36.65
57.29
60.39
82.60
23.94
39.11
0.14
14.64
9.10
35.90
59.64
22.22
0.14
14.64
9.10
42.36
66.10
23.94
0.15
15.61
9.70
66.18
91.49
39.11
m
m
0.14
0.15
14.64
15.61
9.10
9.70
40.55
63.91
64.29
89.22
23.94
39.11
m
m
0.14
0.15
14.64
15.61
9.10
9.70
32.46
58.27
56.20
83.58
22.22
33.26
0.13
13.46
8.36
34.57
56.39
18.53
m
m
0.17
0.19
17.98
20.56
11.17
12.78
36.65
57.29
65.80
90.63
24.75
40.32
0.17
17.98
11.17
35.90
65.05
23.04
0.17
17.98
11.17
42.36
71.51
24.75
Unit
I1.2
I1.2.3
I1.2.3.09
I1.2.3.10
I1.2.4
I1.2.4.01
I1.2.4.02
I1.2.4.03
I1.2.4.04
I1.2.4.05
I1.2.4.06
I1.2.4.07
I1.2.4.08
I1.2.4.09
I1.2.4.10
I1.2.5
I1.2.5.01
I1.2.5.02
I1.2.5.03
I1.2.5.04
I1.2.5.05
I1.2.5.06
I1.2.5.07
I1.2.5.08
I1.2.5.09
I1.2.6
I1.2.6.01
I1.2.6.02
I1.2.6.03
Kg
0.19
20.56
12.78
66.18
99.52
40.32
m
m
0.17
0.19
17.98
20.56
11.17
12.78
40.55
63.91
69.70
97.25
24.75
40.32
m
m
0.17
0.19
17.98
20.56
11.17
12.78
32.46
66.18
61.61
99.52
23.04
40.32
m
m
0.22
0.24
37.41
41.92
19.27
21.59
36.65
57.29
93.33
120.80
28.07
43.94
0.22
37.41
19.27
35.90
92.58
26.36
130
23/08/2010 16:44:20
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.22
0.24
37.41
41.92
19.27
21.59
42.36
66.18
99.04
129.69
28.07
43.94
m
m
0.22
0.24
37.41
41.92
19.27
21.59
40.55
63.91
97.23
127.42
28.07
43.94
m
m
0.22
0.24
37.41
41.92
19.27
21.59
32.46
58.27
89.14
121.78
26.36
38.09
m
m
0.27
0.31
46.25
53.35
23.82
27.47
36.65
57.29
106.72
138.11
29.90
46.30
0.28
47.81
24.62
35.90
108.33
28.50
m
m
0.27
0.31
46.25
53.35
23.82
27.47
42.36
66.18
112.43
147.00
29.90
46.30
m
m
0.27
0.31
46.25
53.35
23.82
27.47
40.55
63.91
110.62
144.73
29.90
46.30
m
m
0.27
0.31
46.25
53.35
23.82
27.47
32.46
58.27
102.53
139.09
28.18
40.45
0.47
0.62
81.58
106.52
42.01
54.86
36.65
36.65
160.24
198.03
37.18
42.33
0.50
0.67
86.61
116.05
44.60
59.76
57.29
57.29
188.50
233.10
53.16
59.23
0.47
0.62
81.58
106.52
42.01
54.86
35.90
35.90
159.49
197.28
35.47
40.61
0.47
0.62
81.58
106.52
42.01
54.86
42.36
42.36
165.95
203.74
37.18
42.33
0.50
86.61
44.60
66.18
197.39
53.16
Unit
I1.2
I1.2.6
I1.2.6.04
I1.2.6.05
I1.2.6.06
I1.2.6.07
I1.2.6.08
I1.2.6.09
I1.2.7
I1.2.7.01
I1.2.7.02
I1.2.7.03
I1.2.7.04
I1.2.7.05
I1.2.7.06
I1.2.7.07
I1.2.7.08
I1.2.7.09
I1.2.8
I1.2.8.01
I1.2.8.02
I1.2.8.03
I1.2.8.04
I1.2.8.05
I1.2.8.06
I1.2.8.07
I1.2.8.08
I1.2.8.09
131
CESSM3_Full Book.indd 131
Kg
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.67
116.05
59.76
66.18
241.99
59.23
m
m
0.47
0.62
81.58
106.52
42.01
54.86
40.55
40.55
164.14
201.93
37.18
42.33
m
m
0.50
0.67
86.61
116.05
44.60
59.76
63.91
63.91
195.12
239.72
53.16
59.23
m
m
0.47
0.62
81.58
106.52
42.01
54.86
32.46
32.46
156.05
193.84
35.47
40.61
m
m
0.50
0.67
86.61
116.05
44.60
59.76
58.27
58.27
189.48
234.08
47.31
53.38
m
m
0.12
0.16
13.24
17.23
8.23
10.71
138.79
183.61
160.26
211.55
54.67
79.21
m
m
0.12
0.16
13.24
17.23
8.23
10.71
154.01
196.16
175.48
224.10
54.67
79.21
m
m
0.12
0.16
13.24
17.23
8.23
10.71
102.50
168.88
123.97
196.82
54.67
79.21
m
m
0.13
0.20
14.32
21.53
8.90
13.38
138.79
183.61
162.01
218.52
54.93
80.27
m
m
0.13
0.20
14.32
21.53
8.90
13.38
154.01
196.16
177.23
231.07
54.93
80.27
m
m
0.13
0.20
14.32
21.53
8.90
13.38
102.50
168.88
125.72
203.79
54.93
80.27
m
m
0.19
0.23
20.02
24.65
12.45
15.32
138.79
183.61
171.26
223.58
56.33
81.03
Unit
I1.2
I1.2.8
I1.2.8.10
I1.2.8.11
I1.2.8.18
I1.3
I1.3.2
I1.3.2.01
I1.2.8.12
I1.2.8.13
I1.2.8.14
I1.2.8.15
I1.2.8.16
I1.2.8.17
I1.3.2.02
I1.3.2.03
I1.3.2.04
I1.3.2.05
I1.3.2.06
I1.3.3
I1.3.3.01
I1.3.3.02
I1.3.3.03
I1.3.3.04
I1.3.3.05
I1.3.3.06
I1.3.4
I1.3.4.01
I1.3.4.02
Kg
132
23/08/2010 16:44:23
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.19
0.23
20.02
24.65
12.45
15.32
154.01
196.16
186.48
236.13
56.33
81.03
m
m
0.19
0.23
20.02
24.65
12.45
15.32
102.50
168.88
134.97
208.85
56.33
81.03
m
m
0.22
0.27
23.90
28.75
14.85
17.86
138.79
183.61
177.54
230.22
57.27
82.03
m
m
0.22
0.27
23.90
28.75
14.85
17.86
154.01
196.16
192.76
242.77
57.27
82.03
m
m
0.22
0.27
23.90
28.75
14.85
17.86
102.50
168.88
141.25
215.49
57.27
82.03
m
m
0.28
0.32
47.81
55.43
24.62
28.54
138.79
183.61
211.22
267.58
61.29
86.43
m
m
0.28
0.32
47.81
55.43
24.62
28.54
154.01
196.16
226.44
280.13
61.29
86.43
m
m
0.28
0.32
47.81
55.43
24.62
28.54
102.50
168.88
174.93
252.85
61.29
86.43
m
m
0.36
0.44
63.05
76.91
32.47
39.60
138.79
183.61
234.31
300.12
64.43
90.86
m
m
0.36
0.44
63.05
76.91
32.47
39.60
154.01
196.16
249.53
312.67
64.43
90.86
m
m
0.36
0.44
63.05
76.91
32.47
39.60
102.50
168.88
198.02
285.39
64.43
90.86
Unit
I1.3
I1.3.4
I1.3.4.03
I1.3.4.04
I1.3.4.05
I1.3.4.06
I1.3.5
I1.3.5.01
I1.3.5.02
I1.3.5.03
I1.3.5.04
I1.3.5.05
I1.3.5.06
I1.3.6
I1.3.6.01
I1.3.6.02
I1.3.6.03
I1.3.6.04
I1.3.6.05
I1.3.6.06
I1.3.7
I1.3.7.01
I1.3.7.02
I1.3.7.03
I1.3.7.04
I1.3.7.05
I1.3.7.06
133
CESSM3_Full Book.indd 133
Kg
I1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.57
0.73
98.90
125.92
50.93
64.85
138.79
138.79
288.62
329.56
71.83
77.40
m
m
0.62
0.80
106.52
138.57
54.86
71.36
183.61
183.61
344.99
393.54
96.97
103.58
m
m
0.57
0.73
98.90
125.92
50.93
64.85
154.01
154.01
303.84
344.78
71.83
77.40
m
m
0.62
0.80
106.52
138.57
54.86
71.36
196.16
196.16
357.54
406.09
96.97
103.58
m
m
0.57
0.73
98.90
125.92
50.93
64.85
102.50
102.50
252.33
293.27
71.83
77.40
m
m
0.62
0.80
106.52
138.57
54.86
71.36
168.88
168.88
330.26
378.81
96.97
103.58
Unit
Kg
I1.3
I1.3.8
I1.3.8.01
I1.3.8.12
I2
Concrete pipes
I2.1
I2.1.2
I2.1.2.01
0.08
8.61
5.35
4.40
18.36
10.71
0.09
9.69
6.02
4.40
20.11
10.97
0.11
11.84
7.36
4.40
23.60
11.49
0.15
16.15
10.04
4.40
30.59
12.55
0.18
31.18
16.06
4.40
51.64
15.03
0.20
34.64
17.84
4.40
56.88
15.74
I1.3.8.02
I1.3.8.03
I1.3.8.04
I1.3.8.05
I1.3.8.06
I1.3.8.07
I1.3.8.08
I1.3.8.09
I1.3.8.10
I1.3.8.11
I2.1.3
I2.1.3.01
I2.1.4
I2.1.4.01
I2.1.5
I2.1.5.01
I2.1.6
I2.1.6.01
I2.1.7
I2.1.7.01
134
23/08/2010 16:44:25
I2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.27
0.40
46.77
69.28
24.08
35.68
4.40
4.40
75.25
109.36
18.25
22.89
0.14
14.96
9.30
14.11
38.37
40.21
m
m
0.09
0.11
9.69
11.84
6.02
7.36
5.72
8.74
21.43
27.94
15.27
22.24
0.16
17.23
10.71
14.11
42.05
40.76
m
m
0.11
0.13
11.84
14.00
7.36
8.70
5.72
8.74
24.92
31.44
15.79
22.77
0.18
19.16
11.91
14.11
45.18
41.23
m
m
0.12
0.14
12.92
15.07
8.03
9.37
5.72
8.74
26.67
33.18
16.06
23.03
0.20
21.53
13.38
14.11
49.02
41.81
m
m
0.16
0.17
17.23
18.30
10.71
11.37
5.72
8.74
33.66
38.41
17.11
23.82
0.20
34.64
17.84
14.11
66.59
43.69
m
m
0.20
0.22
34.64
38.11
17.84
19.62
5.72
8.74
58.20
66.47
20.04
27.21
Unit
I2.1
I2.1.8
I2.1.8.01
I2.1.8.02
I2.2
I2.2.2
I2.2.2.01
I2.2.2.02
I2.2.2.03
I2.2.3
I2.2.3.01
I2.2.3.02
I2.2.3.03
I2.2.4
I2.2.4.01
I2.2.4.02
I2.2.4.03
I2.2.5
I2.2.5.01
I2.2.5.02
I2.2.5.03
I2.2.6
I2.2.6.01
I2.2.6.02
I2.2.6.03
135
CESSM3_Full Book.indd 135
Kg
I2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.23
39.67
20.43
14.11
74.21
44.73
m
m
0.23
0.26
39.84
45.03
20.52
23.19
5.72
8.74
66.08
76.96
21.12
28.64
m
m
m
m
0.29
0.36
0.40
0.53
50.40
61.66
69.28
92.32
25.96
31.76
35.68
47.54
14.11
14.11
14.11
14.11
90.47
107.53
119.07
153.97
46.95
49.27
50.84
55.59
m
m
0.30
0.44
51.96
76.21
26.76
39.25
5.72
5.72
84.44
121.18
23.62
28.62
m
m
0.32
0.47
55.43
50.60
28.54
31.45
8.74
8.74
92.71
90.79
30.78
31.72
m
m
0.15
0.16
15.61
17.23
9.70
10.71
17.54
20.34
42.85
48.28
47.25
65.27
m
m
m
m
0.13
0.16
0.16
0.18
14.00
17.23
17.48
19.66
8.70
10.71
18.03
20.29
14.18
15.88
18.36
27.65
36.88
43.82
53.87
67.60
29.22
41.84
44.68
58.32
m
m
m
0.17
0.19
0.18
18.09
20.24
19.66
11.24
12.58
20.29
17.54
20.34
28.89
46.87
53.16
68.84
47.85
66.01
111.21
m
m
m
m
0.16
0.18
0.18
0.20
17.23
19.38
19.66
21.85
10.71
12.04
20.29
22.54
14.18
15.88
18.36
27.65
42.12
47.30
58.31
72.04
30.01
42.36
45.42
59.07
Unit
I2.2
I2.2.7
I2.2.7.01
I2.2.7.02
I2.2.7.03
I2.2.8
I2.2.8.01
I2.2.8.02
I2.2.8.03
I2.2.8.04
I2.2.8.05
I2.2.8.08
I2.3
I2.3.2
I2.3.2.01
I2.2.8.06
I2.2.8.07
I2.3.2.02
I2.3.2.03
I2.3.2.04
I2.3.2.05
I2.3.2.06
I2.3.3
I2.3.3.01
I2.3.3.02
I2.3.3.03
I2.3.3.04
I2.3.3.05
I2.3.3.06
I2.3.3.07
Kg
136
23/08/2010 16:44:28
I2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
m
0.19
0.21
0.20
20.24
22.93
21.85
12.58
14.25
22.54
17.54
20.34
28.89
50.36
57.52
73.28
48.38
66.67
111.96
m
m
m
m
0.18
0.20
0.20
0.22
19.38
21.53
21.85
24.03
12.04
13.38
22.54
24.79
14.18
15.88
18.36
27.65
45.60
50.79
62.75
76.47
30.54
42.89
46.17
59.82
m
m
m
0.21
0.25
0.23
22.93
26.48
25.12
14.25
16.46
25.92
17.54
20.34
28.89
54.72
63.28
79.93
49.04
67.53
113.08
m
m
m
m
0.20
0.23
0.23
0.24
21.53
24.76
25.12
26.22
13.38
15.39
25.92
27.05
14.18
15.88
18.36
27.65
49.09
56.03
69.40
80.92
31.06
43.68
47.29
60.57
m
m
m
0.21
0.25
0.23
36.89
42.61
40.20
19.00
21.94
29.34
17.54
20.34
28.89
73.43
84.89
98.43
51.04
69.85
113.57
m
m
m
m
0.25
0.27
0.27
0.29
43.30
46.77
47.19
50.69
22.30
24.08
34.44
37.00
14.18
15.88
18.36
27.65
79.78
86.73
99.99
115.34
34.73
47.27
49.36
63.05
m
m
m
0.25
0.29
0.29
42.61
50.40
50.69
21.94
25.96
37.00
17.54
20.34
28.89
82.09
96.70
116.58
52.22
71.46
115.94
m
m
m
m
0.29
0.32
0.32
0.35
50.23
55.43
55.93
61.17
25.87
28.54
40.82
44.65
14.18
15.88
18.36
27.65
90.28
99.85
115.11
133.47
36.16
49.06
51.33
65.42
m
m
0.32
0.40
55.43
69.28
28.54
35.68
17.54
17.54
101.51
122.50
54.86
57.72
Unit
I2.3
I2.3.4
I2.3.4.01
I2.3.4.02
I2.3.4.03
I2.3.4.04
I2.3.4.05
I2.3.4.06
I2.3.4.07
I2.3.5
I2.3.5.01
I2.3.5.02
I2.3.5.03
I2.3.5.04
I2.3.5.05
I2.3.5.06
I2.3.5.07
I2.3.6
I2.3.6.01
I2.3.6.02
I2.3.6.03
I2.3.6.04
I2.3.6.05
I2.3.6.06
I2.3.6.07
I2.3.7
I2.3.7.01
I2.3.7.02
I2.3.7.03
I2.3.7.04
I2.3.7.05
I2.3.7.06
I2.3.7.07
I2.3.8
I2.3.8.01
I2.3.8.02
137
CESSM3_Full Book.indd 137
Kg
I2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.43
0.56
73.96
97.17
38.09
50.04
17.54
17.54
129.59
164.75
58.68
63.47
m
m
m
m
0.34
0.43
0.46
0.58
58.37
73.96
79.16
100.81
30.06
38.09
40.76
51.91
20.34
20.34
20.34
20.34
108.77
132.39
140.26
173.06
73.10
76.31
77.39
81.85
m
m
m
m
0.34
0.43
0.46
0.58
59.43
75.16
80.40
101.37
43.37
54.86
58.68
73.99
28.89
28.89
28.89
28.89
131.69
158.91
167.97
204.25
117.91
121.46
122.65
127.39
m
m
0.35
0.50
60.62
86.61
31.22
44.60
14.18
14.18
106.02
145.39
38.30
43.66
m
m
0.40
0.53
69.28
91.80
35.68
47.28
15.88
15.88
120.84
154.96
51.91
56.56
m
m
m
m
0.40
0.53
0.67
0.80
69.91
92.63
117.10
139.82
51.03
67.61
85.47
102.06
18.36
18.36
18.36
18.36
139.30
178.60
220.93
260.24
54.49
59.62
65.15
70.28
m
m
m
m
0.42
0.57
0.73
0.89
73.41
99.62
127.59
155.55
53.58
72.71
93.13
113.54
27.65
27.65
27.65
27.65
154.64
199.98
248.37
296.74
68.18
74.10
80.42
86.73
Unit
Kg
I2.3
I2.3.8
I2.3.8.03
I2.3.8.04
I2.3.8.05
I2.3.8.22
I2.3.8.23
I2.3.8.24
I2.4
I2.4.3
I2.4.3.01
m
m
0.23
0.27
25.12
29.49
25.92
30.43
49.40
68.16
100.44
128.08
137.59
184.24
m
m
0.25
0.29
27.31
31.68
28.18
32.68
49.40
68.16
104.89
132.52
138.34
184.98
m
m
0.27
0.32
29.49
34.95
30.43
36.06
49.40
68.16
109.32
139.17
139.09
186.10
m
m
0.27
0.32
47.19
55.93
34.44
40.82
49.40
68.16
131.03
164.91
139.66
186.78
I2.3.8.06
I2.3.8.07
I2.3.8.08
I2.3.8.09
I2.3.8.10
I2.3.8.11
I2.3.8.12
I2.3.8.13
I2.3.8.14
I2.3.8.15
I2.3.8.16
I2.3.8.17
I2.3.8.18
I2.3.8.19
I2.3.8.20
I2.3.8.21
I2.4.3.02
I2.4.4
I2.4.4.01
I2.4.4.02
I2.4.5
I2.4.5.01
I2.4.5.02
I2.4.6
I2.4.6.01
I2.4.6.02
138
23/08/2010 16:44:31
I2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.32
0.36
55.93
62.92
40.82
45.93
49.40
68.16
146.15
177.01
141.63
188.36
m
m
m
m
0.36
0.46
0.53
0.64
62.92
80.40
92.63
111.86
45.93
58.68
67.61
81.64
49.40
49.40
49.40
49.40
158.25
188.48
209.64
242.90
143.21
147.16
149.92
154.26
m
m
m
m
0.40
0.53
0.58
0.71
69.91
92.63
101.37
124.09
51.03
67.61
73.99
90.57
68.16
68.16
68.16
68.16
189.10
228.40
243.52
282.82
189.94
195.07
197.05
202.18
Unit
I2.4
I2.4.7
I2.4.7.01
I2.4.7.02
Kg
I2.4.8.06
I2.4.8.07
I2.4.8.08
I2.5
I2.5.3
I2.5.3.01
0.32
34.95
36.06
96.50
167.51
312.95
0.36
39.32
40.57
96.50
176.39
314.45
0.40
43.69
45.08
96.50
185.27
315.94
0.40
69.91
51.03
96.50
217.44
316.79
0.46
80.40
58.68
96.50
235.58
319.16
0.53
92.63
67.61
96.50
256.74
321.92
I2.4.8
I2.4.8.01
I2.4.8.02
I2.4.8.03
I2.4.8.04
I2.4.8.05
I2.5.4
I2.5.4.01
I2.5.5
I2.5.5.01
I2.5.6
I2.5.6.01
I2.5.7
I2.5.7.01
I2.5.8
I2.5.8.01
139
CESSM3_Full Book.indd 139
I2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
m
0.64
0.71
0.80
111.86
124.09
139.82
81.64
90.57
102.06
96.50
96.50
96.50
290.00
311.16
338.38
326.26
329.03
332.58
Unit
Kg
I2.5
I2.5.8
I2.5.8.02
I2.5.8.03
I2.5.8.04
I2.6
I2.6.3
I2.6.3.01
0.40
43.69
45.08
188.33
277.10
470.74
0.46
50.25
51.84
188.33
290.42
472.98
0.53
57.89
59.73
188.33
305.95
475.60
0.53
92.63
67.61
188.33
348.57
476.72
0.58
101.37
73.99
188.33
363.69
478.70
I2.6.8.02
I2.6.8.03
I2.6.8.04
m
m
m
m
0.64
0.71
0.80
1.07
111.86
124.09
139.82
187.01
81.64
90.57
102.06
136.50
188.33
188.33
188.33
188.33
381.83
402.99
430.21
511.84
481.06
483.83
487.38
498.04
I2.7
I2.7.3
I2.7.3.01
0.53
57.89
59.73
274.54
392.16
630.40
0.58
63.35
65.37
274.54
403.26
632.27
I2.6.4
I2.6.4.01
I2.6.5
I2.6.5.01
I2.6.6
I2.6.6.01
I2.6.7
I2.6.7.01
I2.6.8
I2.6.8.01
I2.7.4
I2.7.4.01
140
23/08/2010 16:44:33
I2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I2.7
I2.7.5
I2.7.5.01
0.64
69.91
72.13
274.54
416.58
634.51
0.64
111.86
81.64
274.54
468.04
635.86
0.71
124.09
90.57
274.54
489.20
638.63
I2.7.8.02
I2.7.8.03
I2.7.8.04
m
m
m
m
0.80
1.07
1.25
1.60
139.82
187.01
218.47
279.65
102.06
136.50
159.46
204.11
274.54
274.54
274.54
274.54
516.42
598.05
652.47
758.30
642.18
652.84
659.95
673.76
I3
Iron pipes
I3.1
I3.1.1
I3.1.1.01
Not in trenches
Ductile spun iron pipes; concrete
lined, BS EN 598, spigot & socket
Tyton joints; Nominal bore 100mm;
above ground on pipe supports
(supports priced elsewhere)
as above; Nominal bore 150mm;
above ground on pipe supports
(supports priced elsewhere)
0.08
5.60
27.55
33.15
41.03
0.10
7.00
36.50
43.50
65.79
m
m
0.08
0.08
8.61
7.61
5.35
5.35
27.55
36.50
41.51
49.46
43.14
67.89
m
m
0.08
0.09
9.04
8.56
5.62
6.02
27.55
36.50
42.21
51.08
43.24
68.16
I2.7.6
I2.7.6.01
I2.7.7
I2.7.7.01
I2.7.8
I2.7.8.01
I3.1.1.02
I3.1.2
I3.1.2.01
I3.1.2.02
I3.1.3
I3.1.3.01
I3.1.3.02
141
CESSM3_Full Book.indd 141
I3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I3.1
I3.1.4
I3.1.4.01
m
m
0.09
0.11
10.12
10.46
6.29
7.36
27.55
36.50
43.96
54.32
43.50
68.68
m
m
0.11
0.14
12.27
15.07
7.63
9.37
27.55
36.50
47.45
60.94
44.03
69.47
m
m
0.11
0.14
19.75
24.25
10.17
12.49
27.55
36.50
57.47
73.24
45.10
70.79
m
m
0.13
0.17
23.04
29.45
11.86
15.16
27.55
36.50
62.45
81.11
45.78
71.86
m
m
m
m
0.17
0.20
0.27
0.36
29.10
34.64
46.25
63.05
14.99
17.84
23.82
32.47
27.55
27.55
27.55
27.55
71.64
80.03
97.62
123.07
47.03
48.17
50.57
54.03
m
m
m
m
0.20
0.25
0.29
0.40
34.64
43.30
50.23
69.28
17.84
22.30
25.87
35.68
36.50
36.50
36.50
36.50
88.98
102.10
112.60
141.46
72.93
74.72
76.15
80.08
I3.1.4.02
I3.1.5
I3.1.5.01
I3.1.5.02
I3.1.6
I3.1.6.01
I3.1.6.02
I3.1.7
I3.1.7.01
I3.1.7.02
I3.1.8
I3.1.8.01
I3.1.8.06
I3.1.8.07
I3.1.8.08
I3.2
I3.2.1
I3.2.1.01
Not in trenches
Ductile spun iron pipes; concrete
lined, BS EN 598, spigot & socket
Tyton joints; Nominal bore 300mm;
above ground on pipe supports
(supports priced elsewhere)
0.13
9.10
4.99
82.26
96.35
175.22
0.13
14.00
8.70
82.26
104.96
178.15
I3.1.8.02
I3.1.8.03
I3.1.8.04
I3.1.8.05
I3.2.2
I3.2.2.01
142
23/08/2010 16:44:36
I3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I3.2
I3.2.3
I3.2.3.01
0.14
15.07
9.37
82.26
106.70
178.41
0.16
17.23
10.71
82.26
110.20
178.94
0.19
20.46
12.71
82.26
115.43
179.73
0.19
32.91
16.95
82.26
132.12
181.52
0.21
36.37
18.73
82.26
137.36
182.23
I3.2.8.02
I3.2.8.03
I3.2.8.04
m
m
m
m
0.29
0.36
0.40
0.53
50.40
61.66
69.28
92.32
25.96
31.76
35.68
47.54
82.26
82.26
82.26
82.26
158.62
175.68
187.22
222.12
185.13
187.45
189.02
193.77
I3.3
I3.3.1
I3.3.1.01
Not in trenches
Ductile spun iron pipes; concrete
lined, BS EN 598, spigot & socket
Tyton joints; Nominal bore 600mm;
above ground on pipe supports
(supports priced elsewhere)
as above; Nominal bore 450mm;
above ground on pipe supports
(supports priced elsewhere)
0.18
12.88
222.03
234.91
451.68
0.16
11.20
144.69
155.89
294.28
m
m
0.16
0.15
17.55
15.61
10.91
9.70
222.03
144.69
250.49
170.00
455.97
298.10
I3.2.4
I3.2.4.01
I3.2.5
I3.2.5.01
I3.2.6
I3.2.6.01
I3.2.7
I3.2.7.01
I3.2.8
I3.2.8.01
I3.3.1.02
I3.3.2
I3.3.2.01
I3.3.2.02
143
CESSM3_Full Book.indd 143
I3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I3.3
I3.3.3
I3.3.3.01
m
m
0.19
0.17
20.24
18.09
12.58
11.24
222.03
144.69
254.85
174.02
456.63
298.70
m
m
0.21
0.19
22.93
20.24
14.25
12.58
222.03
144.69
259.21
177.51
457.29
299.23
m
m
0.25
0.21
26.48
22.93
16.46
14.25
222.03
144.69
264.97
181.87
458.15
299.89
m
m
0.25
0.21
42.61
36.89
21.94
19.00
222.03
144.69
286.58
200.58
460.47
301.89
m
m
0.29
0.25
50.40
42.61
25.96
21.94
222.03
144.69
298.39
209.24
462.08
303.07
m
m
m
m
0.32
0.40
0.43
0.56
55.43
69.28
73.96
97.17
28.54
35.68
38.09
50.04
144.69
144.69
144.69
144.69
228.66
249.65
256.74
291.90
305.71
308.57
309.54
314.32
m
m
m
m
0.34
0.43
0.46
0.58
58.37
73.96
79.16
100.81
30.06
38.09
40.76
51.91
222.03
222.03
222.03
222.03
310.46
334.08
341.95
374.75
463.72
466.93
468.01
472.47
0.23
16.45
365.92
382.37
576.18
0.27
19.32
436.37
455.69
662.58
I3.3.3.02
I3.3.4
I3.3.4.01
I3.3.4.02
I3.3.5
I3.3.5.01
I3.3.5.02
I3.3.6
I3.3.6.01
I3.3.6.02
I3.3.7
I3.3.7.01
I3.3.7.02
I3.3.8.06
I3.3.8.07
I3.3.8.08
I3.4
I3.4.1
I3.4.1.01
Not in trenches
Ductile spun iron pipes; concrete
lined, BS EN 598, Stantyte joints with
rubber gasket; Nominal bore 800mm;
above ground on pipe supports
(supports priced elsewhere)
as above; Nominal bore 900mm;
above ground on pipe supports
(supports priced elsewhere)
I3.3.8
I3.3.8.01
I3.3.8.02
I3.3.8.03
I3.3.8.04
I3.3.8.05
I3.4.1.02
144
23/08/2010 16:44:39
I3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I3.4
I3.4.3
I3.4.3.01
m
m
0.23
0.27
25.01
29.16
25.81
30.09
365.92
436.37
416.74
495.62
584.74
672.56
m
m
0.25
0.29
26.87
31.79
27.72
32.80
365.92
436.37
420.51
500.96
585.37
673.45
m
m
0.27
0.32
29.16
34.95
30.09
36.06
365.92
436.37
425.17
507.38
586.16
674.54
m
m
0.27
0.32
46.67
55.93
34.06
40.82
365.92
436.37
446.65
533.12
586.72
675.21
m
m
0.32
0.36
55.93
62.22
40.82
45.41
365.92
436.37
462.67
544.00
588.82
676.63
m
m
m
m
0.36
0.46
0.53
0.64
62.22
79.87
93.16
111.86
45.41
58.30
67.99
81.64
365.92
365.92
365.92
365.92
473.55
504.09
527.07
559.42
590.24
594.22
597.22
601.45
m
m
m
m
0.40
0.53
0.58
0.71
69.91
93.16
101.72
124.27
51.03
67.99
74.25
90.70
436.37
436.37
436.37
436.37
557.31
597.52
612.34
651.34
678.37
683.62
685.56
690.65
0.29
20.75
556.29
577.04
775.52
I3.4.3.02
I3.4.4
I3.4.4.01
I3.4.4.02
I3.4.5
I3.4.5.01
I3.4.5.02
I3.4.6
I3.4.6.01
I3.4.6.02
I3.4.7
I3.4.7.01
I3.4.7.02
I3.4.8.06
I3.4.8.07
I3.4.8.08
I3.5
I3.5.1
I3.5.1.01
Not in trenches
Ductile spun iron pipes; concrete
lined, BS EN 598, Stantyte joints with
rubber gasket; Nominal bore
1000mm; above ground on pipe
supports (supports priced elsewhere)
I3.4.8
I3.4.8.01
I3.4.8.02
I3.4.8.03
I3.4.8.04
I3.4.8.05
145
CESSM3_Full Book.indd 145
I3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I3.5
I3.5.1
I3.5.1.02
Not in trenches
as above; Nominal bore 1200mm;
above ground on pipe supports
(supports priced elsewhere)
0.36
25.75
761.29
787.04
888.47
m
m
0.32
0.32
34.95
34.95
36.06
36.06
556.29
761.29
627.30
832.30
787.48
900.42
m
m
0.36
0.36
39.00
39.00
40.23
40.23
556.29
761.29
635.52
840.52
788.86
901.80
m
m
0.40
0.40
43.69
43.69
45.08
45.08
556.29
761.29
645.06
850.06
790.47
903.41
m
m
0.40
0.40
69.91
69.91
51.03
51.03
556.29
761.29
677.23
882.23
791.31
904.26
m
m
0.46
0.46
79.87
79.87
58.30
58.30
556.29
761.29
694.46
899.46
793.56
906.51
m
m
m
m
0.53
0.64
0.71
0.80
93.16
111.86
124.27
139.82
67.99
81.64
90.70
102.06
556.29
556.29
556.29
556.29
717.44
749.79
771.26
798.17
796.56
800.79
803.59
807.10
m
m
m
m
0.53
0.64
0.71
0.80
93.16
111.86
124.27
139.82
67.99
81.64
90.70
102.06
761.29
761.29
761.29
761.29
922.44
954.79
976.26
1,003.17
909.51
913.73
916.53
920.05
I3.5.3
I3.5.3.01
I3.5.3.02
I3.5.4
I3.5.4.01
I3.5.4.02
I3.5.5
I3.5.5.01
I3.5.5.02
I3.5.6
I3.5.6.01
I3.5.6.02
I3.5.7
I3.5.7.01
I3.5.7.02
I3.5.8
I3.5.8.01
I3.5.8.02
I3.5.8.03
I3.5.8.04
I3.5.8.05
I3.5.8.06
I3.5.8.07
I3.5.8.08
146
23/08/2010 16:44:42
I3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I3.7
I3.7.1
I3.7.1.01
Not in trenches
Ductile spun iron pipes; concrete
lined, BS EN 598, Stantyte joints with
rubber gasket; Nominal bore
1600mm; above ground on pipe
supports (supports priced elsewhere)
0.49
35.05
1,485.44
1,520.49
1,001.41
0.42
46.20
47.67
1,485.44
1,579.31
1,017.21
0.49
53.52
55.22
1,485.44
1,594.18
1,019.71
0.58
63.35
65.37
1,485.44
1,614.16
1,023.08
0.73
79.74
82.27
1,485.44
1,647.45
1,028.68
0.73
127.59
93.13
1,485.44
1,706.16
1,030.23
0.80
139.82
102.06
1,485.44
1,727.32
1,032.99
m
m
m
m
0.80
1.07
1.25
1.60
139.82
186.49
218.47
279.65
102.06
136.12
159.46
204.11
1,485.44
1,485.44
1,485.44
1,485.44
1,727.32
1,808.05
1,863.37
1,969.20
1,032.99
1,043.53
1,050.75
1,064.57
I3.7.2
I3.7.2.01
I3.7.3
I3.7.3.01
I3.7.4
I3.7.4.01
I3.7.5
I3.7.5.01
I3.7.6
I3.7.6.01
I3.7.7
I3.7.7.01
I3.7.8
I3.7.8.01
I3.7.8.02
I3.7.8.03
I3.7.8.04
147
CESSM3_Full Book.indd 147
I4
Steel pipes
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.1
I4.1.1
I4.1.1.01
Not in trenches
Steel pipes, BS EN 10216, ends
bevelled; 9 m average length; welded
joints, internal and external grit blasting;
external coating on one coat
bituminous primer; three coats
bituminous enamel; inner wrap of
fibreglass; outer wrap of bitumen
impregnated fibreglass to BS 534, one
coat of solar reflecting Vynamatt SP;
internal lining of one coat bituminous
primer, spun lining of bituminous
enamel to BS 534, cold applied
bitumen base tape on PVC carrier and
primer to joint; 55% overlap;
Nominal bore 101.7mm; above ground
on pipe supports
(supports priced elsewhere)
as above; Nominal bore 154.1mm;
above ground on pipe supports
(supports priced elsewhere)
0.09
9.09
5.48
46.53
61.10
57.35
0.09
9.09
4.48
49.75
63.32
82.80
m
m
0.09
0.09
13.77
13.77
10.13
10.13
43.78
49.75
67.68
73.65
59.03
84.95
m
m
0.09
0.10
13.77
15.30
10.13
11.25
43.78
49.75
67.68
76.30
59.03
85.42
I4.1.1.02
I4.1.2
I4.1.2.01
I4.1.2.02
I4.1.3
I4.1.3.01
I4.1.3.02
148
23/08/2010 16:44:44
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.1
I4.1.4
I4.1.4.01
m
m
0.09
0.11
13.77
16.83
10.13
12.38
43.78
49.75
67.68
78.96
59.03
85.88
m
m
0.09
0.13
13.77
19.13
10.13
14.07
43.78
49.75
67.68
82.95
59.03
86.58
m
m
0.13
0.13
27.48
27.48
17.65
17.65
43.78
49.75
88.91
94.88
60.46
86.38
I4.1.4.02
I4.1.5
I4.1.5.01
I4.1.5.02
I4.1.6
I4.1.6.01
I4.1.6.02
149
CESSM3_Full Book.indd 149
I4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
0.16
0.16
32.81
32.81
21.08
21.08
43.78
49.75
97.67
103.64
61.55
87.47
m
m
m
0.30
0.25
0.36
62.33
51.26
73.81
40.05
32.94
47.43
43.78
43.78
43.78
146.16
127.98
165.02
67.59
65.32
69.94
m
m
m
0.21
0.25
0.36
42.03
51.26
73.81
27.01
32.94
47.43
49.75
49.75
49.75
118.79
133.95
170.99
89.36
91.24
95.86
Unit
I4.1
I4.1.7
I4.1.7.01
I4.1.7.02
I4.1.8
I4.1.8.01
I4.1.8.02
I4.1.8.03
I4.1.8.04
I4.1.8.05
I4.1.8.06
Kg
150
23/08/2010 16:44:45
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.3
I4.3.1
I4.3.1.01
Not in trenches
Steel pipes, BS EN 10216, ends
bevelled; 9 m average length; welded
joints, internal and external grit blasting;
external coating on one coat
bituminous primer; three coats
bituminous enamel; inner wrap of
fibreglass; outer wrap of bitumen
impregnated fibreglass to BS 534, one
coat of solar reflecting Vynamatt SP;
internal lining of one coat bituminous
primer, spun lining of bituminous
enamel to BS 534, cold applied
bitumen base tape on PVC carrier and
primer to joint; 55% overlap;
Nominal bore 304.9mm; above ground
on pipe supports
(supports priced elsewhere)
as above; Nominal bore 438.2mm;
above ground on pipe supports
(supports priced elsewhere)
0.16
16.16
7.97
101.37
125.50
253.55
0.18
18.18
8.96
211.64
238.78
364.33
m
m
0.13
0.13
19.89
19.89
14.63
14.63
101.38
211.65
135.90
246.17
255.96
366.29
m
m
0.15
0.15
22.95
22.95
16.88
16.88
101.38
211.65
141.21
251.48
256.90
367.22
I4.3.1.02
I4.3.2
I4.3.2.01
I4.3.2.02
I4.3.3
I4.3.3.01
I4.3.3.02
151
CESSM3_Full Book.indd 151
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.3
I4.3.4
I4.3.4.01
0.18
27.54
20.26
101.38
149.18
258.29
I4.3.4.02
0.18
27.54
20.26
211.65
259.45
368.62
I4.3.5
I4.3.5.01
0.22
32.90
24.19
101.38
158.47
259.92
I4.3.5.02
0.22
32.90
24.19
211.65
268.74
370.25
I4.3.6
I4.3.6.01
0.22
45.93
29.51
101.38
176.82
259.30
0.22
45.93
29.51
211.65
287.09
369.63
I4.3.6.02
152
23/08/2010 16:44:47
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.3
I4.3.7
I4.3.7.01
0.25
52.08
33.46
101.38
186.92
260.56
I4.3.7.02
0.25
52.08
33.46
211.65
297.19
370.89
I4.3.8
I4.3.8.01
0.30
62.33
40.05
101.38
203.76
262.66
m
m
0.36
0.44
73.81
90.22
47.43
57.97
101.38
101.38
222.62
249.57
265.01
268.36
m
m
m
0.30
0.36
0.44
62.33
73.81
90.22
40.05
47.43
57.97
211.65
211.65
211.65
314.03
332.89
359.84
372.99
375.34
378.69
I4.3.8.02
I4.3.8.03
I4.3.8.04
I4.3.8.05
I4.3.8.06
153
CESSM3_Full Book.indd 153
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.4
I4.4.1
I4.4.1.01
Not in trenches
Steel pipes, BS EN 10216, ends
bevelled; 9 m average length; welded
joints, internal and external grit blasting;
external coating on one coat
bituminous primer; three coats
bituminous enamel; inner wrap of
fibreglass; outer wrap of bitumen
impregnated fibreglass to BS 534, one
coat of solar reflecting Vynamatt SP;
internal lining of one coat bituminous
primer, spun lining of bituminous
enamel to BS 534, cold applied
bitumen base tape on PVC carrier and
primer to joint; 55% overlap;
Nominal bore 641mm; above ground
on pipe supports
(supports priced elsewhere)
0.23
31.90
11.45
293.55
336.90
530.96
I4.4.1.02
I4.4.1.03
I4.4.1.04
m
m
m
0.27
0.29
0.22
37.44
40.22
30.51
13.45
14.44
10.96
306.10
350.25
405.46
356.99
404.91
446.93
587.04
671.90
751.40
I4.4.3
I4.4.3.01
0.16
29.45
18.70
293.57
341.72
532.11
I4.4.3.02
I4.4.3.03
I4.4.3.04
m
m
m
0.17
0.17
0.22
31.29
31.29
40.49
19.87
19.87
25.72
306.12
350.28
405.49
357.28
401.44
471.70
587.67
672.08
755.16
I4.4.4
I4.4.4.01
0.20
36.81
23.38
293.57
353.76
533.70
0.21
38.65
24.55
306.12
369.32
589.26
I4.4.4.02
154
23/08/2010 16:44:48
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.4
I4.4.4
I4.4.4.03
I4.4.4.04
m
m
0.21
0.26
38.65
47.85
24.55
30.39
350.28
405.49
413.48
483.73
673.67
756.75
I4.4.5
I4.4.5.01
0.27
48.77
30.98
293.57
373.32
536.29
I4.4.5.02
I4.4.5.03
I4.4.5.04
m
m
m
0.28
0.28
0.30
50.61
50.61
54.29
32.14
32.14
34.48
306.12
350.28
405.49
388.87
433.03
494.26
591.85
676.26
758.14
I4.4.6
I4.4.6.01
0.27
64.68
40.04
293.57
398.29
537.94
m
m
m
0.28
0.28
0.30
67.04
67.04
71.76
41.50
41.50
44.42
306.12
350.28
405.49
414.66
458.82
521.67
593.55
677.96
759.94
I4.4.6.02
I4.4.6.03
I4.4.6.04
155
CESSM3_Full Book.indd 155
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.4
I4.4.7
I4.4.7.01
0.28
66.80
41.35
293.57
401.72
538.34
I4.4.7.02
I4.4.7.03
I4.4.7.04
m
m
m
0.30
0.30
0.35
70.82
70.82
82.62
43.84
43.84
51.14
306.12
350.28
405.49
420.78
464.94
539.25
594.26
678.67
761.99
I4.4.8
I4.4.8.01
0.31
73.18
45.30
293.57
412.05
539.54
m
m
m
0.37
0.50
0.57
87.34
118.03
134.55
54.06
73.06
83.29
293.57
293.57
293.57
434.97
484.66
511.41
542.21
548.01
551.12
m
m
m
m
0.33
0.40
0.53
0.62
77.90
94.42
125.11
146.36
48.22
58.45
77.44
90.59
306.12
306.12
306.12
306.12
432.24
458.99
508.67
543.07
595.60
598.72
604.51
608.52
m
m
m
m
0.33
0.40
0.53
0.62
77.90
94.42
125.11
146.36
48.22
58.45
77.44
90.59
350.28
350.28
350.28
350.28
476.40
503.15
552.83
587.23
680.01
683.13
688.92
692.93
m
m
m
m
0.40
0.47
0.62
0.73
94.42
110.95
146.36
172.32
58.45
68.68
90.59
106.67
405.49
405.49
405.49
405.49
558.36
585.12
642.44
684.48
764.21
767.33
774.01
778.91
I4.4.8.02
I4.4.8.03
I4.4.8.04
I4.4.8.05
I4.4.8.06
I4.4.8.07
I4.4.8.08
I4.4.8.09
I4.4.8.10
I4.4.8.11
I4.4.8.12
I4.4.8.13
I4.4.8.14
I4.4.8.15
I4.4.8.16
156
23/08/2010 16:44:50
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.5
I4.5.1
I4.5.1.01
Not in trenches
Steel pipes, BS EN 10216, ends
bevelled; 9 m average length; welded
joints, internal and external grit blasting;
external coating on one coat
bituminous primer; three coats
bituminous enamel; inner wrap of
fibreglass; outer wrap of bitumen
impregnated fibreglass to BS 534, one
coat of solar reflecting Vynamatt SP;
internal lining of one coat bituminous
primer, spun lining of bituminous
enamel to BS 534, cold applied
bitumen base tape on PVC carrier and
primer to joint; 55% overlap;
Nominal bore 997mm; above ground
on pipe supports
(supports priced elsewhere)
0.24
33.28
11.95
464.26
509.49
839.59
0.27
37.44
13.45
551.51
602.40
1,287.55
0.24
44.17
28.05
464.29
536.51
843.69
I4.5.3.02
0.27
49.69
31.56
551.55
632.80
1,292.17
I4.5.4
I4.5.4.01
0.28
50.61
32.14
464.29
547.04
845.08
0.30
55.21
35.07
551.55
641.83
1,293.36
I4.5.1.02
I4.5.3
I4.5.3.01
I4.5.4.02
157
CESSM3_Full Book.indd 157
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.5
I4.5.5
I4.5.5.01
0.31
56.13
35.65
464.29
556.07
846.28
I4.5.5.02
0.33
59.81
37.99
551.55
649.35
1,294.36
I4.5.6
I4.5.6.01
0.31
74.12
45.88
464.29
584.29
848.12
I4.5.6.02
0.33
78.84
48.80
551.55
679.19
1,296.29
I4.5.7
I4.5.7.01
0.38
89.70
55.53
464.29
609.52
851.06
0.44
103.87
64.29
551.55
719.71
1,301.01
I4.5.7.02
158
23/08/2010 16:44:52
I4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.44
103.87
64.29
464.29
632.45
853.73
m
m
m
0.53
0.67
0.80
125.11
158.16
188.85
77.44
97.90
116.90
464.29
464.29
464.29
666.84
720.35
770.04
857.74
863.98
869.77
m
m
m
m
0.53
0.67
0.89
1.00
125.11
158.16
210.09
236.06
77.44
97.90
130.05
146.12
551.55
551.55
551.55
551.55
754.10
807.61
891.69
933.73
1,305.02
1,311.26
1,321.06
1,325.96
Unit
I4.5
I4.5.8
I4.5.8.01
I4.5.8.02
I4.5.8.03
I4.5.8.04
I4.5.8.05
Kg
I4.5.8.06
I4.5.8.07
I4.5.8.08
I4.7
I4.7.1
I4.7.1.01
Not in trenches
Steel pipes, BS EN 10216, ends
bevelled; 9 m average length; welded
joints, internal and external grit blasting;
external coating on one coat
bituminous primer; three coats
bituminous enamel; inner wrap of
fibreglass; outer wrap of bitumen
impregnated fibreglass to BS 534, one
coat of solar reflecting Vynamatt SP;
internal lining of one coat bituminous
primer, spun lining of bituminous
enamel to BS 534, cold applied
bitumen base tape on PVC carrier and
primer to joint; 55% overlap;
Nominal bore 1595mm; above ground
on pipe supports
(supports priced elsewhere)
0.36
49.92
17.93
1,164.83
1,232.68
1,724.27
0.21
38.65
24.55
1,164.87
1,228.07
1,724.45
I4.7.2
I4.7.2.01
159
CESSM3_Full Book.indd 159
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.7
I4.7.3
I4.7.3.01
0.28
51.53
32.73
1,164.87
1,249.13
1,727.24
0.36
66.25
42.08
1,164.87
1,273.20
1,730.42
0.44
80.06
50.85
1,164.87
1,295.78
1,733.41
I4.7.4
I4.7.4.01
I4.7.5
I4.7.5.01
160
23/08/2010 16:44:53
I4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I4.7
I4.7.6
I4.7.6.01
0.44
104.81
64.88
1,164.87
1,334.56
1,735.86
0.53
125.11
77.44
1,164.87
1,367.42
1,739.69
0.67
158.16
97.90
1,164.87
1,420.93
1,745.93
m
m
m
0.89
1.33
1.60
210.09
313.96
377.70
130.05
194.34
233.79
1,164.87
1,164.87
1,164.87
1,505.01
1,673.17
1,776.36
1,755.73
1,775.33
1,787.35
I4.7.7
I4.7.7.01
I4.7.8
I4.7.8.01
I4.7.8.02
I4.7.8.03
I4.7.8.04
161
CESSM3_Full Book.indd 161
I5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I5.1
I5.1.2
I5.1.2.01
m
m
m
0.08
0.09
0.08
8.61
9.69
8.61
5.35
6.02
5.35
6.28
17.20
37.38
20.24
32.91
51.34
5.20
6.54
7.95
m
m
m
0.09
0.10
0.11
9.69
10.77
11.84
6.02
6.69
7.36
6.28
17.20
37.38
21.99
34.66
56.58
5.46
6.80
8.73
m
m
m
0.10
0.11
0.13
15.30
11.84
14.00
6.69
7.36
8.70
6.28
17.20
37.38
28.27
36.40
60.08
5.73
7.07
9.26
m
m
m
0.11
0.13
0.15
11.84
14.00
16.15
7.36
8.70
10.04
6.28
17.20
37.38
25.48
39.90
63.57
5.99
7.59
9.79
m
m
m
0.12
0.15
0.15
12.92
25.98
25.98
10.70
13.38
13.38
6.28
17.20
37.38
29.90
56.56
76.74
7.38
9.53
11.20
0.14
15.07
12.49
6.28
33.84
8.10
I5.1.7.02
0.18
31.18
16.06
17.20
64.44
10.60
I5.1.7.03
0.18
31.18
16.06
37.38
84.62
12.27
I5.1.2.02
I5.1.2.03
I5.1.3
I5.1.3.01
I5.1.3.02
I5.1.3.03
I5.1.4
I5.1.4.01
I5.1.4.02
I5.1.4.03
I5.1.5
I5.1.5.01
I5.1.5.02
I5.1.5.03
I5.1.6
I5.1.6.01
I5.1.6.02
I5.1.6.03
I5.1.7
I5.1.7.01
162
23/08/2010 16:44:56
I5
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
m
m
m
m
0.18
0.22
0.22
0.25
0.22
0.30
19.38
23.69
38.11
43.30
38.11
51.96
16.06
19.62
19.62
22.30
19.62
26.76
6.28
6.28
17.20
17.20
37.38
37.38
41.71
49.59
74.93
82.80
95.11
116.10
9.53
10.96
12.03
13.10
13.70
16.56
Unit
Kg
I5.1
I5.1.8
I5.1.8.01
I5.1.8.02
I5.1.8.03
I5.1.8.04
I5.1.8.05
I5.1.8.06
I5.2
I5.2.2
I5.2.2.01
0.11
11.84
7.36
128.72
147.92
21.07
0.13
14.00
8.70
128.72
151.42
21.60
0.15
16.15
10.04
128.72
154.91
22.12
0.18
19.38
12.04
128.72
160.14
22.91
0.18
31.18
16.06
128.72
175.96
24.61
0.22
38.11
19.62
128.72
186.45
26.03
m
m
0.30
0.44
51.96
76.21
26.76
39.25
128.72
128.72
207.44
244.18
28.89
33.89
I5.2.3
I5.2.3.01
I5.2.4
I5.2.4.01
I5.2.5
I5.2.5.01
I5.2.6
I5.2.6.01
I5.2.7
I5.2.7.01
I5.2.8
I5.2.8.01
I5.2.8.02
163
CESSM3_Full Book.indd 163
I8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I8.1
I8.1.2
I8.1.2.01
I8.1.2.02
m
m
0.06
0.07
6.46
7.54
6.82
7.96
4.52
8.68
17.80
24.18
5.09
7.95
I8.1.2.03
0.08
8.61
9.09
14.16
31.86
11.60
I8.1.2.04
0.09
9.69
10.23
17.94
37.86
14.22
I8.1.3
I8.1.3.01
I8.1.3.02
m
m
0.07
0.09
7.54
9.69
7.96
10.23
4.52
8.68
20.02
28.60
5.50
8.77
I8.1.3.03
0.11
11.84
12.50
14.16
38.50
12.83
I8.1.3.04
0.11
11.84
12.50
17.94
42.28
15.04
I8.1.4
I8.1.4.01
I8.1.4.02
m
m
0.10
0.12
10.77
12.92
11.37
13.64
4.52
8.68
26.66
35.24
6.73
10.00
I8.1.4.03
0.13
14.00
14.78
14.16
42.94
13.65
I8.1.4.04
0.13
14.00
14.78
17.94
46.72
15.86
I8.1.5
I8.1.5.01
I8.1.5.02
m
m
0.12
0.14
12.92
15.07
13.64
15.91
4.52
8.68
31.08
39.66
7.55
10.82
I8.1.5.03
0.15
16.15
17.05
14.16
47.36
14.47
I8.1.5.04
0.15
16.15
17.05
17.94
51.14
16.68
I8.1.6
I8.1.6.01
I8.1.6.02
m
m
0.12
0.14
20.79
24.25
13.64
15.91
4.52
8.68
38.95
48.84
7.55
10.82
I8.1.6.03
0.15
25.98
17.05
14.16
57.19
14.47
I8.1.6.04
0.15
25.98
17.05
17.94
60.97
16.68
164
23/08/2010 16:44:59
I8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I8.1
I8.1.7
I8.1.7.01
I8.1.7.02
m
m
0.14
0.16
24.25
27.71
15.91
18.19
4.52
8.68
44.68
54.58
8.37
11.64
I8.1.7.03
0.18
31.18
20.46
14.16
65.80
15.70
I8.1.7.04
0.19
32.91
21.60
17.94
72.45
18.32
I8.1.8
I8.1.8.01
0.17
29.45
19.32
4.52
53.29
9.60
0.21
36.37
23.87
4.52
64.76
11.24
m
m
0.20
0.26
34.64
45.03
22.73
29.55
8.68
8.68
66.05
83.26
13.28
15.74
m
m
0.23
0.31
39.84
53.70
26.14
35.24
14.16
14.16
80.14
103.10
17.75
21.03
m
m
0.24
0.33
41.57
57.16
27.28
37.51
17.94
17.94
86.79
112.61
20.37
24.06
I8.1.8.02
I8.1.8.03
I8.1.8.08
I8.2
I8.2.2
I8.2.2.01
0.10
10.77
11.37
34.47
56.61
24.41
0.12
12.92
13.64
34.47
61.03
25.23
0.14
15.07
15.91
34.47
65.45
26.05
0.17
18.30
19.32
34.47
72.09
27.28
0.17
29.45
19.32
34.47
83.24
27.28
I8.1.8.04
I8.1.8.05
I8.1.8.06
I8.1.8.07
I8.2.3
I8.2.3.01
I8.2.4
I8.2.4.01
I8.2.5
I8.2.5.01
I8.2.6
I8.2.6.01
165
CESSM3_Full Book.indd 165
I8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.21
36.37
23.87
34.47
94.71
28.92
m
m
0.27
0.39
46.77
67.55
30.69
44.33
34.47
34.47
111.93
146.35
31.38
36.30
Unit
I8.2
I8.2.7
I8.2.7.01
Kg
I8.2.8
I8.2.8.01
I8.2.8.02
I8.3
I8.3.2
I8.3.2.01
I8.3.2.02
m
m
0.11
0.12
11.84
12.92
12.50
13.64
54.69
69.50
79.03
96.06
36.96
47.04
I8.3.2.03
0.13
14.00
14.78
88.21
116.99
57.33
I8.3.3
I8.3.3.01
I8.3.3.02
m
m
0.13
0.13
14.00
14.00
14.78
14.78
54.69
69.50
83.47
98.28
37.78
47.45
I8.3.3.03
0.14
15.07
15.91
88.21
119.19
57.74
I8.3.4
I8.3.4.01
I8.3.4.02
m
m
0.15
0.16
16.15
17.23
17.05
18.19
54.69
69.50
87.89
104.92
38.60
48.68
I8.3.4.03
0.16
17.23
18.19
88.21
123.63
58.56
I8.3.5
I8.3.5.01
I8.3.5.02
m
m
0.18
0.19
19.38
20.46
20.46
21.60
54.69
69.50
94.53
111.56
39.83
49.91
I8.3.5.03
0.20
21.53
22.73
88.21
132.47
60.20
I8.3.6
I8.3.6.01
0.18
31.18
20.46
54.69
106.33
39.83
166
23/08/2010 16:45:03
I8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
I8.3
I8.3.6
I8.3.6.02
0.19
32.91
21.60
69.50
124.01
49.91
I8.3.6.03
0.20
34.64
22.73
88.21
145.58
60.20
I8.3.7
I8.3.7.01
I8.3.7.02
m
m
0.23
0.24
39.84
41.57
26.14
27.28
54.69
69.50
120.67
138.35
41.88
51.96
I8.3.7.03
0.25
43.30
28.42
88.21
159.93
62.25
I8.3.8
I8.3.8.01
0.30
51.96
34.10
54.69
140.75
44.75
0.46
79.68
52.29
54.69
186.66
51.31
m
m
0.32
0.50
55.43
86.61
36.37
56.84
69.50
69.50
161.30
212.95
55.24
62.62
m
m
0.35
0.54
60.62
93.53
39.78
61.38
88.21
88.21
188.61
243.12
66.35
74.14
I8.3.8.02
I8.3.8.03
I8.3.8.04
I8.3.8.05
I8.3.8.06
167
CESSM3_Full Book.indd 167
23/08/2010 16:45:04
CLASS J:
23/08/2010 16:45:04
23/08/2010 16:45:04
1
1
Rate
x
x
12.56
14.34
1
1
1
5
x
x
x
x
13.53
16.99
14.34
12.56
1
1
5
1
x
x
x
x
16.99
15.91
12.56
13.53
x
x
x
x
x
16.99
16.68
14.34
13.53
12.56
Total
=
=
12.56
14.34
26.90
=
=
=
=
13.53
16.99
14.34
62.80
107.66
=
=
=
=
16.99
15.91
62.80
13.53
109.23
=
=
=
=
=
16.99
16.68
43.02
13.53
62.80
153.02
=
=
=
=
=
=
33.98
2.74
2.36
7.15
5.56
15.10
66.89
=
=
=
=
=
=
=
41.41
2.74
2.36
7.15
5.56
38.37
15.10
112.69
=
=
=
=
=
=
=
=
33.98
2.74
2.36
7.15
5.56
15.10
4.18
41.44
112.51
Plant
P A1184ICE
1
1
1
90
70
1
x
x
x
x
x
x
33.98
2.74
2.36
0.08
0.08
15.10
1
1
1
90
70
1
1
x
x
x
x
x
x
x
41.41
2.74
2.36
0.08
0.08
38.37
15.10
P A1188ICE
171
CESSM3_Full Book.indd 171
1
1
1
90
70
1
1
1
x
x
x
x
x
x
x
x
33.98
2.74
2.36
0.08
0.08
15.10
4.18
41.44
The rates included under Class J are full value and the user must take this into account when
pricing fittings and valves in conjunction with lengths of pipes in trenches measured under Class I
Measurement Rule M3.
J1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.08
2.15
32.36
34.51
4.15
Nr
Nr
0.08
0.15
2.15
4.03
32.36
38.83
34.51
42.86
3.72
6.23
Nr
0.10
2.69
35.95
38.64
5.54
Nr
Nr
0.10
0.18
2.69
4.84
35.95
42.86
38.64
47.70
4.95
8.31
Nr
Nr
Nr
0.08
0.08
0.15
2.15
2.15
4.03
8.54
8.54
14.24
10.69
10.69
18.27
1.69
1.56
1.58
Nr
Nr
Nr
0.10
0.10
0.18
2.69
2.69
4.84
21.62
21.62
27.78
24.31
24.31
32.62
3.61
2.74
2.99
Nr
Nr
0.13
0.13
3.50
3.50
71.78
71.78
75.28
75.28
9.02
8.84
Nr
Nr
0.25
0.25
6.72
6.72
21.29
21.31
28.01
28.03
3.43
3.43
Nr
Nr
0.17
0.17
4.57
4.57
21.29
21.29
25.86
25.86
3.43
4.19
Nr
0.25
6.72
4.58
11.30
2.29
Nr
0.25
6.72
4.58
11.30
2.29
Nr
0.06
1.61
8.19
9.80
3.43
Nr
0.06
1.61
8.56
10.17
3.43
Unit
J1.1
Bends
J1.1.1
J1.1.1.01
J1.1.1.02
J1.1.1.03
J1.1.1.04
J1.1.1.05
J1.1.1.06
J1.1.1.07
J1.1.1.08
J1.1.1.09
J1.1.1.10
J1.1.1.11
J1.1.1.12
J1.1.1.13
J1.1.1.14
J1.1.1.15
J1.1.1.16
J1.1.1.17
J1.1.1.18
J1.1.1.19
J1.1.1.20
J1.1.1.21
J1.1.1.22
Kg
172
23/08/2010 16:45:05
J1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.08
0.10
2.15
2.69
12.46
12.46
14.61
15.15
2.29
2.29
Nr
Nr
0.12
0.18
3.23
4.84
21.29
21.29
24.52
26.13
3.43
3.43
Nr
0.14
3.77
73.30
77.07
10.97
Nr
0.25
6.72
102.13
108.85
13.08
Nr
0.18
4.84
144.23
149.07
24.64
Nr
0.18
4.84
144.23
149.07
19.41
Nr
Nr
0.23
0.25
6.19
6.72
346.40
346.40
352.59
353.12
38.16
43.01
Nr
Nr
Nr
0.30
0.30
0.13
8.07
8.07
3.50
73.30
73.30
102.13
81.37
81.37
105.63
10.97
9.53
13.08
Nr
Nr
Nr
0.13
0.14
0.14
3.50
3.77
3.77
121.33
121.33
284.35
124.83
125.10
288.12
6.22
7.47
9.81
Nr
0.35
9.41
66.77
76.18
4.98
Nr
Nr
0.35
0.45
9.41
12.11
66.77
37.62
76.18
49.73
4.98
7.74
Nr
0.50
13.45
46.94
60.39
6.22
Nr
Nr
0.50
0.65
13.45
17.48
137.47
175.90
150.92
193.38
6.22
9.81
Nr
Nr
1.00
0.75
26.90
20.17
66.77
66.77
93.67
86.94
4.98
4.98
Unit
J1.1
Bends
J1.1.1
J1.1.1.23
J1.1.1.24
J1.1.1.25
J1.1.1.26
J1.1.2
J1.1.2.01
J1.1.2.02
J1.1.2.03
J1.1.2.04
J1.1.2.05
J1.1.2.06
J1.1.2.07
J1.1.2.08
J1.1.2.09
J1.1.2.10
J1.1.2.11
J1.1.2.12
J1.1.2.13
J1.1.2.14
J1.1.2.15
J1.1.2.16
J1.1.2.17
J1.1.2.18
J1.1.2.19
J1.1.2.20
173
CESSM3_Full Book.indd 173
Kg
J1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.60
0.17
16.14
4.57
121.33
121.33
137.47
125.90
6.22
6.22
Nr
0.14
3.77
73.30
77.07
9.53
Nr
0.23
6.19
346.40
352.59
38.16
Nr
0.23
6.19
346.40
352.59
43.01
Nr
0.30
8.07
515.96
524.03
69.79
Nr
0.30
8.07
515.96
524.03
56.98
Nr
Nr
0.65
0.65
17.48
17.48
340.98
348.19
358.46
365.67
7.40
7.40
Nr
Nr
0.75
0.75
20.17
20.17
557.21
557.21
577.38
577.38
7.77
12.44
Nr
0.65
17.48
121.33
138.81
7.40
Nr
0.65
17.48
121.33
138.81
7.40
Nr
0.75
20.17
162.43
182.60
7.77
J1.1.3.12
Nr
0.75
20.17
245.17
265.34
12.44
J1.2
J1.2.1
J1.2.1.01
Nr
0.15
4.03
32.36
36.39
5.74
J1.2.1.02
Nr
0.20
5.38
54.05
59.43
6.56
J1.2.1.03
J1.2.1.04
Nr
0.75
20.17
35.79
55.96
6.56
Nr
0.18
4.84
46.98
51.82
7.65
Unit
J1.1
Bends
J1.1.2
J1.1.2.21
J1.1.2.22
J1.1.2.23
J1.1.3
J1.1.3.01
J1.1.3.02
J1.1.3.03
J1.1.3.04
J1.1.3.05
J1.1.3.06
J1.1.3.07
J1.1.3.08
J1.1.3.09
J1.1.3.10
J1.1.3.11
Kg
174
23/08/2010 16:45:08
J1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.25
6.72
125.49
132.21
8.74
Unit
Kg
J1.2
J1.2.1
J1.2.1.05
J1.2.1.06
J1.2.1.07
Nr
1.00
26.90
35.68
62.58
5.10
Nr
0.15
4.03
18.11
22.14
2.76
Nr
0.18
4.84
31.68
36.52
6.27
Nr
Nr
0.25
0.25
6.72
6.72
25.34
45.24
32.06
51.96
2.75
3.66
Nr
0.33
8.88
22.57
31.45
3.56
Nr
Nr
Nr
0.75
0.35
0.45
20.17
9.41
12.11
41.93
103.88
18.72
62.10
113.29
30.83
5.49
5.49
5.33
Nr
1.00
26.90
10.96
37.86
2.75
J1.2.1.16
Nr
0.25
6.72
20.79
27.51
3.66
J1.2.1.17
J1.2.1.18
Nr
0.33
8.88
10.96
19.84
3.56
Nr
0.75
20.17
18.72
38.89
4.12
J1.2.1.19
Nr
0.35
9.41
35.14
44.55
5.49
J1.2.1.20
J1.2.1.21
Nr
0.45
12.11
18.72
30.83
5.33
Nr
Nr
0.13
0.12
3.50
3.23
22.87
22.87
26.37
26.10
3.66
3.56
Nr
0.65
17.48
39.12
56.60
5.33
Nr
0.08
2.15
13.73
15.88
2.74
Nr
0.13
3.50
18.23
21.73
3.66
Nr
0.25
6.72
22.45
29.17
5.49
Nr
0.10
2.69
58.98
61.67
7.32
J1.2.1.08
J1.2.1.09
J1.2.1.10
J1.2.1.11
J1.2.1.12
J1.2.1.13
J1.2.1.14
J1.2.1.15
J1.2.1.22
J1.2.1.23
J1.2.1.24
J1.2.1.25
J1.2.1.26
J1.2.2
J1.2.2.01
175
CESSM3_Full Book.indd 175
J1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
J1.2
J1.2.2
J1.2.2.02
Nr
0.25
6.72
110.27
116.99
18.51
J1.2.2.03
Nr
0.35
9.41
271.41
280.82
20.17
J1.2.2.04
J1.2.2.05
Nr
1.50
40.35
85.31
125.66
7.76
Nr
0.35
9.41
227.30
236.71
41.07
J1.2.2.06
Nr
0.50
13.45
547.33
560.78
48.53
J1.2.2.07
J1.2.2.08
Nr
2.00
53.80
223.54
277.34
13.07
Nr
0.45
12.11
486.54
498.65
75.72
J1.2.2.09
J1.2.2.10
J1.2.2.11
J1.2.2.12
Nr
0.50
13.45
116.51
129.96
5.98
Nr
0.60
16.14
271.41
287.55
20.17
Nr
0.25
6.72
85.31
92.03
7.76
Nr
0.50
13.45
116.51
129.96
5.98
Nr
0.60
16.14
238.92
255.06
7.97
Nr
1.50
40.35
119.65
160.00
7.74
Nr
0.65
17.48
52.31
69.79
5.98
J1.2.2.16
Nr
0.80
21.52
106.94
128.46
7.97
J1.2.2.17
J1.2.2.18
Nr
2.00
53.80
90.16
143.96
7.85
Nr
0.85
22.86
137.47
160.33
7.47
J1.2.2.19
Nr
1.00
26.90
173.31
200.21
9.68
J1.2.2.20
J1.2.2.21
Nr
2.50
67.25
160.68
227.93
9.67
Nr
Nr
0.75
0.50
20.17
13.45
89.12
89.12
109.29
102.57
7.97
7.74
Nr
Nr
0.24
0.24
6.46
6.46
89.12
89.12
95.58
95.58
7.97
7.74
J1.2.2.13
J1.2.2.14
J1.2.2.15
J1.2.2.22
J1.2.2.23
J1.2.2.24
176
23/08/2010 16:45:12
J1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.85
1.00
22.86
26.90
340.98
719.98
363.84
746.88
11.32
12.04
Unit
J1.2
J1.2.3
J1.2.3.01
J1.2.3.02
Kg
Nr
2.50
67.25
432.34
499.59
11.51
Nr
0.45
12.11
486.54
498.65
75.72
J1.2.3.05
Nr
0.65
17.48
772.64
790.12
90.86
J1.2.3.06
Nr
0.60
16.14
618.49
634.63
123.67
Nr
Nr
1.00
3.00
26.90
80.70
610.25
610.25
637.15
690.95
12.09
12.08
Nr
0.85
22.86
147.54
170.40
11.32
J1.2.3.03
J1.2.3.04
J1.2.3.07
J1.2.3.08
J1.2.3.09
J1.2.3.10
Nr
1.00
26.90
194.44
221.34
12.04
J1.2.3.11
J1.2.3.12
Nr
2.50
67.25
148.81
216.06
11.51
Nr
1.00
26.90
268.50
295.40
12.09
J1.2.3.13
Nr
3.00
80.70
268.50
349.20
12.08
J1.3
Tapers
J1.3.1
J1.3.1.01
Nr
0.10
2.69
84.80
87.49
4.37
Nr
0.10
2.69
72.94
75.63
2.98
Nr
0.13
3.50
79.37
82.87
6.86
Nr
0.25
6.72
24.53
31.25
5.49
Nr
0.25
6.72
24.53
31.25
5.49
J1.3.1.02
J1.3.1.03
J1.3.1.04
J1.3.1.05
177
CESSM3_Full Book.indd 177
J1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.14
3.77
284.05
287.82
9.98
Nr
0.18
4.84
269.73
274.57
18.67
Nr
0.23
6.19
345.54
351.73
33.32
Nr
0.13
3.50
284.05
287.55
9.98
Nr
0.14
3.77
215.34
219.11
9.58
Nr
0.35
9.41
61.10
70.51
7.74
Nr
0.50
13.45
98.91
112.36
9.58
Nr
0.23
6.19
345.54
351.73
33.32
Nr
0.65
17.48
344.17
361.65
11.39
Nr
0.75
20.17
633.51
653.68
11.96
Nr
0.65
17.48
132.61
150.09
11.39
Nr
0.75
20.17
278.74
298.91
11.96
Unit
J1.3
Tapers
J1.3.2
J1.3.2.01
J1.3.2.02
J1.3.2.03
J1.3.2.04
J1.3.2.05
J1.3.2.06
J1.3.2.07
J1.3.3
J1.3.3.01
J1.3.3.02
J1.3.3.03
J1.3.3.04
J1.3.3.05
Kg
J2
J2.1
Bends
J2.1.2
J2.1.2.01
Nr
0.30
8.07
122.82
130.89
21.93
Nr
0.36
9.68
142.84
152.52
26.19
Nr
0.50
13.45
164.55
178.00
36.64
Nr
0.10
10.92
11.27
238.39
260.58
66.43
J2.1.3
J2.1.3.01
J2.1.3.02
J2.1.3.03
178
23/08/2010 16:45:14
J2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
J2.1
Bends
J2.1.4
J2.1.4.01
Nr
0.13
14.20
14.65
777.14
805.99
133.86
Nr
0.20
21.85
22.54
1,043.65
1,088.04
181.62
Nr
0.26
28.40
29.30
1,793.69
1,851.39
385.96
Nr
0.32
34.95
36.06
3,158.16
3,229.17
581.70
Nr
0.40
43.69
45.08
4,390.50
4,479.27
778.19
J2.1.4.02
J2.1.5
J2.1.5.01
J2.1.6
J2.1.6.01
J2.1.7
J2.1.7.01
J2.2
J2.2.1
J2.2.1.01
Nr
0.20
5.38
22.43
27.81
3.21
Nr
0.30
8.07
32.93
41.00
3.78
Nr
Nr
0.45
0.55
12.11
14.80
80.36
246.47
92.47
261.27
11.33
21.93
Nr
Nr
0.50
0.65
13.45
17.48
83.28
178.63
96.73
196.11
15.28
30.55
Nr
0.75
20.17
104.56
124.73
21.98
Nr
0.15
16.38
16.91
136.25
169.54
45.31
Nr
0.20
21.85
22.54
765.15
809.54
136.47
J2.2.1.02
J2.2.2
J2.2.2.01
J2.2.2.02
J2.2.3
J2.2.3.01
J2.2.3.02
J2.2.3.03
J2.2.3.04
J2.2.4
J2.2.4.01
179
CESSM3_Full Book.indd 179
J3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.20
5.38
22.62
28.00
21.97
Nr
Nr
Nr
0.25
0.35
0.60
6.72
9.41
16.14
27.56
29.31
34.03
34.28
38.72
50.17
21.97
22.92
22.92
Nr
0.30
8.07
77.65
85.72
34.38
Nr
Nr
0.35
0.45
9.41
12.11
84.82
132.47
94.23
144.58
35.34
42.98
Nr
0.80
21.52
98.63
120.15
42.98
Nr
0.28
42.85
31.51
11.10
85.46
20.25
Nr
0.29
44.38
32.63
13.32
90.33
27.93
Nr
0.42
64.27
47.26
27.41
138.94
40.22
J3.1.1.12
Nr
0.44
67.33
49.51
32.47
149.31
61.80
J3.1.2
J3.1.2.01
Nr
0.10
10.92
11.27
313.59
335.78
110.70
J3.1.2.02
J3.1.2.03
J3.1.2.04
Nr
Nr
Nr
0.11
0.12
0.21
12.02
13.11
22.94
12.40
13.52
23.67
356.70
510.81
423.41
381.12
537.44
470.02
116.80
136.27
139.64
J3.1.3
J3.1.3.01
Nr
0.18
19.66
20.29
978.74
1,018.69
415.46
Nr
Nr
Nr
0.20
0.22
0.36
21.85
24.03
39.32
22.54
24.79
40.57
1,066.00
1,327.33
1,425.37
1,110.39
1,376.15
1,505.26
412.39
248.88
254.11
Nr
0.23
25.12
25.92
1,376.46
1,427.50
518.56
Nr
Nr
Nr
0.25
0.27
0.47
27.31
29.49
51.34
28.18
30.43
52.97
1,536.65
2,527.92
2,574.59
1,592.14
2,587.84
2,678.90
513.58
628.93
636.40
Unit
J3.1
Bends
J3.1.1
J3.1.1.01
J3.1.1.02
J3.1.1.03
J3.1.1.04
J3.1.1.05
J3.1.1.06
J3.1.1.07
J3.1.1.08
J3.1.1.09
J3.1.1.10
J3.1.1.11
J3.1.3.02
J3.1.3.03
J3.1.3.04
J3.1.3.05
J3.1.3.06
J3.1.3.07
J3.1.3.08
Kg
180
23/08/2010 16:45:18
J3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.30
0.33
32.77
36.05
33.81
37.19
3,804.02
5,030.29
3,870.60
5,103.53
651.06
820.26
Nr
0.57
62.26
64.24
2,743.84
2,870.34
829.22
Nr
0.34
37.14
38.32
3,080.61
3,156.07
868.38
Unit
J3.1
Bends
J3.1.4
J3.1.4.02
J3.1.4.03
J3.1.4.04
J3.1.4.05
Kg
Nr
Nr
0.37
0.41
40.42
44.78
41.70
46.21
4,397.01
9,511.56
4,479.13
9,602.55
861.86
1,105.93
Nr
0.70
76.46
78.89
5,329.23
5,484.58
1,116.76
Nr
0.40
43.69
45.08
5,954.64
6,043.41
1,138.02
J3.1.4.10
J3.1.4.11
J3.1.4.12
Nr
Nr
Nr
0.43
0.48
0.82
46.97
52.43
89.57
48.46
54.10
92.41
6,975.67
10,800.95
5,818.07
7,071.10
10,907.48
6,000.05
1,116.22
1,450.43
1,463.13
J3.1.5
J3.1.5.01
Nr
0.47
51.34
52.97
6,519.12
6,623.43
1,196.79
Nr
Nr
Nr
0.50
0.56
0.96
54.62
61.17
104.86
56.35
63.11
108.19
7,694.04
12,320.49
6,523.06
7,805.01
12,444.77
6,736.11
1,173.85
1,525.05
1,539.99
Nr
0.68
74.28
76.64
14,938.56
15,089.48
2,292.57
Nr
Nr
0.76
1.30
83.01
142.00
85.65
146.51
18,250.08
16,018.42
18,418.74
16,306.93
3,032.82
3,053.00
Nr
0.76
83.01
85.65
19,502.13
19,670.79
3,953.44
Nr
Nr
0.50
1.00
13.45
26.90
39.36
83.91
52.81
110.81
23.88
36.29
Nr
Nr
0.65
1.40
17.48
37.66
160.72
155.14
178.20
192.80
56.35
56.35
Nr
0.38
58.15
42.76
57.38
158.29
39.33
Nr
0.57
87.22
64.14
126.39
277.75
88.51
J3.1.4.06
J3.1.4.07
J3.1.4.08
J3.1.4.09
J3.1.5.02
J3.1.5.03
J3.1.5.04
J3.1.5.05
J3.1.5.06
J3.1.5.07
J3.1.5.08
J3.2
J3.2.1
J3.2.1.01
J3.2.1.02
J3.2.1.03
J3.2.1.04
J3.2.1.05
J3.2.1.06
181
CESSM3_Full Book.indd 181
J3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.12
0.30
13.11
32.77
13.52
33.81
540.57
564.05
567.20
630.63
166.83
173.56
Nr
Nr
0.22
0.45
24.03
49.15
24.79
50.72
1,808.51
2,078.02
1,857.33
2,177.89
378.76
387.35
Nr
Nr
0.27
0.70
29.49
76.46
30.43
78.89
3,292.61
2,934.70
3,352.53
3,090.05
863.86
879.92
Nr
Nr
0.33
0.85
36.05
92.85
37.19
95.80
4,725.94
4,237.60
4,799.18
4,426.25
1,059.01
1,078.43
Nr
Nr
0.41
1.05
44.78
114.69
46.21
118.34
6,034.13
5,755.92
6,125.12
5,988.95
1,114.33
1,138.24
Nr
Nr
0.48
1.23
52.43
134.35
54.10
138.62
13,955.26
11,386.07
14,061.79
11,659.04
1,878.27
1,906.29
Nr
0.56
61.17
63.11
14,038.53
14,162.81
1,974.28
Nr
1.44
157.29
162.29
12,809.08
13,128.66
2,007.15
Nr
1.95
213.00
112.70
19,502.13
19,827.83
3,962.41
J3.2.5.04
Nr
1.95
213.00
219.76
21,777.77
22,210.53
3,997.90
J3.3
Tapers
J3.3.1
J3.3.1.01
Nr
0.27
41.32
30.38
20.79
92.49
27.40
Nr
0.27
41.32
30.38
34.18
105.88
27.40
Unit
J3.2
J3.2.2
J3.2.2.01
J3.2.2.02
J3.2.3
J3.2.3.01
J3.2.3.02
J3.2.3.03
J3.2.3.04
J3.2.4
J3.2.4.01
J3.2.4.02
J3.2.4.03
J3.2.4.04
J3.2.4.05
J3.2.4.06
J3.2.5
J3.2.5.01
J3.2.5.02
J3.2.5.03
J3.3.1.02
Kg
182
23/08/2010 16:45:22
J3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.41
62.74
46.14
26.32
135.20
35.35
Nr
0.41
62.74
46.14
49.19
158.07
36.78
Nr
0.40
10.76
51.61
62.37
25.31
Nr
0.70
18.83
137.34
156.17
59.69
Nr
0.55
14.80
82.11
96.91
36.29
J3.5.1.04
Nr
0.95
25.56
173.47
199.03
75.45
J3.5.2
J3.5.2.01
Nr
0.20
21.85
22.54
251.92
296.31
93.42
J3.5.2.02
Nr
0.20
21.85
22.54
241.57
285.96
87.69
J3.5.3
J3.5.3.01
Nr
0.27
29.49
30.43
563.92
623.84
267.94
Nr
0.27
29.49
30.43
510.79
570.71
267.94
Nr
0.35
38.23
39.45
966.19
1,043.87
471.48
J3.5.3.04
Nr
0.35
38.23
39.45
1,145.29
1,222.97
471.48
J3.5.4
J3.5.4.01
Nr
0.42
45.88
47.33
2,378.69
2,471.90
699.47
Nr
0.42
45.88
47.33
1,580.38
1,673.59
699.47
Nr
0.52
56.80
58.60
4,347.84
4,463.24
737.40
Nr
0.52
56.80
58.60
1,711.47
1,826.87
737.40
Nr
0.61
66.63
68.75
4,817.07
4,952.45
1,271.93
Nr
0.61
66.63
68.75
3,163.64
3,299.02
1,271.93
Unit
J3.3
Tapers
J3.3.1
J3.3.1.03
J3.3.1.04
J3.5
Adaptors
J3.5.1
J3.5.1.01
J3.5.1.02
J3.5.1.03
J3.5.3.02
J3.5.3.03
J3.5.4.02
J3.5.4.03
J3.5.4.04
J3.5.4.05
J3.5.4.06
183
CESSM3_Full Book.indd 183
Kg
J3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.71
77.55
80.02
5,289.69
5,447.26
1,338.12
Nr
0.71
77.55
80.02
4,224.82
4,382.39
1,338.12
Nr
0.96
104.86
108.19
7,633.86
7,846.91
1,687.85
J3.5.5.04
Nr
0.64
69.91
72.13
9,610.06
9,752.10
2,340.74
J4
J4.1
Bends
J4.1.1
J4.1.1.01
Nr
0.20
5.38
22.62
28.00
21.97
Nr
0.40
10.76
51.61
62.37
25.31
Nr
0.30
8.07
77.65
85.72
34.38
Nr
0.55
14.80
82.11
96.91
36.29
Nr
Nr
0.25
0.35
6.72
9.41
27.56
29.31
34.28
38.72
21.97
22.92
Nr
Nr
0.35
0.45
9.41
12.11
84.82
132.47
94.23
144.58
35.34
42.98
Nr
0.60
16.14
34.03
50.17
22.92
Nr
0.80
21.52
98.63
120.15
42.98
Nr
0.40
10.76
54.24
65.00
23.40
Nr
0.55
14.80
62.88
77.68
33.43
Unit
J3.5
Adaptors
J3.5.5
J3.5.5.01
J3.5.5.02
J3.5.5.03
J4.1.1.02
J4.1.1.03
J4.1.1.04
J4.1.1.05
J4.1.1.08
J4.3
Tapers
J4.3.1
J4.3.1.01
J4.1.1.06
J4.1.1.07
J4.3.1.02
J4.3.1.03
J4.3.1.04
Kg
184
23/08/2010 16:45:25
J7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.14
0.14
15.07
15.07
24.57
25.99
39.64
41.06
1.07
1.07
Nr
0.17
18.30
36.74
55.04
2.05
Nr
0.17
18.30
42.69
60.99
2.05
Nr
0.23
24.76
75.35
100.11
4.23
Nr
0.23
24.76
115.81
140.57
4.23
Unit
J7.1
Bends
J7.1.1
J7.1.1.01
J7.1.1.02
J7.1.1.03
J7.1.1.04
J7.1.1.05
J7.1.1.06
Kg
Nr
0.30
32.30
113.96
146.26
8.12
Nr
0.30
32.30
170.37
202.67
8.12
J7.1.3.02
Nr
Nr
0.37
0.37
39.83
39.83
199.33
345.95
239.16
385.78
12.89
12.89
J7.2
J7.2.1
J7.2.1.01
Nr
0.14
15.07
33.26
48.33
1.49
Nr
0.14
15.07
48.78
63.85
1.49
Nr
0.17
18.30
61.62
79.92
2.86
Nr
0.17
18.30
90.53
108.83
2.86
Nr
0.23
24.76
114.70
139.46
5.92
J7.1.2
J7.1.2.01
J7.1.2.02
J7.1.3
J7.1.3.01
J7.2.1.02
J7.2.1.03
J7.2.1.04
J7.2.1.05
185
CESSM3_Full Book.indd 185
J7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.23
24.76
162.62
187.38
5.92
Nr
0.30
32.30
207.39
239.69
11.37
Nr
0.30
32.30
303.77
336.07
11.37
Nr
0.37
39.83
518.92
558.75
18.04
Nr
0.37
39.83
600.10
639.93
18.04
Nr
0.14
15.07
20.18
35.25
1.40
Unit
J7.2
J7.2.1
J7.2.1.06
J7.2.2
J7.2.2.01
J7.2.2.02
J7.2.3
J7.2.3.01
J7.2.3.02
J7.3
Tapers
J7.3.1
J7.3.1.01
J7.3.1.02
J7.3.1.03
J7.3.2
J7.3.2.01
J7.3.3
J7.3.3.01
Nr
0.17
18.30
18.79
37.09
1.88
Nr
0.23
24.76
55.23
79.99
3.89
Nr
0.30
32.30
91.83
124.13
7.47
Nr
0.37
39.83
128.81
168.64
11.85
Nr
0.15
16.15
10.04
141.76
167.95
45.97
Nr
0.18
19.38
12.04
166.42
197.84
48.86
J8
J8.1
J8.1.1
J8.1.1.01
J8.1.1.02
Kg
186
23/08/2010 16:45:29
J8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.19
20.46
12.71
170.29
203.46
60.39
Nr
0.22
23.69
14.72
189.29
227.70
63.95
Nr
0.34
36.60
22.75
259.26
318.61
106.36
Nr
0.37
39.83
24.76
278.27
342.86
112.02
Nr
0.46
49.52
30.78
508.34
588.64
180.19
Nr
0.50
53.83
33.45
533.77
621.05
189.64
Nr
0.58
62.44
38.81
737.10
838.35
301.76
Nr
0.62
66.75
41.48
773.83
882.06
317.14
Nr
0.70
75.36
46.84
891.90
1,014.10
409.97
Nr
0.75
80.75
50.18
928.66
1,059.59
430.87
Nr
0.84
90.43
56.20
2,254.71
2,401.34
538.87
Nr
0.90
96.89
60.22
2,336.82
2,493.93
530.31
Nr
1.00
107.66
66.91
2,705.49
2,880.06
628.44
Nr
1.06
114.12
70.92
2,849.00
3,034.04
660.13
Nr
1.15
123.81
76.95
3,702.65
3,903.41
727.89
Nr
1.22
131.35
81.63
3,867.58
4,080.56
759.84
Nr
1.27
138.72
143.13
4,536.57
4,818.42
840.57
Nr
1.34
146.37
151.02
4,731.69
5,029.08
873.29
Nr
1.60
174.77
180.32
5,632.96
5,988.05
948.40
Nr
1.70
185.69
191.59
5,744.46
6,121.74
982.24
Unit
J8.1
J8.1.1
J8.1.1.03
J8.1.1.04
J8.1.1.05
J8.1.1.06
J8.1.1.07
J8.1.1.08
J8.1.2
J8.1.2.01
J8.1.2.02
J8.1.2.03
J8.1.2.04
J8.1.3
J8.1.3.01
J8.1.3.02
J8.1.3.03
J8.1.3.04
J8.1.3.05
J8.1.3.06
J8.1.3.07
J8.1.3.08
J8.1.3.09
J8.1.3.10
187
CESSM3_Full Book.indd 187
Kg
J8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.20
21.53
13.38
563.30
598.21
88.35
Nr
0.23
24.76
15.39
747.96
788.11
93.29
Nr
0.33
35.53
22.08
666.66
724.27
154.80
Nr
0.36
38.76
24.09
872.24
935.09
162.89
Nr
0.50
53.83
33.45
747.12
834.40
269.94
Nr
0.54
58.14
36.13
996.51
1,090.78
278.94
Nr
0.58
62.44
38.81
796.74
897.99
402.04
Nr
0.62
66.75
41.48
1,060.39
1,168.62
422.44
Nr
0.68
73.21
45.50
872.24
990.95
447.64
Nr
0.73
78.59
48.84
1,110.33
1,237.76
470.45
Nr
0.80
86.13
53.53
975.61
1,115.27
608.38
Nr
0.85
91.51
56.87
1,241.57
1,389.95
639.06
Unit
J8.8
Penstocks
J8.8.1
J8.8.1.01
J8.8.1.02
J8.8.1.03
J8.8.1.04
J8.8.1.05
J8.8.1.06
J8.8.2
J8.8.2.01
J8.8.2.02
J8.8.2.03
J8.8.2.04
J8.8.2.05
J8.8.2.06
Kg
188
23/08/2010 16:45:32
J8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
Nr
1.00
107.66
66.91
1,077.81
1,252.38
Nr
1.06
114.12
70.92
1,372.82
1,557.86
787.84
Nr
1.20
129.19
80.29
1,168.40
1,377.88
934.77
Nr
1.27
136.73
84.98
1,475.02
1,696.73
981.77
Nr
1.60
174.77
180.32
1,349.59
1,704.68
1,249.46
Nr
1.70
185.69
191.59
1,677.51
2,054.79
1,298.36
Nr
1.95
213.00
219.76
1,764.35
2,197.11
1,409.61
Nr
2.05
223.92
231.04
1,881.52
2,336.48
1,454.68
Nr
2.30
251.23
259.21
1,711.66
2,222.10
1,388.23
Nr
2.40
262.15
270.48
2,084.78
2,617.41
1,536.67
Nr
2.53
276.35
285.13
1,801.97
2,363.45
1,461.94
Nr
2.65
289.46
298.65
2,113.23
2,701.34
1,618.35
Nr
2.65
289.46
298.65
1,892.56
2,480.67
1,534.79
Nr
2.77
302.57
312.18
2,288.61
2,903.36
1,698.81
Unit
J8.8
Penstocks
J8.8.3
J8.8.3.01
J8.8.3.02
J8.8.3.03
J8.8.3.04
J8.8.3.05
J8.8.3.06
J8.8.3.07
J8.8.3.08
J8.8.4
J8.8.4.01
J8.8.4.02
J8.8.4.03
J8.8.4.04
J8.8.4.05
J8.8.4.06
189
CESSM3_Full Book.indd 189
CO 2
Kg
684.93
J8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
J8.8
Penstocks
J8.8.4
J8.8.4.07
Nr
3.00
327.69
338.10
2,073.16
2,738.95
1,619.66
Nr
3.15
344.07
355.01
2,491.86
3,190.94
1,792.77
Nr
3.35
365.92
377.55
2,254.64
2,998.11
1,677.96
Nr
3.50
382.31
394.45
2,695.69
3,472.45
1,856.10
J8.8.4.08
J8.8.5
J8.8.5.01
J8.8.5.02
190
23/08/2010 16:45:34
CLASS K:
PIPEWORK - MANHOLES
AND PIPEWORK ANCILLARIES
23/08/2010 16:45:34
23/08/2010 16:45:34
1
3
1
Rate
x
x
x
16.99
12.56
16.68
1
2
x
x
16.99
12.56
1
3
1
x
x
x
16.99
12.56
14.34
12.56
1
1
x
x
16.99
12.56
Total
=
=
=
16.99
37.68
16.68
71.35
=
=
16.99
25.12
42.11
=
=
=
16.99
37.68
14.34
69.01
12.56
12.56
=
=
16.99
12.56
29.55
=
=
=
=
=
=
=
=
33.98
2.74
23.52
1.69
2.75
5.72
3.97
2.04
76.41
=
=
=
=
=
=
=
=
41.41
4.12
23.52
1.69
2.75
7.63
4.77
2.04
87.93
=
=
=
27.01
2.75
2.04
31.80
Plant
P K1200ICE
1
1
1
1
1
72
50
1
x
x
x
x
x
x
x
x
33.98
2.74
23.52
1.69
2.75
0.08
0.08
2.04
1
1
1
1
1
96
60
1
x
x
x
x
x
x
x
x
41.41
4.12
23.52
1.69
2.75
0.08
0.08
2.04
1
1
1
193
CESSM3_Full Book.indd 193
x
x
x
27.01
2.75
2.04
1
1
1
1
x
x
x
x
33.98
2.74
2.75
2.76
P K1205ICE
33.98
2.74
2.75
2.76
42.23
=
=
=
=
=
4.86
1.54
2.75
2.04
1.49
3.00
15.68
45.76
45.76
=
=
=
=
45.76
194
23/08/2010 16:45:34
Manholes
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.1
Brick
K1.1.1
K1.1.1.01
Nr
7.85
560.10
599.90
464.57
1,624.57
1,549.96
Depth: 1.5 - 2m
Brick manholes 900 x 675mm
internally with 150mm in situ concrete,
grade 20 base with fair faced
engineering Class 'B' brick walls
215mm thick in cement mortar (1:3),
150mm precast concrete cover slab
on 3 course brick kerb, 150mm
vitrified clay straight main channel and
1nr 3/4 section branch, concrete
benching and 600 x 450mm grade 'B'
single seal cast iron cover and frame
including excavating in firm ground by
machine and filling by hand and
spreading surplus excavated material
by hand on site average 25m distance
from excavation; Depth: 2m; total cost
of one manhole
Nr
12.90
920.41
985.82
678.14
2,584.37
2,747.76
K1.1.2
K1.1.2.01
195
CESSM3_Full Book.indd 195
K1
Manholes continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.2
K1.2.2
K1.2.2.01
Depth: 1.5 - 2m
Brick manholes 1200 x 1050mm
internally with 150mm in situ concrete,
grade 20 base with fair faced
engineering Class 'B' brick walls
215mm thick in cement mortar (1:3),
150mm precast concrete cover slab
on 3 course brick kerb, 150mm
diameter vitrified clay pipe and 1nr 150
x 150mm junction forming backdrop
commencing 1m above invert encased
in concrete, grade 20, with cast iron
cover and frame and 1nr 3/4 section
branch channel bend, concrete
benching and 600 x 600mm grade 'B'
single seal cast iron cover and frame,
including excavating and filling in firm
ground by machine, removing surplus
from site; Depth: 2m; total cost of one
manhole
Nr
18.47
1,317.83
1,411.48
995.49
3,724.80
3,867.03
Depth: 2.5 - 3m
Brick manholes 1200 x 1050mm
internally with 150mm in situ concrete,
grade 20 base with fair faced
engineering Class 'B' brick walls
215mm thick in cement mortar (1:3),
150mm precast concrete cover slab
on 3 course brick kerb, 150mm
diameter vitrified clay pipe and 1nr 150
x 150mm junction forming backdrop
commencing 1m above invert encased
in concrete, grade 20, with cast iron
cover and frame and 1nr 3/4 section
branch channel bend, concrete
benching and 600 x 600mm grade 'B'
single seal cast iron cover and frame,
including excavating and filling in firm
ground by machine, removing surplus
from site; Depth: 4m, backdrop
commencing 2.5m above invert;
total cost of one manhole
Nr
32.10
2,290.34
2,453.08
1,595.33
6,338.75
7,222.36
Nr
3.95
281.83
290.40
776.88
1,349.11
905.63
K1.2.4
K1.2.4.01
K1.5
Precast concrete
K1.5.1
K1.5.1.01
196
23/08/2010 16:45:36
K1
Manholes continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.5
Precast concrete
K1.5.1
K1.5.1.02
Nr
4.41
314.65
325.55
626.86
1,267.06
976.70
Nr
5.32
379.58
395.09
632.08
1,406.75
1,092.09
Nr
6.24
445.22
465.40
734.03
1,644.65
1,412.82
Nr
7.18
512.29
537.23
835.14
1,884.66
1,661.56
Nr
8.14
580.79
702.48
894.66
2,177.93
1,929.27
Nr
10.08
719.21
873.05
1,131.41
2,723.67
2,347.44
Depth: 1.5 - 2m
Precast concrete manholes; excavation
and backfilling in natural material; in situ
concrete grade 20 in 300mm base;
300/150mm branch junction channel;
150mm diameter half round bend
channel; cement mortar benching
(1:3); precast concrete manhole rings
and cover slab, BS 5911; 150mm in
situ concrete grade 20 surround to
rings; 600mm diameter heavy duty
cast iron access cover and frame;
galvanised malleable step irons BS
1247 at 305mm centres cast into sides
of chamber rings; 675mm nominal
internal diameter manhole rings;
Depth: 2m; total cost of one manhole
Nr
3.75
267.56
275.11
612.39
1,155.06
914.14
K1.5.1.03
K1.5.1.04
K1.5.1.05
K1.5.1.06
K1.5.1.07
K1.5.2
K1.5.2.01
K1.5.2.02
K1.5.2.03
K1.5.2.04
K1.5.2.05
Nr
5.21
371.73
386.69
685.27
1,443.69
1,150.68
Nr
6.33
451.65
472.28
720.14
1,644.07
1,359.39
Nr
7.49
534.41
560.92
795.87
1,891.20
1,632.47
Nr
8.68
619.32
651.86
932.14
2,203.32
1,974.73
197
CESSM3_Full Book.indd 197
K1
Manholes continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.5
Precast concrete
K1.5.2
K1.5.2.06
Depth: 1.5 - 2m
as previous item; 1500mm nominal internal
diameter manhole rings; Depth: 2m;
total cost of one manhole
Nr
9.89
705.65
856.34
1,052.55
2,614.54
2,314.61
Nr
12.32
879.03
1,069.99
1,276.42
3,225.44
2,810.44
Nr
7.02
500.88
525.01
871.67
1,897.56
1,602.27
Nr
7.92
565.09
593.78
951.06
2,109.93
1,814.56
Nr
9.13
651.43
789.52
1,073.44
2,514.39
2,158.55
Nr
11.24
801.97
975.03
1,267.70
3,044.70
2,609.48
Depth: 2.5 - 3m
Precast concrete manholes; excavation
and backfilling in natural material; in situ
concrete grade 20 in 300mm base;
300/150mm branch junction channel;
150mm diameter half round bend
channel; cement mortar benching
(1:3); precast concrete manhole rings
and cover slab, BS 5911; 150mm in
situ concrete grade 20 surround to
rings; 600mm diameter heavy duty
cast iron access cover and frame;
galvanised malleable step irons BS
1247 at 305mm centres cast into sides
of chamber rings; 675mm nominal
internal diameter manhole rings;
Depth: 3m; total cost of one manhole
Nr
4.81
343.19
352.30
718.87
1,414.36
1,199.56
Nr
6.97
497.31
517.36
811.45
1,826.12
1,512.93
K1.5.2.07
K1.5.2.08
K1.5.2.09
K1.5.2.10
K1.5.2.11
K1.5.4
K1.5.4.01
K1.5.4.02
198
23/08/2010 16:45:39
K1
Manholes continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.5
Precast concrete
K1.5.4
K1.5.4.03
Depth: 2.5 - 3m
as previous item; 1050mm nominal internal
diameter manhole rings; Depth: 3m;
total cost of one manhole
Nr
8.62
615.04
643.46
858.00
2,116.50
1,800.57
Nr
10.19
727.06
763.44
963.80
2,454.30
2,192.08
Nr
7.84
559.38
583.85
822.26
1,965.49
1,298.98
Nr
11.97
854.06
899.46
1,135.49
2,889.01
2,618.97
Nr
9.91
707.08
742.04
1,119.96
2,569.08
2,287.87
Nr
13.59
969.65
1,177.25
1,273.09
3,419.99
3,053.09
Nr
11.10
791.98
958.33
1,256.97
3,007.28
2,623.17
Nr
16.94
1,208.67
1,478.81
1,567.28
4,254.76
3,722.55
Nr
13.53
965.37
1,171.97
1,411.28
3,548.62
3,053.80
K1.5.4.04
K1.5.4.05
K1.5.4.06
K1.5.4.07
K1.5.4.08
K1.5.4.09
K1.5.4.10
K1.5.4.11
199
CESSM3_Full Book.indd 199
K1
Manholes continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
5.90
420.96
427.95
820.67
1,669.58
1,478.79
Nr
8.71
621.46
642.69
932.94
2,197.09
1,867.62
Nr
10.72
764.87
796.30
995.44
2,556.61
2,245.09
Nr
12.89
919.70
962.13
1,114.28
2,996.11
2,697.87
Nr
10.02
714.93
742.80
1,114.07
2,571.80
2,289.80
Nr
15.74
1,123.05
1,348.69
1,424.85
3,896.59
3,685.69
Nr
11.37
811.25
845.97
1,232.94
2,890.16
2,603.63
Nr
17.29
1,233.64
1,493.76
1,488.95
4,216.35
3,784.16
Nr
12.64
901.86
1,084.93
1,369.95
3,356.74
2,952.53
Unit
K1.5
Precast concrete
K1.5.6
K1.5.6.01
Depth: 3.5 - 4m
Precast concrete manholes; excavation
and backfilling in natural material; in situ
concrete grade 20 in 300mm base;
300/150mm branch junction channel;
150mm diameter half round bend
channel; cement mortar benching
(1:3); precast concrete manhole rings
and cover slab, BS 5911; 150mm in
situ concrete grade 20 surround to
rings; 600mm diameter heavy duty
cast iron access cover and frame;
galvanised malleable step irons BS
1247 at 305mm centres cast into sides
of chamber rings; 675mm nominal
internal diameter manhole rings;
Depth: 4m; total cost of one manhole
K1.5.6.02
K1.5.6.03
K1.5.6.04
K1.5.6.05
K1.5.6.06
K1.5.6.07
K1.5.6.08
K1.5.6.09
Kg
200
23/08/2010 16:45:42
K1
Manholes continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.5
Precast concrete
K1.5.6
K1.5.6.10
Depth: 3.5 - 4m
as previous item; 1800mm nominal internal
diameter manhole rings; Depth: 4m;
total cost of one manhole
Nr
21.72
1,549.72
1,883.25
1,853.47
5,286.44
4,627.25
Nr
15.25
1,088.09
1,314.40
1,535.53
3,938.02
3,410.61
Nr
10.46
746.32
884.48
1,055.63
2,686.43
2,309.16
Nr
13.08
933.26
1,114.83
1,128.62
3,176.71
2,781.45
Nr
15.74
1,123.05
1,348.69
1,273.28
3,745.02
3,360.28
Nr
11.45
816.96
971.52
1,184.47
2,972.95
2,536.11
Nr
18.42
1,314.27
1,584.32
1,356.27
4,254.86
3,941.45
Nr
12.86
917.56
1,095.48
1,345.92
3,358.96
3,018.75
K1.5.6.11
K1.5.7
K1.5.7.01
K1.5.7.02
K1.5.7.03
K1.5.7.04
K1.5.7.05
K1.5.7.06
201
CESSM3_Full Book.indd 201
K1
Manholes continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K1.5
Precast concrete
K1.5.7
K1.5.7.07
Nr
21.10
1,505.48
1,819.94
1,709.07
5,034.49
4,534.73
Nr
14.23
1,015.31
1,215.93
1,482.93
3,714.17
3,283.66
Nr
26.52
1,892.20
2,296.47
2,148.17
6,336.84
5,566.70
Nr
17.01
1,213.66
1,460.35
1,648.51
4,322.52
3,747.78
446.61
350.35
178.53
302.69
372.23
382.31
402.02
40.40
10.66
K1.5.7.08
K1.5.7.09
K1.5.7.10
K3
Gullies
K3.1
Clay
K3.1.1
K3.1.1.01
Vitrified clay road gully; concrete grade 20 surround 150mm thick; 3 courses class 'B' engineering brick in
cement mortar (1:3); 400 x 349mm cast iron grating and frame; BS EN 124, grade 'A' bedded in cement
mortar (1:3)
Nr
450mm diameter x 900mm deep
2.03
85.48
64.55
296.58
K3.6
K3.6.1
Precast concrete gully, BS 5911; 150mm trapped outlet; rodding eye with stopper and galvanised chain;
concrete grade 20 surround 150mm thick; 3 courses class 'B' engineering brick in cement mortar (1:3);
400 x 349mm cast iron grating and frame, BS EN 124, grade A bedded in cement mortar (1:3)
K3.6.1.01
K3.7
Plastics
K3.7.1
Polypropylene road gully; concrete grade 20 surround 150mm thick; 3 courses class 'B' engineering
bricks in cement mortar (1:3); 502 x 349mm cast iron grating and frame, BS EN 124, grade 'A' bedded in
cement mortar (1:3)
Nr
500mm diameter x 900mm deep
2.25
94.75
71.55
216.01
K3.7.1.01
Nr
1.68
70.74
53.42
K4
Note(s):
Items for Filling of French and rubble drains are exclusive of disposal of excavated material which
is included in class 'I': Pipes.
K4.1
K4.1.1
K4.1.1.01
m3
0.18
12.42
7.60
20.38
202
23/08/2010 16:45:47
K4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m3
0.20
13.80
8.44
11.75
33.99
285.34
Unit
Kg
K4.2
K4.2.1
K4.2.1.01
K4.3
K4.3.1
K4.3.1.01
0.03
1.73
2.11
3.40
7.24
2.68
K4.3.2
K4.3.2.01
0.04
2.76
3.38
5.15
11.29
4.14
K4.3.3
K4.3.3.01
0.06
4.14
5.07
8.55
17.76
6.64
K4.3.4
K4.3.4.01
0.09
5.87
7.18
11.96
25.01
9.33
K4.3.5
K4.3.5.01
0.11
7.25
8.87
17.01
33.13
12.67
K4.3.6
K4.3.6.01
0.13
8.63
10.56
23.81
43.00
16.92
K4.3.7
K4.3.7.01
0.19
13.11
16.04
34.02
63.17
24.60
K4.3.8
K4.3.8.01
0.34
23.12
28.29
68.04
119.45
47.51
K4.4
K4.4.1
K4.4.1.01
0.03
1.86
2.32
3.40
7.58
2.78
K4.4.2
K4.4.2.01
0.04
3.04
3.72
5.15
11.91
4.29
K4.4.3
K4.4.3.01
0.07
4.55
5.57
8.55
18.67
6.87
K4.4.4
K4.4.4.01
0.09
6.49
7.90
11.96
26.35
9.64
K4.4.5
K4.4.5.01
0.12
8.01
9.75
17.01
34.77
13.06
K4.4.6
K4.4.6.01
0.14
9.52
11.61
23.81
44.94
17.39
K4.4.7
K4.4.7.01
0.21
14.42
17.65
34.02
66.09
25.31
K4.4.8
K4.4.8.01
0.37
25.40
31.12
68.04
124.56
48.77
K4.5
K4.5.1
K4.5.1.01
0.06
3.80
4.20
15.06
23.06
50.07
203
CESSM3_Full Book.indd 203
K4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K4.5
K4.5.2
K4.5.2.01
0.09
6.07
6.72
19.91
32.70
64.36
0.13
9.11
10.09
27.20
46.40
82.92
0.19
12.90
14.29
33.71
60.90
98.67
0.23
15.94
17.65
43.43
77.02
121.20
0.28
18.98
21.02
54.89
94.89
144.63
0.42
28.85
31.94
70.54
131.33
175.67
0.74
50.86
56.32
120.10
227.28
264.36
K4.5.3
K4.5.3.01
K4.5.4
K4.5.4.01
K4.5.5
K4.5.5.01
K4.5.6
K4.5.6.01
K4.5.7
K4.5.7.01
K4.5.8
K4.5.8.01
K4.6
K4.6.1
K4.6.1.01
0.03
2.07
4.59
3.40
10.06
3.40
K4.6.2
K4.6.2.01
0.05
3.31
7.34
5.15
15.80
5.30
K4.6.3
K4.6.3.01
0.07
4.97
11.00
8.55
24.52
8.37
K4.6.4
K4.6.4.01
0.10
7.04
15.59
11.96
34.59
11.77
K4.6.5
K4.6.5.01
0.13
8.70
19.26
17.01
44.97
15.70
K4.6.6
K4.6.6.01
0.15
10.35
22.93
23.81
57.09
20.52
K4.6.7
K4.6.7.01
0.23
15.73
34.85
34.02
84.60
30.07
K4.6.8
K4.6.8.01
0.40
27.74
61.44
68.04
157.22
57.17
204
23/08/2010 16:45:54
K4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K4.7
K4.7.1
K4.7.1.01
0.06
4.14
4.59
15.06
23.79
50.20
0.10
6.62
7.34
19.91
33.87
64.58
0.14
9.94
11.00
27.20
48.14
83.25
0.20
14.08
15.59
33.71
63.38
99.13
0.25
17.39
19.26
43.43
80.08
121.78
0.30
20.70
22.93
54.89
98.52
145.32
0.46
31.47
34.85
70.54
136.86
176.71
0.80
55.48
61.44
120.10
237.02
266.21
K4.7.2
K4.7.2.01
K4.7.3
K4.7.3.01
K4.7.4
K4.7.4.01
K4.7.5
K4.7.5.01
K4.7.6
K4.7.6.01
K4.7.7
K4.7.7.01
K4.7.8
K4.7.8.01
K4.8
K4.8.1
K4.8.1.01
0.03
2.07
4.59
3.40
10.06
3.40
0.05
3.31
7.34
5.15
15.80
5.30
0.07
4.97
11.00
8.55
24.52
8.37
0.10
7.04
15.59
11.96
34.59
11.77
K4.8.2
K4.8.2.01
K4.8.3
K4.8.3.01
K4.8.4
K4.8.4.01
205
CESSM3_Full Book.indd 205
K4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K4.8
K4.8.5
K4.8.5.01
0.13
8.70
19.26
17.01
44.97
15.70
0.15
10.35
22.93
23.81
57.09
20.52
0.23
15.73
34.85
34.02
84.60
30.07
0.40
27.74
61.44
68.04
157.22
57.17
K4.8.6
K4.8.6.01
K4.8.7
K4.8.7.01
K4.8.8
K4.8.8.01
K5
K5.1
K5.1.2
K5.1.2.01
0.08
5.52
3.38
7.84
16.74
2.13
K5.1.2.02
0.09
6.21
3.80
17.11
27.12
2.95
K5.1.3
K5.1.3.01
0.12
8.28
5.07
7.84
21.19
2.87
K5.1.3.02
0.14
9.66
5.91
17.11
32.68
3.88
K5.1.4
K5.1.4.01
0.18
12.42
7.60
7.84
27.86
4.00
K5.1.4.02
0.20
13.80
8.44
17.11
39.35
5.00
K5.1.5
K5.1.5.01
0.25
17.25
10.56
7.84
35.65
5.30
K5.1.5.02
0.28
19.32
11.82
17.11
48.25
6.49
K5.1.6
K5.1.6.01
0.33
22.77
13.93
7.84
44.54
6.80
K5.1.6.02
0.37
25.53
15.62
17.11
58.26
8.18
K5.1.7
K5.1.7.01
0.42
28.98
17.73
7.84
54.55
8.48
K5.1.7.02
0.47
32.43
19.84
17.11
69.38
10.04
206
23/08/2010 16:46:00
K5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K5.5
Sectional corrugated metal culverts, nominal internal diameter: not exceeding 0.5m
K5.5.1
K5.5.1.01
Not in trenches
Sections corrugated, galvanised and
bitumen coated steel culverts; 1.5mm
thickness; 3m length jointed with
coupling bands; Nominal internal
diameter 0.5m
0.08
3.37
1.27
4.64
0.47
0.21
8.84
6.68
80.95
96.47
180.87
0.25
10.53
7.95
80.95
99.43
181.33
0.30
12.63
9.54
80.95
103.12
181.92
0.36
15.16
11.45
80.95
107.56
182.61
0.44
18.53
13.99
80.95
113.47
183.54
0.54
22.74
17.17
80.95
120.86
184.71
161.89
168.85
357.55
K5.5.2
K5.5.2.01
K5.5.3
K5.5.3.01
K5.5.4
K5.5.4.01
K5.5.5
K5.5.5.01
K5.5.6
K5.5.6.01
K5.5.7
K5.5.7.01
K5.6
K5.6.1
K5.6.1.01
Not in trenches
Sections corrugated, galvanised and
bitumen coated steel culverts; 1.5mm
thickness; 3m length jointed with
coupling bands; Nominal internal
diameter 1.0m
0.12
5.05
207
CESSM3_Full Book.indd 207
1.91
K5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K5.6
K5.6.2
K5.6.2.01
0.25
10.53
7.95
161.89
180.37
359.76
0.32
13.48
10.18
161.89
185.55
360.58
0.41
17.27
13.04
161.89
192.20
361.62
0.51
21.48
16.22
133.30
171.00
345.95
0.62
26.11
19.72
161.89
207.72
364.06
0.74
31.16
23.53
161.89
216.58
365.46
K5.6.3
K5.6.3.01
K5.6.4
K5.6.4.01
K5.6.5
K5.6.5.01
K5.6.6
K5.6.6.01
K5.6.7
K5.6.7.01
K5.7
K5.7.1
K5.7.1.01
Not in trenches
Sections corrugated, galvanised and
bitumen coated steel culverts; 1.5mm
thickness; 3m length jointed with
coupling bands; Nominal internal
diameter 1.0m
0.20
8.42
3.18
300.28
311.88
536.45
0.49
20.63
15.58
300.28
336.49
540.98
K5.7.2
K5.7.2.01
208
23/08/2010 16:46:05
K5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K5.7
K5.7.3
K5.7.3.01
0.41
17.27
13.04
300.28
330.59
540.05
0.63
26.53
20.03
300.28
346.84
542.61
0.77
32.42
24.49
300.28
357.19
544.24
0.91
38.32
28.94
300.28
367.54
545.86
1.05
44.22
33.39
300.28
377.89
547.49
K5.7.4
K5.7.4.01
K5.7.5
K5.7.5.01
K5.7.6
K5.7.6.01
K5.7.7
K5.7.7.01
K5.8
K5.8.1
K5.8.1.01
Not in trenches
Sections corrugated, galvanised and
bitumen coated steel culverts; 1.5mm
thickness; 3m length jointed with
coupling bands; Nominal internal
diameter 2.0m
0.27
11.37
4.29
430.84
446.50
715.28
0.36
15.16
11.45
430.84
457.45
717.90
0.47
19.79
14.95
430.84
465.58
719.18
K5.8.2
K5.8.2.01
K5.8.3
K5.8.3.01
209
CESSM3_Full Book.indd 209
K5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K5.8
K5.8.4
K5.8.4.01
0.62
26.11
19.72
430.84
476.67
720.92
0.79
33.27
25.12
430.84
489.23
722.90
0.95
40.00
30.21
430.84
501.05
724.76
1.12
47.16
35.62
430.84
513.62
726.73
K5.8.5
K5.8.5.01
K5.8.6
K5.8.6.01
K5.8.7
K5.8.7.01
210
23/08/2010 16:46:09
K7
Reinstatement
Note(s):
Reinstatement of Roads and Footpaths - There are numerous specifications used in road
construction and the following items are provided as a guide only. Many highway authorities do
not permit contractors to carry out permanent reinstatement of trenches; they carry this out
themselves or use their own contractors and charge the cost to Permanent reinstatement. The
rates quoted should be used with care as they are for a median situation - continuous trench
work in urban areas will be cheaper because of the greater lengths involved; crossings of narrow
country roads will be dearer because of the mobilisation and set up costs for a short measured
length.
Reinstatement of land - Because of the very wide range of types of terrain likely to be
encountered in the construction of a pipline it is not possible to give examples of cost. In
addition, the cost will be dependant on the time of year and construction methods used. The
following, however, are the factors to be considered:
1) recovery of all surplus construction materials, consumables and rubbish
2) restoration of original ground levels and profiles (ridge and furrow fields can prove
particularly expensive)
3) cleaning, recovery of any bridging or flushing pipes, and the restoration of banks to field
ditches and other minor water courses
4) removal of any temporary fences and gates (if not measured elsewhere)
5) liaison with farmers and landowners
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K7.1
K7.1.1
K7.1.1.01
0.62
26.11
9.72
19.82
55.65
61.53
0.91
38.32
14.26
32.66
85.24
93.88
0.81
34.11
12.69
16.41
63.21
72.76
0.96
40.43
15.04
19.56
75.03
86.87
K7.1.1.02
K7.1.1.03
K7.1.1.04
211
CESSM3_Full Book.indd 211
K7
Reinstatement continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K7.1
K7.1.2
K7.1.2.01
0.71
29.90
11.13
25.95
66.98
80.76
0.83
34.95
13.01
32.08
80.04
100.38
1.03
43.37
16.14
45.34
104.85
129.54
1.24
52.22
19.43
56.60
128.25
163.55
0.94
39.58
14.73
22.98
77.29
99.39
1.14
48.01
17.86
29.54
95.41
126.91
K7.1.2.02
K7.1.2.03
K7.1.2.04
K7.1.2.05
K7.1.2.06
212
23/08/2010 16:46:11
K7
Reinstatement continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K7.1
K7.1.2
K7.1.2.07
1.12
47.16
17.55
27.70
92.41
120.12
1.36
57.27
21.31
35.85
114.43
154.39
0.95
40.00
14.89
38.99
93.88
123.12
1.45
61.06
22.72
68.51
152.29
198.95
1.33
56.01
20.84
37.75
114.60
160.54
1.60
67.38
25.07
44.84
137.29
191.78
K7.1.2.08
K7.1.3
K7.1.3.01
K7.1.3.02
K7.1.3.03
K7.1.3.04
213
CESSM3_Full Book.indd 213
K7
Reinstatement continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K7.2
K7.2.1
K7.2.1.01
0.52
21.90
8.15
10.07
40.12
24.85
0.52
21.90
21.90
0.61
25.69
9.56
13.95
49.20
33.00
K7.2.2.02
0.72
30.32
11.28
17.82
59.42
41.41
K7.2.2.03
m
m
0.61
0.72
25.69
30.32
9.56
11.28
35.25
41.60
7.80
9.21
0.84
35.37
13.16
22.47
71.00
51.35
0.84
35.37
13.16
48.53
10.75
0.02
0.04
0.26
0.49
0.96
1.78
1.22
2.27
0.50
0.93
1.25
52.64
52.64
K7.2.1.02
K7.2.2
K7.2.2.01
K7.2.2.04
K7.2.3
K7.2.3.01
K7.2.3.02
K7.6
K7.6.1
K7.6.1.01
K7.6.1.02
K8
K8.2
Marker posts
K8.2.1
K8.2.1.01
Fix only
Precast concrete marker post including
excavation and setting base in concrete
Nr
K8.5
K8.5.1
K8.5.1.01
Nr
2.50
73.88
2.99
76.87
17.57
K8.5.1.02
Nr
3.00
88.65
2.99
91.64
17.57
214
23/08/2010 16:46:14
K8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K8.5
K8.5.1
K8.5.1.03
Nr
1.00
29.55
2.99
32.54
17.57
Nr
1.20
35.46
2.99
38.45
17.57
K8.5.2
K8.5.2.01
Nr
4.00
118.20
3.58
121.78
21.09
K8.5.2.02
Nr
4.80
141.84
3.58
145.42
21.09
Nr
2.00
59.10
3.58
62.68
21.09
Nr
2.40
70.92
3.58
74.50
21.09
K8.5.3
K8.5.3.01
Nr
6.50
192.08
4.18
196.26
24.60
K8.5.3.02
Nr
9.50
280.73
5.97
286.70
35.15
Nr
7.80
230.49
4.18
234.67
24.60
Nr
11.40
336.87
5.97
342.84
35.15
Nr
2.75
81.26
4.18
85.44
24.60
Nr
3.50
103.43
5.97
109.40
35.15
Nr
3.30
97.52
4.18
101.70
24.60
Nr
4.20
124.11
5.97
130.08
35.15
K8.5.1.04
K8.5.2.03
K8.5.2.04
K8.5.3.03
K8.5.3.04
K8.5.3.05
K8.5.3.06
K8.5.3.07
K8.5.3.08
215
CESSM3_Full Book.indd 215
K8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
K8.6
K8.6.1
K8.6.1.01
Nr
1.00
29.55
25.73
55.28
5.81
Nr
1.50
44.33
1.19
45.52
7.03
Nr
1.50
44.33
90.40
134.73
12.01
K8.6.1.02
K8.6.2
K8.6.2.01
K8.6.2.02
2.10
62.06
158.23
220.29
25.04
K8.6.2.03
Nr
2.10
62.06
2.99
65.05
17.57
Nr
2.80
82.74
3.58
86.32
21.09
K8.6.3.02
Nr
3.50
103.43
4.78
108.21
28.12
K8.6.3.03
Nr
4.25
125.59
5.97
131.56
35.15
K8.6.3
K8.6.3.01
216
23/08/2010 16:46:17
CLASS L:
23/08/2010 16:46:17
23/08/2010 16:46:17
1
1
1
5
Rate
x
x
x
x
13.53
16.99
14.34
12.56
12.56
39.86
12.56
16.99
2
1
1
2
x
x
x
x
14.34
16.99
13.53
39.86
2
1
1
2
1
x
x
x
x
x
14.34
16.99
13.53
39.86
16.68
Total
=
=
=
=
13.53
16.99
14.34
62.80
107.66
25.12
25.12
79.73
79.73
=
=
25.12
8.49
33.61
=
=
=
=
28.68
16.99
13.53
79.73
138.93
=
=
=
=
=
28.68
16.99
13.53
79.73
16.68
155.61
=
=
=
=
=
=
33.98
2.74
2.36
7.15
5.56
15.10
66.89
=
=
10.81
1.54
12.35
=
=
2.76
17.68
20.44
Plant
P A1184ICE
1
1
1
90
70
1
x
x
x
x
x
x
33.98
2.74
2.36
0.079
0.079
15.10
1
2
x
x
10.81
0.77
219
CESSM3_Full Book.indd 219
2.8
35.36
1) Prices for imported materials in trenches do not allow for double handling by off highway
dumpers. Good access for road vehicles is assumed.
2) Price for items dealing with 'rock' are guide prices only and may vary considerably.
3) Granular material shrinkage and compaction; the conversion factor from tonne to cubic metres
for granular materials allows for shrinkage, compaction and high wastage to take account of
'ragged' trenches. The conversion for sand has been calculated as follows:
tonnes per cubic metres
1.70
0.17
1.87
2.15t per m3
4) Prices include for spreading surplus excavated material at sides of excavation. No allowance has
been made for disposal of excavated rock, concrete or the like from site.
L1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L1.1
In pipe trenches
L1.1.1
L1.1.1.01
Excavation of rock
Generally
m3
2.00
50.24
24.70
74.94
30.41
L1.1.2
L1.1.2.01
m3
2.75
69.08
33.96
103.04
41.82
L1.1.3
L1.1.3.01
m3
3.85
96.71
47.55
144.26
58.55
L1.1.4
L1.1.4.01
m3
1.25
31.40
15.44
46.84
19.01
L1.1.5
L1.1.5.01
0.05
5.38
3.35
83.62
92.35
287.32
L1.1.6
L1.1.6.01
Backfilling above the Final Surface with stated material other than concrete
Pea gravel
m3
0.05
5.38
3.35
38.45
47.18
9.32
L1.1.7
L1.1.7.01
Excavation of natural material below the Final Surface and backfilling with concrete
Grade 15, 20mm aggregate
m3
0.12
12.92
8.03
83.62
104.57
289.16
L1.1.8
L1.1.8.01
Excavation of natural material below the Final Surface and backfilling with stated material other than
concrete
Pea gravel
m3
0.12
12.92
8.03
38.45
59.40
11.16
L1.2
L1.2.1
L1.2.1.01
Excavation of rock
Generally
m3
2.00
50.24
24.70
74.94
30.41
L1.2.2
L1.2.2.01
m3
2.75
69.08
33.96
103.04
41.82
L1.2.3
L1.2.3.01
m3
3.85
96.71
47.55
144.26
58.55
L1.2.4
L1.2.4.01
m3
1.25
31.40
15.44
46.84
19.01
L1.2.5
L1.2.5.01
0.06
6.46
4.01
83.62
94.09
287.58
220
23/08/2010 16:46:21
L1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L1.2
L1.2.6
L1.2.6.01
Backfilling above the Final Surface with stated material other than concrete
Pea gravel
m3
0.06
6.46
4.01
38.45
48.92
9.58
L1.2.7
L1.2.7.01
Excavation of natural material below the Final Surface and backfilling with concrete
Grade 15, 20mm aggregate
m3
0.13
14.00
8.70
83.62
106.32
289.42
L1.2.8
L1.2.8.01
Excavation of natural material below the Final Surface and backfilling with stated material other than
concrete
Pea gravel
m3
0.13
14.00
8.70
38.45
61.15
11.42
L1.3
In headings
L1.3.1
L1.3.1.01
Excavation of rock
Generally
m3
6.00
478.38
74.10
552.48
91.24
L1.3.5
L1.3.5.01
2.00
159.46
24.70
83.62
267.78
316.41
L1.3.6
L1.3.6.01
Backfilling above the Final Surface with stated material other than concrete
Pea gravel
m3
2.00
159.46
24.70
38.45
222.61
38.41
L1.3.7
L1.3.7.01
Excavation of natural material below the Final Surface and backfilling with concrete
Grade 15, 20mm aggregate
m3
4.00
318.92
49.40
83.62
451.94
346.83
L1.3.8
L1.3.8.01
Excavation of natural material below the Final Surface and backfilling with stated material other than
concrete
Pea gravel
m3
4.00
318.92
49.40
38.45
406.77
68.83
L1.5
In pipe jacking
L1.5.1
L1.5.1.01
Excavation of rock
Generally
m3
6.00
478.38
74.10
552.48
91.24
L1.5.5
L1.5.5.01
2.00
159.46
24.70
83.62
267.78
316.41
L1.5.6
L1.5.6.01
Backfilling above the Final Surface with stated material other than concrete
Pea gravel
m3
2.00
159.46
24.70
38.45
222.61
38.41
L1.5.7
L1.5.7.01
Excavation of natural material below the Final Surface and backfilling with concrete
Grade 15, 20mm aggregate
m3
4.00
318.92
49.40
83.62
451.94
346.83
L1.5.8
Excavation of natural material below the Final Surface and backfilling with stated material other than
concrete
Pea gravel
m3
4.00
318.92
49.40
38.45
406.77
68.83
L1.5.8.01
221
CESSM3_Full Book.indd 221
L2
Note(s):
The following prices for guide purposes only and assume a typical bore length of 25 metres.
Rates do not include allowances for:
1) Removal of top soil; locating services; cutting, welding and wrapping pipe; backfilling or reinstatement of pits;
specialised water pumping, grouting or supports; or fencing around pits;
2) Mobilisation and demobilisation;
3) Working and reception pits;
4) Aborted bores due to excessively bad ground conditions will be charged at S/E cost, pit
cost, intersite move cost, sleeve cost, and 2/3 of length to be bored;
5) Daywork or standing time charged at 125 per hour;
6) Trench sheets and supports left in place for more than two weeks will be charged at cost plus 15%;
7) Main contractor to allow for maintaining pits, withdrawing support and holding upon completion;
8) As ground conditions are a major contributor to prices it is recommended that advice on prices is
sought from a specialist sub-contractor.
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L2.2
Thrust boring
L2.2.2
L2.2.2.01
0.16
24.90
152.37
70.99
248.26
139.30
L2.2.2.02
0.16
24.90
152.37
102.76
280.03
171.70
L2.2.3
L2.2.3.01
0.16
24.90
152.37
170.63
347.90
204.20
L2.2.3.02
L2.2.3.03
m
m
0.16
0.16
24.90
24.90
152.37
152.37
329.43
360.34
506.70
537.61
236.66
395.50
L2.2.4
L2.2.4.01
0.16
24.90
152.37
576.76
754.03
573.86
L2.2.4.02
0.16
24.90
152.37
709.86
887.13
679.16
L2.3
Pipe jacking
L2.3.4
L2.3.4.01
2.11
293.54
463.31
205.00
961.85
271.20
m
m
2.11
2.11
293.54
293.54
463.31
463.31
270.00
335.00
1,026.85
1,091.85
334.62
398.04
L2.3.5
L2.3.5.01
L2.3.5.02
222
23/08/2010 16:46:29
L2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
m
2.11
2.11
293.54
293.54
463.31
463.31
400.00
465.00
1,156.85
1,221.85
475.44
552.84
m
m
2.11
2.11
293.54
293.54
463.31
463.31
530.00
595.00
1,286.85
1,351.85
563.01
609.88
2.11
293.54
463.31
650.00
1,406.85
707.64
0.06
2.02
1.23
2.61
5.86
1.10
0.07
2.35
1.43
2.81
6.59
1.22
0.09
3.02
1.84
3.82
8.68
1.62
0.10
3.36
2.04
4.22
9.62
1.79
0.08
2.69
1.64
3.22
7.55
1.39
0.09
3.02
1.84
3.42
8.28
1.52
0.12
4.03
2.45
4.62
11.10
2.04
0.13
4.37
2.66
5.23
12.26
2.26
0.10
3.36
2.04
4.52
9.92
1.87
0.11
3.70
2.25
4.02
9.97
1.82
0.13
4.37
2.66
4.82
11.85
2.16
0.15
5.04
3.07
5.63
13.74
2.51
0.16
5.38
3.27
6.23
14.88
2.74
0.20
6.72
4.09
7.04
17.85
3.23
0.14
4.71
2.86
5.03
12.60
2.29
Unit
L2.3
Pipe jacking
L2.3.6
L2.3.6.01
L2.3.6.02
L2.3.7
L2.3.7.01
L2.3.7.02
L2.3.8
L2.3.8.01
L3
Beds
L3.1
Sand
L3.1.1
L3.1.1.01
L3.1.1.02
L3.1.1.03
L3.1.1.04
L3.1.2
L3.1.2.01
L3.1.2.02
L3.1.2.03
L3.1.2.04
L3.1.3
L3.1.3.01
L3.1.3.02
L3.1.3.03
L3.1.3.04
L3.1.3.05
L3.1.3.06
L3.1.4
L3.1.4.01
223
CESSM3_Full Book.indd 223
Kg
L3
Beds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.15
5.04
3.07
5.43
13.54
2.46
0.15
5.04
3.07
5.63
13.74
2.51
0.17
5.71
3.47
6.03
15.21
2.76
0.21
7.06
4.29
7.64
18.99
3.46
0.23
7.73
4.70
8.04
20.47
3.71
0.24
8.07
4.91
8.44
21.42
3.88
0.25
8.40
5.11
9.05
22.56
4.11
0.20
6.72
4.09
8.44
19.25
3.58
0.30
10.08
6.13
12.66
28.87
5.38
0.23
7.73
4.70
9.65
22.08
4.11
0.34
11.43
6.95
14.67
33.05
6.17
0.26
8.74
5.31
11.06
25.11
4.68
0.39
13.11
7.97
16.48
37.56
6.99
0.09
3.02
1.84
4.86
0.67
0.10
3.36
2.04
5.40
0.74
0.13
4.37
2.66
7.03
0.96
0.15
5.04
3.07
8.11
1.11
0.12
4.03
2.45
6.48
0.89
0.13
4.37
2.66
7.03
0.96
0.16
5.38
3.27
8.65
1.19
0.19
6.39
3.88
10.27
1.41
0.15
5.04
3.07
8.11
1.11
0.16
5.38
3.27
8.65
1.19
Unit
L3.1
Sand
L3.1.4
L3.1.4.02
L3.1.4.03
L3.1.4.04
L3.1.4.05
L3.1.4.06
L3.1.4.07
L3.1.4.08
L3.1.5
L3.1.5.01
L3.1.5.02
L3.1.6
L3.1.6.01
L3.1.6.02
L3.1.7
L3.1.7.01
L3.1.7.02
L3.2
L3.2.1
L3.2.1.01
L3.2.1.02
L3.2.1.03
L3.2.1.04
L3.2.2
L3.2.2.01
L3.2.2.02
L3.2.2.03
L3.2.2.04
L3.2.3
L3.2.3.01
L3.2.3.02
Kg
224
23/08/2010 16:46:34
L3
Beds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.20
6.72
4.09
10.81
1.48
0.22
7.39
4.50
11.89
1.63
0.24
8.07
4.91
12.98
1.78
0.30
10.08
6.13
16.21
2.23
0.21
7.06
4.29
11.35
1.56
0.23
7.73
4.70
12.43
1.71
0.24
8.07
4.91
12.98
1.78
0.25
8.40
5.11
13.51
1.86
0.32
10.76
6.54
17.30
2.38
0.35
11.76
7.15
18.91
2.60
0.36
12.10
7.36
19.46
2.67
0.38
12.77
7.77
20.54
2.82
0.30
10.08
6.13
16.21
2.23
0.45
15.12
9.20
24.32
3.34
0.34
11.43
6.95
18.38
2.52
0.51
17.14
10.42
27.56
3.79
0.39
13.11
7.97
21.08
2.89
0.59
19.83
12.06
31.89
4.38
0.06
2.02
1.23
2.34
5.59
1.10
0.07
2.35
1.43
2.52
6.30
1.22
0.09
3.02
1.84
3.43
8.29
1.62
0.10
3.36
2.04
3.79
9.19
1.79
0.08
2.69
1.64
2.88
7.21
1.39
Unit
L3.2
L3.2.3
L3.2.3.03
L3.2.3.04
L3.2.3.05
L3.2.3.06
L3.2.4
L3.2.4.01
L3.2.4.02
L3.2.4.03
L3.2.4.04
L3.2.4.05
L3.2.4.06
L3.2.4.07
L3.2.4.08
L3.2.5
L3.2.5.01
L3.2.5.02
L3.2.6
L3.2.6.01
L3.2.6.02
L3.2.7
L3.2.7.01
L3.2.7.02
L3.3
L3.3.1
L3.3.1.01
L3.3.1.02
L3.3.1.03
L3.3.1.04
L3.3.2
L3.3.2.01
225
CESSM3_Full Book.indd 225
Kg
L3
Beds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.09
3.02
1.84
3.07
7.93
1.52
0.12
4.03
2.45
4.15
10.63
2.04
0.13
4.37
2.66
4.69
11.72
2.26
0.10
3.36
2.04
3.43
8.83
1.69
0.11
3.70
2.25
3.61
9.56
1.82
0.13
4.37
2.66
4.33
11.36
2.16
0.15
5.04
3.07
5.05
13.16
2.51
0.16
5.38
3.27
5.59
14.24
2.74
0.20
6.72
4.09
6.31
17.12
3.23
0.14
4.71
2.86
4.51
12.08
2.29
0.15
5.04
3.07
4.87
12.98
2.46
0.15
5.04
3.07
5.05
13.16
2.51
0.17
5.71
3.47
5.41
14.59
2.76
0.21
7.06
4.29
6.85
18.20
3.46
0.23
7.73
4.70
7.21
19.64
3.71
0.24
8.07
4.91
7.57
20.55
3.88
0.25
8.40
5.11
8.11
21.62
4.11
0.20
6.72
4.09
7.57
18.38
3.58
0.30
10.08
6.13
11.36
27.57
5.38
0.23
7.73
4.70
8.65
21.08
4.11
0.34
11.43
6.95
13.16
31.54
6.17
0.26
8.74
5.31
9.92
23.97
4.68
0.39
13.11
7.97
14.78
35.86
6.99
Unit
L3.3
L3.3.2
L3.3.2.02
L3.3.2.03
L3.3.2.04
L3.3.3
L3.3.3.01
L3.3.3.02
L3.3.3.03
L3.3.3.04
L3.3.3.05
L3.3.3.06
L3.3.4
L3.3.4.01
L3.3.4.02
L3.3.4.03
L3.3.4.04
L3.3.4.05
L3.3.4.06
L3.3.4.07
L3.3.4.08
L3.3.5
L3.3.5.01
L3.3.5.02
L3.3.6
L3.3.6.01
L3.3.6.02
L3.3.7
L3.3.7.01
L3.3.7.02
Kg
226
23/08/2010 16:46:39
L3
Beds continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L3.4
Mass Concrete
L3.4.1
L3.4.1.01
0.07
2.35
1.43
5.02
8.80
17.68
0.09
3.02
1.84
5.44
10.30
19.26
0.11
3.70
2.25
7.53
13.48
26.56
0.12
4.03
2.45
8.36
14.84
29.49
0.10
3.36
2.04
6.10
11.50
21.62
0.12
4.03
2.45
6.69
13.17
23.77
0.15
5.04
3.07
9.11
17.22
32.29
0.16
5.38
3.27
10.03
18.68
35.51
0.13
4.37
2.66
7.36
14.39
26.13
0.14
4.71
2.86
7.94
15.51
28.21
0.16
5.38
3.27
9.20
17.85
32.65
0.18
6.05
3.68
11.04
20.77
39.09
0.20
6.72
4.09
11.96
22.77
42.38
0.25
8.40
5.11
13.80
27.31
49.05
0.17
5.71
3.47
9.87
19.05
35.01
0.18
6.05
3.68
10.45
20.18
37.09
0.19
6.39
3.88
10.87
21.14
38.59
0.21
7.06
4.29
11.71
23.06
41.60
L3.4.1.02
L3.4.1.03
L3.4.1.04
L3.4.2
L3.4.2.01
L3.4.2.02
L3.4.2.03
L3.4.2.04
L3.4.3
L3.4.3.01
L3.4.3.02
L3.4.3.03
L3.4.3.04
L3.4.3.05
L3.4.3.06
L3.4.4
L3.4.4.01
L3.4.4.02
L3.4.4.03
L3.4.4.04
227
CESSM3_Full Book.indd 227
L3
Beds continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L3.4
Mass Concrete
L3.4.4
L3.4.4.05
0.26
8.74
5.31
14.80
28.85
52.55
0.29
9.75
5.93
15.72
31.40
55.92
0.30
10.08
6.13
16.31
32.52
58.00
0.32
10.76
6.54
17.56
34.86
62.44
0.25
8.40
5.11
16.31
29.82
57.63
0.37
12.44
7.56
24.50
44.50
86.54
0.29
9.75
5.93
18.81
34.49
66.50
0.42
14.12
8.58
28.26
50.96
99.79
0.33
11.09
6.75
21.32
39.16
75.38
0.50
16.81
10.22
32.03
59.06
113.25
L3.4.4.06
L3.4.4.07
L3.4.4.08
L3.4.5
L3.4.5.01
L3.4.5.02
L3.4.6
L3.4.6.01
L3.4.6.02
L3.4.7
L3.4.7.01
L3.4.7.02
L3.5
Reinforced concrete
L3.5.1
L3.5.1.01
0.10
3.36
2.04
6.84
12.24
23.85
0.12
4.03
2.45
7.41
13.89
25.93
0.14
4.71
2.86
9.48
17.05
32.73
0.15
5.04
3.07
10.48
18.59
36.16
0.14
4.71
2.86
8.32
15.89
29.16
0.16
5.38
3.27
9.12
17.77
32.00
L3.5.1.02
L3.5.1.03
L3.5.1.04
L3.5.2
L3.5.2.01
L3.5.2.02
228
23/08/2010 16:46:44
L3
Beds continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L3.5
Reinforced concrete
L3.5.2
L3.5.2.03
0.19
6.39
3.88
11.48
21.75
39.82
0.20
6.72
4.09
12.63
23.44
43.74
0.17
5.71
3.47
10.03
19.21
35.16
0.19
6.39
3.88
10.83
21.10
38.00
0.22
7.39
4.50
11.89
1.63
0.22
7.39
4.50
13.90
25.79
48.11
0.25
8.40
5.11
15.05
28.56
52.17
0.31
10.42
6.34
17.37
34.13
60.40
0.23
7.73
4.70
13.45
25.88
47.15
0.24
8.07
4.91
14.25
27.23
49.93
0.26
8.74
5.31
14.82
28.87
52.00
0.28
9.41
5.72
15.96
31.09
56.00
0.32
10.76
6.54
18.63
35.93
64.70
0.35
11.76
7.15
19.47
38.38
67.57
0.37
12.44
7.56
20.53
40.53
71.41
L3.5.2.04
L3.5.3
L3.5.3.01
L3.5.3.02
L3.5.3.03
L3.5.3.04
L3.5.3.05
L3.5.3.06
L3.5.4
L3.5.4.01
L3.5.4.02
L3.5.4.03
L3.5.4.04
L3.5.4.05
L3.5.4.06
L3.5.4.07
229
CESSM3_Full Book.indd 229
L3
Beds continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L3.5
Reinforced concrete
L3.5.4
L3.5.4.08
0.39
13.11
7.97
18.45
39.53
62.95
0.35
11.76
7.15
22.23
41.14
77.70
0.47
15.80
9.61
30.84
56.25
106.62
0.40
13.44
8.18
25.65
47.27
89.63
0.53
17.81
10.83
35.58
64.22
122.91
0.46
15.46
9.40
29.06
53.92
101.63
0.63
21.17
12.88
40.31
74.36
139.50
0.12
4.03
2.45
8.36
14.84
29.49
0.15
5.04
3.07
9.20
17.31
32.57
0.15
5.04
3.07
10.87
18.98
38.29
0.19
6.39
3.88
11.96
22.23
42.31
0.18
6.05
3.68
10.45
20.18
37.09
L3.5.5
L3.5.5.01
L3.5.5.02
L3.5.6
L3.5.6.01
L3.5.6.02
L3.5.7
L3.5.7.01
L3.5.7.02
L4
Haunches
L4.4
Mass Concrete
L4.4.1
L4.4.1.01
L4.4.1.02
L4.4.1.03
L4.4.1.04
L4.4.2
L4.4.2.01
230
23/08/2010 16:46:47
L4
Haunches continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.22
7.39
4.50
12.12
24.01
43.10
0.22
7.39
4.50
14.22
26.11
50.25
0.27
9.07
5.52
15.47
30.06
54.91
0.27
9.07
5.52
15.05
29.64
53.48
0.32
10.76
6.54
18.40
35.70
65.30
0.40
13.44
8.18
29.27
50.89
103.07
0.33
11.09
6.75
18.73
36.57
66.51
0.38
12.77
7.77
22.41
42.95
79.47
0.46
15.46
9.40
33.87
58.73
119.24
0.50
16.81
10.22
32.61
59.64
115.25
0.69
23.19
14.10
40.14
77.43
142.40
0.85
28.57
17.37
48.50
94.44
172.19
0.95
31.93
19.42
52.68
104.03
187.23
0.57
19.16
11.65
38.05
68.86
134.36
0.77
25.88
15.74
45.41
87.03
161.01
0.95
31.93
19.42
53.93
105.28
191.52
1.05
35.29
21.46
58.53
115.28
207.99
Unit
L4.4
Mass Concrete
L4.4.2
L4.4.2.02
L4.4.2.03
L4.4.2.04
L4.4.3
L4.4.3.01
L4.4.3.02
L4.4.3.03
L4.4.3.04
L4.4.3.05
L4.4.3.06
L4.4.4
L4.4.4.01
L4.4.4.02
L4.4.4.03
L4.4.4.04
L4.4.4.05
L4.4.4.06
L4.4.4.07
L4.4.4.08
231
CESSM3_Full Book.indd 231
Kg
L4
Haunches continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L4.4
Mass Concrete
L4.4.5
L4.4.5.01
1.15
38.65
23.51
75.26
137.42
265.94
L4.4.5.02
1.28
43.02
26.16
83.62
152.80
295.50
1.38
46.38
28.21
89.47
164.06
316.26
1.42
47.73
29.02
98.92
175.67
348.88
1.60
53.78
32.70
108.71
195.19
383.68
1.76
59.15
35.97
119.41
214.53
421.47
0.15
5.04
3.07
10.35
18.46
35.66
0.18
6.05
3.68
11.36
21.09
39.24
0.18
6.05
3.68
12.99
22.72
44.47
0.22
7.39
4.50
12.57
24.46
42.53
0.22
7.39
4.50
13.59
25.48
46.91
0.26
8.74
5.31
14.83
28.88
51.33
0.26
8.74
5.31
16.84
30.89
57.79
0.31
10.42
6.34
18.35
35.11
63.14
L4.4.6
L4.4.6.01
L4.4.6.02
L4.4.7
L4.4.7.01
L4.4.7.02
L4.5
Reinforced concrete
L4.5.1
L4.5.1.01
L4.5.1.02
L4.5.1.03
L4.5.1.04
L4.5.2
L4.5.2.01
L4.5.2.02
L4.5.2.03
L4.5.2.04
232
23/08/2010 16:46:51
L4
Haunches continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.31
10.42
6.34
18.12
34.88
62.51
0.37
12.44
7.56
21.81
41.81
75.09
0.46
15.46
9.40
33.63
58.49
114.42
0.37
12.44
7.56
21.98
41.98
75.54
0.43
14.45
8.79
26.03
49.27
89.26
0.52
17.48
10.63
38.46
66.57
130.60
0.56
18.82
11.45
37.35
67.62
127.40
0.75
25.21
15.33
45.44
85.98
155.24
0.92
30.92
18.80
54.36
104.08
185.60
1.02
34.28
20.85
59.02
114.15
201.63
0.63
21.17
12.88
42.54
76.59
144.79
0.83
27.90
16.97
50.98
95.85
173.85
1.02
34.28
20.85
60.08
115.21
204.93
1.12
37.64
22.89
65.17
125.70
222.39
Unit
L4.5
Reinforced concrete
L4.5.3
L4.5.3.01
L4.5.3.02
L4.5.3.03
L4.5.3.04
L4.5.3.05
L4.5.3.06
L4.5.4
L4.5.4.01
L4.5.4.02
L4.5.4.03
L4.5.4.04
L4.5.4.05
L4.5.4.06
L4.5.4.07
L4.5.4.08
233
CESSM3_Full Book.indd 233
Kg
L4
Haunches continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.25
42.01
25.55
84.18
151.74
286.01
1.38
46.38
28.21
92.97
167.56
315.58
1.49
50.08
30.46
99.90
180.44
339.39
1.53
51.42
31.27
109.83
192.52
372.00
1.73
58.15
35.36
107.38
200.89
365.74
1.89
63.52
38.63
132.15
234.30
447.72
0.15
5.04
3.07
7.34
15.45
2.94
0.18
6.05
3.68
9.07
18.80
3.59
0.19
6.39
3.88
9.93
20.20
3.88
0.23
7.73
4.70
11.88
24.31
4.66
0.20
6.72
4.09
11.62
22.43
4.37
0.23
7.73
4.70
14.07
26.50
5.21
0.25
8.40
5.11
14.75
28.26
5.53
Unit
L4.5
Reinforced concrete
L4.5.5
L4.5.5.01
L4.5.5.02
L4.5.6
L4.5.6.01
L4.5.6.02
L4.5.7
L4.5.7.01
L4.5.7.02
L5
Surrounds
L5.1
Sand
L5.1.1
L5.1.1.01
L5.1.1.02
L5.1.1.03
L5.1.1.04
L5.1.2
L5.1.2.01
L5.1.2.02
L5.1.2.03
Kg
234
23/08/2010 16:46:56
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.28
9.41
5.72
17.53
32.66
6.44
0.25
8.40
5.11
16.96
30.47
6.08
0.27
9.07
5.52
19.82
34.41
6.93
0.33
11.09
6.75
24.12
41.96
8.45
0.31
10.42
6.34
20.74
37.50
7.46
0.33
11.09
6.75
23.92
41.76
8.40
0.38
12.77
7.77
30.69
51.23
10.46
0.35
11.76
7.15
29.00
47.91
9.81
0.38
12.77
7.77
32.22
52.76
10.84
0.40
13.44
8.18
34.57
56.19
11.57
0.43
14.45
8.79
38.79
62.03
12.84
0.40
13.44
8.18
34.09
55.71
11.45
0.43
14.45
8.79
37.63
60.87
12.55
0.46
15.46
9.40
40.20
65.06
13.41
0.49
16.47
10.02
44.82
71.31
14.79
0.50
16.81
10.22
69.14
96.17
20.91
0.56
18.82
11.45
77.57
107.84
23.45
Unit
L5.1
Sand
L5.1.2
L5.1.2.04
L5.1.3
L5.1.3.01
L5.1.3.02
L5.1.3.03
L5.1.3.04
L5.1.3.05
L5.1.3.06
L5.1.4
L5.1.4.01
L5.1.4.02
L5.1.4.03
L5.1.4.04
L5.1.4.05
L5.1.4.06
L5.1.4.07
L5.1.4.08
L5.1.5
L5.1.5.01
L5.1.5.02
235
CESSM3_Full Book.indd 235
Kg
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.58
19.49
11.86
89.45
120.80
26.56
0.63
21.17
12.88
108.22
142.27
31.60
0.65
21.85
13.29
110.55
145.69
32.32
0.72
24.20
14.72
121.56
160.48
35.58
0.22
7.39
4.50
11.89
1.63
0.27
9.07
5.52
14.59
2.00
0.29
9.75
5.93
15.68
2.15
0.35
11.76
7.15
18.91
2.60
0.30
10.08
6.13
16.21
2.23
0.35
11.76
7.15
18.91
2.60
0.38
12.77
7.77
20.54
2.82
0.42
14.12
8.58
22.70
3.12
0.38
12.77
7.77
20.54
2.82
0.40
13.44
8.18
21.62
2.97
0.50
16.81
10.22
27.03
3.71
0.47
15.80
9.61
25.41
3.49
Unit
L5.1
Sand
L5.1.6
L5.1.6.01
L5.1.6.02
L5.1.7
L5.1.7.01
L5.1.7.02
L5.2
L5.2.1
L5.2.1.01
L5.2.1.02
L5.2.1.03
L5.2.1.04
L5.2.2
L5.2.2.01
L5.2.2.02
L5.2.2.03
L5.2.2.04
L5.2.3
L5.2.3.01
L5.2.3.02
L5.2.3.03
L5.2.3.04
Kg
236
23/08/2010 16:47:00
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.50
16.81
10.22
27.03
3.71
0.57
19.16
11.65
30.81
4.23
0.53
17.81
10.83
28.64
3.93
0.57
19.16
11.65
30.81
4.23
0.60
20.17
12.26
32.43
4.45
0.65
21.85
13.29
35.14
4.82
0.60
20.17
12.26
32.43
4.45
0.65
21.85
13.29
35.14
4.82
0.69
23.19
14.10
37.29
5.12
0.74
24.87
15.13
40.00
5.49
0.75
25.21
15.33
40.54
5.57
0.84
28.23
17.17
45.40
6.24
0.87
29.24
17.78
47.02
6.46
0.95
31.93
19.42
51.35
7.05
0.98
32.94
20.03
52.97
7.27
1.08
36.30
22.08
58.38
8.02
Unit
L5.2
L5.2.3
L5.2.3.05
L5.2.3.06
L5.2.4
L5.2.4.01
L5.2.4.02
L5.2.4.03
L5.2.4.04
L5.2.4.05
L5.2.4.06
L5.2.4.07
L5.2.4.08
L5.2.5
L5.2.5.01
L5.2.5.02
L5.2.6
L5.2.6.01
L5.2.6.02
L5.2.7
L5.2.7.01
L5.2.7.02
237
CESSM3_Full Book.indd 237
Kg
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.15
5.04
3.07
6.58
14.69
2.94
0.18
6.05
3.68
8.13
17.86
3.59
0.19
6.39
3.88
8.91
19.18
3.88
0.23
7.73
4.70
11.09
23.52
4.78
0.20
6.72
4.09
10.42
21.23
4.37
0.23
7.73
4.70
12.62
25.05
5.21
0.25
8.40
5.11
13.23
26.74
5.53
0.28
9.41
5.72
15.72
30.85
6.44
0.25
8.40
5.11
15.22
28.73
6.08
0.27
9.07
5.52
17.78
32.37
6.93
0.33
11.09
6.75
23.26
41.10
8.90
0.31
10.42
6.34
18.61
35.37
7.46
0.33
11.09
6.75
21.46
39.30
8.40
0.38
12.77
7.77
27.53
48.07
10.46
0.35
11.76
7.15
26.02
44.93
9.81
0.38
12.77
7.77
28.90
49.44
10.84
0.40
13.44
8.18
31.01
52.63
11.57
0.43
14.45
8.79
41.47
64.71
14.69
Unit
L5.3
L5.3.1
L5.3.1.01
L5.3.1.02
L5.3.1.03
L5.3.1.04
L5.3.2
L5.3.2.01
L5.3.2.02
L5.3.2.03
L5.3.2.04
L5.3.2.05
L5.3.3
L5.3.3.01
L5.3.3.02
L5.3.3.03
L5.3.3.04
L5.3.3.05
L5.3.4
L5.3.4.01
L5.3.4.02
L5.3.4.03
L5.3.4.04
Kg
238
23/08/2010 16:47:05
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.40
13.44
8.18
30.58
52.20
11.45
0.43
14.45
8.79
33.75
56.99
12.55
0.46
15.46
9.40
36.06
60.92
13.41
0.49
16.47
10.02
40.21
66.70
14.79
0.50
16.81
10.22
62.02
89.05
20.91
0.56
18.82
11.45
69.58
99.85
23.45
0.58
19.49
11.86
88.35
119.70
28.81
0.63
21.17
12.88
97.07
131.12
31.60
0.65
21.85
13.29
99.17
134.31
32.32
0.72
24.20
14.72
109.05
147.97
35.58
Unit
L5.3
L5.3.4
L5.3.4.05
L5.3.4.06
L5.3.4.07
L5.3.4.08
L5.3.5
L5.3.5.01
L5.3.5.02
L5.3.6
L5.3.6.01
L5.3.6.02
L5.3.7
L5.3.7.01
L5.3.7.02
Kg
L5.4
Mass Concrete
L5.4.1
L5.4.1.01
0.12
4.03
2.45
14.22
20.70
49.51
0.15
5.04
3.07
17.56
25.67
61.17
0.15
5.04
3.07
19.23
27.34
66.89
0.19
6.39
3.88
23.00
33.27
80.06
L5.4.1.02
L5.4.1.03
L5.4.1.04
239
CESSM3_Full Book.indd 239
L5
Surrounds continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L5.4
Mass Concrete
L5.4.2
L5.4.2.01
0.18
6.05
3.68
22.49
32.22
78.27
0.22
7.39
4.50
27.26
39.15
94.87
0.22
7.39
4.50
28.51
40.40
99.16
0.27
9.07
5.52
33.95
48.54
118.12
0.27
9.07
5.52
32.86
47.45
114.40
0.32
10.76
6.54
38.38
55.68
133.65
0.40
13.44
8.18
50.17
71.79
174.57
0.33
11.09
6.75
40.14
57.98
139.73
0.38
12.77
7.77
46.24
66.78
160.98
0.46
15.46
9.40
59.37
84.23
206.47
0.50
16.81
10.22
56.03
83.06
195.33
0.69
23.19
14.10
62.72
100.01
219.62
0.85
28.57
17.37
66.90
112.84
235.11
0.95
31.93
19.42
91.98
143.33
321.65
L5.4.2.02
L5.4.2.03
L5.4.2.04
L5.4.3
L5.4.3.01
L5.4.3.02
L5.4.3.03
L5.4.3.04
L5.4.3.05
L5.4.3.06
L5.4.4
L5.4.4.01
L5.4.4.02
L5.4.4.03
L5.4.4.04
240
23/08/2010 16:47:09
L5
Surrounds continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
L5.4
Mass Concrete
L5.4.4
L5.4.4.05
0.57
19.16
11.65
65.98
96.79
229.89
0.77
25.88
15.74
72.83
114.45
254.82
0.95
31.93
19.42
77.77
129.12
273.03
1.05
35.29
21.46
86.71
143.46
304.38
1.15
38.65
23.51
133.79
195.95
466.14
1.28
43.02
26.16
150.10
219.28
522.87
1.38
46.38
28.21
190.65
265.24
662.32
1.42
47.73
29.02
209.38
286.13
726.68
1.60
53.78
32.70
214.07
300.55
744.04
1.76
59.15
35.97
235.22
330.34
817.58
0.15
5.04
3.07
16.51
24.62
55.68
0.18
6.05
3.68
20.15
29.88
67.84
L5.4.4.06
L5.4.4.07
L5.4.4.08
L5.4.5
L5.4.5.01
L5.4.5.02
L5.4.6
L5.4.6.01
L5.4.6.02
L5.4.7
L5.4.7.01
L5.4.7.02
L5.5
Reinforced concrete
L5.5.1
L5.5.1.01
L5.5.1.02
241
CESSM3_Full Book.indd 241
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.18
6.05
3.68
21.78
31.51
73.07
0.22
7.39
4.50
25.86
37.75
86.73
0.22
7.39
4.50
25.55
37.44
85.81
0.26
8.74
5.31
30.74
44.79
103.10
0.26
8.74
5.31
31.87
45.92
106.69
0.31
10.42
6.34
37.77
54.53
126.35
0.31
10.42
6.34
36.83
53.59
123.42
0.37
12.44
7.56
42.82
62.82
143.44
0.46
15.46
9.40
55.60
80.46
185.92
0.37
12.44
7.56
44.48
64.48
148.75
0.43
14.45
8.79
51.08
74.32
170.77
Unit
L5.5
Reinforced concrete
L5.5.1
L5.5.1.03
L5.5.1.04
L5.5.2
L5.5.2.01
L5.5.2.02
L5.5.2.03
L5.5.2.04
L5.5.3
L5.5.3.01
L5.5.3.02
L5.5.3.03
L5.5.3.04
L5.5.3.05
Kg
242
23/08/2010 16:47:13
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.52
17.48
10.63
65.27
93.38
217.83
0.56
18.82
11.45
62.35
92.62
208.71
0.77
25.88
15.74
69.17
110.79
232.61
0.92
30.92
18.80
73.70
123.42
248.52
1.02
34.28
20.85
82.75
137.88
278.85
0.63
21.17
12.88
72.42
106.47
242.03
0.83
27.90
16.97
79.81
124.68
267.66
1.02
34.28
20.85
85.12
140.25
286.44
1.12
37.64
22.89
94.79
155.32
318.78
1.25
42.01
25.55
145.70
213.26
486.21
1.38
46.38
28.21
162.83
237.42
542.95
Unit
L5.5
Reinforced concrete
L5.5.3
L5.5.3.06
L5.5.4
L5.5.4.01
L5.5.4.02
L5.5.4.03
L5.5.4.04
L5.5.4.05
L5.5.4.06
L5.5.4.07
L5.5.4.08
L5.5.5
L5.5.5.01
L5.5.5.02
243
CESSM3_Full Book.indd 243
Kg
L5
Surrounds continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.49
50.08
30.46
206.24
286.78
685.45
1.53
51.42
31.27
201.41
284.10
670.02
1.73
58.15
35.36
231.63
325.14
770.29
1.89
63.52
38.63
253.86
356.01
843.83
0.25
8.40
5.11
8.79
22.30
30.46
5.11
9.67
23.18
30.46
Unit
L5.5
Reinforced concrete
L5.5.6
L5.5.6.01
L5.5.6.02
L5.5.7
L5.5.7.01
L5.5.7.02
Kg
L7
L7.1
L7.1.1
L7.1.1.01
L7.1.2
L7.1.2.01
L7.2
L7.2.1
L7.2.1.01
13.44
8.18
17.58
39.20
60.17
L7.2.2
L7.2.2.01
8.18
19.34
40.96
60.17
L7.3
L7.3.1
L7.3.1.01
23.53
14.31
43.94
81.78
148.20
L7.3.2
L7.3.2.01
14.31
48.34
86.18
148.20
L7.4
L7.4.1
L7.4.1.01
33.61
20.44
87.88
141.93
293.42
L7.4.2
L7.4.2.01
20.44
96.68
150.73
293.42
Nr
Nr
Nr
Nr
0.40
0.70
1.00
244
23/08/2010 16:47:19
L7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
2.00
Kg
L7.5
Volume: 1 2m3
L7.5.1
L7.5.1.01
67.22
40.88
175.76
283.86
586.85
L7.5.2
L7.5.2.01
40.88
193.36
301.46
586.85
L7.6
Volume: 2 4m3
L7.6.1
L7.6.1.01
117.63
71.54
351.52
540.69
1,169.98
L7.6.2
L7.6.2.01
71.54
386.72
575.89
1,169.98
L7.8
L7.8.1
L7.8.1.01
L7.8.1.02
201.66
504.15
122.64
306.60
703.04
2,197.00
1,027.34
3,007.75
2,332.54
7,261.35
L7.8.2
L7.8.2.01
L7.8.2.02
122.64
306.60
773.44
2,417.00
1,097.74
3,227.75
2,332.54
7,261.35
Nr
Nr
Nr
Nr
3.50
6.00
15.00
245
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23/08/2010 16:47:22
CLASS M:
STRUCTURAL METALWORK
23/08/2010 16:47:22
23/08/2010 16:47:22
Rate
x
16.68
1
2
x
x
16.99
12.56
1
2
x
x
14.34
16.68
1
2
x
x
14.34
16.68
Total
=
16.68
16.68
=
=
16.99
25.12
42.11
=
=
14.34
33.37
47.71
=
=
14.34
33.37
47.71
3.35
3.35
=
=
=
=
4.18
3.52
26.80
56.27
90.77
Plant
P M0004ICE
3.35
1
1
1
1
249
CESSM3_Full Book.indd 249
x
x
x
x
4.18
3.52
26.80
56.27
M3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Tonne
6.00
286.26
560.09
575.37
1,421.72
2,106.56
Tonne
6.00
286.26
560.09
575.37
1,421.72
2,106.56
Tonne
Tonne
Tonne
8.00
7.00
6.00
381.68
333.97
286.26
741.65
650.87
560.09
575.37
575.37
575.37
1,698.70
1,560.21
1,421.72
2,216.22
2,161.39
2,106.56
Tonne
9.00
429.39
832.43
575.37
1,837.19
2,271.05
Tonne
10.00
477.10
923.21
575.37
1,975.68
2,325.89
Tonne
9.00
429.39
832.43
575.37
1,837.19
2,271.05
Tonne
9.00
429.39
832.43
575.37
1,837.19
2,271.05
Tonne
10.00
477.10
923.21
575.37
1,975.68
2,325.89
12.00
572.52
1,104.77
575.37
2,252.66
2,435.55
6.00
286.26
560.09
575.37
1,421.72
2,106.56
Unit
M3.1
Columns
M3.1.1
M3.1.1.01
Straight on plan
Universal Column section; 254 UC to
305 UC
M3.2
Beams
M3.2.1
M3.2.1.01
Straight on plan
Universal Beam section; 356 UB to
533 UB; not exceeding 7m long
M3.3
Portal Frames
M3.3.1
M3.3.1.01
M3.3.1.02
M3.3.1.03
Straight on plan
Span: 15m; 203 UB to 254 UB
Span: 20m; 406 UB to 457 UB
Span: 30m; 533 UB to 610 UB
M3.4
M3.4.1
M3.4.1.01
Straight on plan
bolted angle construction, piece small
M3.5
M3.5.1
M3.5.1.01
M3.5.1.02
M3.5.1.03
M3.6
M3.6.1
M3.6.1.01
Straight on plan
Generally
M3.8
M3.8.1
M3.8.1.01
M4
M4.1
Columns
M4.1.1
M4.1.1.01
Straight on plan
Universal Column section; 254 UC to
305 UC
Tonne
Kg
250
23/08/2010 16:47:25
M4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Tonne
6.00
286.26
560.09
575.37
1,421.72
2,106.56
Tonne
7.00
333.97
650.87
575.37
1,560.21
2,161.39
Tonne
9.00
429.39
832.43
575.37
1,837.19
2,271.05
Tonne
9.00
429.39
832.43
575.37
1,837.19
2,271.05
Tonne
10.00
477.10
923.21
575.37
1,975.68
2,325.89
12.00
572.52
1,104.77
575.37
2,252.66
2,435.55
Tonne
2.00
95.42
181.56
276.98
109.67
Tonne
2.00
95.42
181.56
276.98
109.67
Nr
0.01
0.24
0.45
3.00
3.69
1.09
Nr
0.01
0.33
0.64
3.35
4.32
1.26
Unit
M4.2
Beams
M4.2.1
M4.2.1.01
Straight on plan
Universal Beam section; 356 UB to
533 UB; not exceeding 7m long
M4.3
Portal frames
M4.3.1
M4.3.1.01
Straight on plan
Universal Beam section; minimum
section 457 UB
M4.4
M4.4.1
M4.4.1.01
Straight on plan
bolted angle construction, piece small
M4.5
M4.5.1
M4.5.1.01
Straight on plan
not exceeding 20m long
M4.6
M4.6.1
M4.6.1.01
Straight on plan
Generally
M4.8
M4.8.1
M4.8.1.01
M6
M6.2
Permanent erection
M6.2.1
M6.2.1.01
Steel members
Generally
M7
M7.2
Permanent erection
M7.2.1
M7.2.1.01
Steel members
Generally
M7.3
M7.3.1
M7.3.1.01
Diameter: 20 - 24mm
Generally; 24mm diameter
M7.4
M7.4.1
M7.4.1.01
Diameter: 20 - 24mm
Generally; 24mm diameter
251
CESSM3_Full Book.indd 251
Kg
M7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.01
0.38
0.73
3.35
4.46
1.31
0.62
1.18
4.21
6.01
1.56
M7.5
M7.5.1
M7.5.1.01
Diameter: 20 - 24mm
Generally; 24mm diameter
M7.6
M7.6.1
M7.6.1.01
Diameter: 20 - 24mm
Generally; 24mm diameter
M7.7
M7.7.1
M7.7.1.01
Diameter: 20 - 24mm
Generally; 24mm diameter
M8
M8.1
Blast cleaning
M8.1.1
M8.1.1.01
SA 2.5
Generally
M8.6
Galvanising
M8.6.1
M8.6.1.01
M8.7
Painting
M8.7.1
M8.7.1.01
Nr
Nr
0.01
Kg
Nr
0.01
0.62
1.18
4.21
6.01
1.56
m2
0.05
2.11
0.17
2.04
4.32
0.71
m2
26.62
52.50
m2
0.17
2.79
0.48
1.66
4.93
0.60
252
23/08/2010 16:47:30
CLASS N:
MISCELLANEOUS METALWORK
23/08/2010 16:47:30
23/08/2010 16:47:30
1
2
Rate
x
x
14.34
16.68
2
2
4
2
x
x
x
x
16.99
13.53
12.56
14.75
Total
=
=
14.34
33.37
47.71
=
=
=
=
33.97
27.06
50.24
29.50
140.77
=
=
=
=
4.18
3.52
26.80
56.27
90.77
=
=
=
=
=
=
=
41.94
23.44
4.86
0.35
21.08
1.56
1.56
94.79
Plant
P M0006ICE
1
1
1
1
x
x
x
x
4.18
3.52
26.80
56.27
1
1
1
1
1
1
1
255
CESSM3_Full Book.indd 255
x
x
x
x
x
x
x
41.94
23.44
4.86
0.35
21.08
1.56
1.56
The following prices are guide prices for approximate estimating. All materials are mild steel
unless stated otherwise.
N1
Miscellaneous Metalwork
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Tonne
12.00
572.52
1,104.77
1,341.01
3,018.30
3,580.92
Tonne
12.00
572.52
1,104.77
1,341.01
3,018.30
3,580.92
196.97
56.27
348.66
245.50
87.98
59.25
67.90
215.13
153.85
87.98
59.25
67.90
215.13
153.85
93.89
63.23
137.90
295.02
160.25
Unit
N1.1
N1.1.1
N1.1.1.01
N1.2
N1.2.1
N1.2.1.01
N1.3
Ladders
N1.3.1
N1.3.1.01
N1.5
Bridge parapets
N1.5.1
N1.5.1.01
N1.5.1.02
N1.5.1.03
Kg
N1.6
Miscellaneous Framing
N1.6.1
N1.6.1.01
Angle section
76 x 64mm x 9.68kg/m; galvanised
steel walkway supports
102 x 65mm x 13.4kg/m; galvanised
steel toe plate
0.08
3.96
22.95
13.39
40.30
41.23
0.17
7.97
30.57
17.46
56.00
54.65
N1.6.2.02
Channel section
Galvanised walkway supports; Fixing
3m above ground level; 102 x 51mm
x 10.42kg/m
as above; 152 x 76mm x 17.88kg/m
m
m
0.08
0.17
3.96
7.97
22.95
30.57
13.43
24.13
40.34
62.67
41.30
69.18
N1.6.2.03
0.25
11.93
38.11
36.20
86.24
99.96
N1.6.2.04
0.33
15.89
45.64
40.22
101.75
113.26
N1.6.2.05
0.33
15.89
45.64
37.56
99.09
107.48
N1.6.2.06
N1.6.2.07
m
m
0.17
0.33
7.97
15.89
30.57
45.64
13.43
24.13
51.97
85.66
45.91
78.28
N1.6.2.08
0.50
23.86
60.80
36.20
120.86
113.67
N1.6.2.09
0.67
31.82
75.96
40.22
148.00
131.57
N1.6.1.02
N1.6.2
N1.6.2.01
256
23/08/2010 16:47:34
N1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
N1.6
Miscellaneous Framing
N1.6.2
N1.6.2.10
Channel section
as above; 254 x 76mm x 28.29kg/m
0.67
31.82
75.96
37.56
145.34
125.79
N1.6.2.11
1.00
47.71
106.19
56.31
210.21
184.81
257
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23/08/2010 16:47:35
CLASS O:
TIMBER
23/08/2010 16:47:35
23/08/2010 16:47:35
Class O - Timber
1
1
1
Rate
x
x
x
14.34
14.34
12.56
Total
=
=
=
14.34
14.34
12.56
41.24
=
=
=
=
=
4.86
2.09
0.48
0.48
22.68
30.59
Plant
P A1240ICE
1
2
1
1
0.5
261
CESSM3_Full Book.indd 261
x
x
x
x
x
4.86
1.04
0.48
0.48
45.36
Class O - Timber
Class O - Timber
Note(s):
1) The hardness and toughness of species of timber varies considerably. The labour rates shown
are based on working an average timber of grade 4 such as Douglas Fir. As the grades go as high
as grade 9 for Greenheart it follows that more time is required to work the high grades. For
example, boring Greenheart would take three times as long as boring pine.
2) The very hard woods are difficult to shape truly, this makes it difficult to marry up bolt holes so
it is recommeneded that structural members are constructed as modules with a minimum of inplace boring.
3) Most timber is imported into this country; thus the price is largely influenced by the currency
rates of exchange, so it is essential to get up to date quotations for timber particularly the
hardwoods, much of which comes from the Amercias and Canada.
O1
Hardwood Components
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
O1.1
O1.1.1
O1.1.1.01
0.33
13.61
10.09
8.32
32.02
5.95
O1.1.2
O1.1.2.01
Length: 1.5 - 3m
Sawn finish; Greenheart; 100 x 75mm
0.33
13.61
10.09
5.82
29.52
5.20
O1.1.3
O1.1.3.01
Length: 3 - 5m
Sawn finish; Greenheart; 100 x 75mm
0.29
11.96
8.87
5.82
26.65
4.78
O1.2
O1.2.2
O1.2.2.01
Length: 1.5 - 3m
Sawn finish; Greenheart; 150 x 75mm;
runners in marine work
Sawn finish; Greenheart; 75 x 225mm;
runners in marine work
0.37
15.26
11.32
8.32
34.90
6.37
0.45
18.56
13.77
14.14
46.47
8.94
0.33
13.61
10.09
8.32
32.02
5.95
0.41
16.91
12.54
14.14
43.59
8.52
O1.2.2.02
O1.2.3
O1.2.3.01
O1.2.3.02
Length: 3 - 5m
Sawn finish; Greenheart; 150 x 75mm;
runners in marine work
Sawn finish; Greenheart; 75 x 225mm;
runners in marine work
O1.3
O1.3.2
O1.3.2.01
Length: 1.5 - 3m
Sawn finish; Greenheart; 200 x
200mm; braces in marine work
1.48
61.04
45.27
33.28
139.59
25.47
Length: 3 - 5m
Sawn finish; Greenheart; 200 x
200mm; braces in marine work
1.36
56.09
41.60
33.28
130.97
24.20
1.49
61.45
45.58
37.44
144.47
26.81
1.13
46.60
34.57
49.92
131.09
26.74
1.41
58.15
43.13
74.87
176.15
37.11
O1.3.3
O1.3.3.01
O1.4
O1.4.2
O1.4.2.01
Length: 1.5 - 3m
Sawn finish; Greenheart; 300 x
150mm; braces between piles in
marine work
Sawn finish; Greenheart; 200 x
300mm; fenders in marine work
Sawn finish; Greenheart; 300 x
300mm; fenders in marine work
O1.4.2.02
O1.4.2.03
262
23/08/2010 16:47:37
Class O - Timber
O1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.37
56.50
41.91
37.44
135.85
25.55
1.00
41.24
30.59
49.92
121.75
25.37
1.21
49.90
37.01
74.87
161.78
35.00
1.29
53.20
39.46
37.44
130.10
24.71
2.12
87.43
64.85
37.44
189.72
33.44
0.95
39.18
29.06
49.92
118.16
24.84
1.13
46.60
34.57
74.87
156.04
34.16
Unit
O1.4
O1.4.3
O1.4.3.01
Length: 3 - 5m
Sawn finish; Greenheart; 300 x
150mm; braces between piles in
marine work
Sawn finish; Greenheart; 200 x
300mm; fenders in marine work
Sawn finish; Greenheart; 300 x
300mm; fenders in marine work
O1.4.3.02
O1.4.3.03
O1.4.4
O1.4.4.01
O1.4.4.02
O1.4.4.03
O1.4.4.04
Length: 5 - 8m
Sawn finish; Greenheart; 300 x
150mm; braces between piles in
marine work
Sawn finish; Greenheart; 300 x
150mm; braces between piles in
marine work; fixed between high
water level ordinary spring tides
(assumed 8m above ordnance datum)
and low water level ordinary spring
tides (assumed 3.5m above ordnance
datum)
Sawn finish; Greenheart; 200 x
300mm; fenders in marine work
Sawn finish; Greenheart; 300 x
300mm; fenders in marine work
Kg
O1.5
O1.5.3
O1.5.3.01
Length: 3 - 5m
Sawn finish; Greenheart; 600 x
300mm; baulk in marine work
1.61
66.40
49.25
149.75
265.40
61.48
Length: 5 - 8m
Sawn finish; Greenheart; 600 x
300mm; baulk in marine work
1.41
58.15
43.13
149.75
251.03
59.38
O1.5.4
O1.5.4.01
O1.6
O1.6.3
O1.6.3.01
Length: 3 - 5m
Sawn finish; Greenheart; 600 x
600mm; baulk in marine work
2.01
82.89
61.49
299.50
443.88
110.24
Length: 5 - 8m
Sawn finish; Greenheart; 600 x
600mm; baulk in marine work
1.21
49.90
37.01
299.50
386.41
101.83
O1.6.4
O1.6.4.01
O1.7
O1.7.3
O1.7.3.01
Length: 3 - 5m
Sawn finish; Greenheart; 750 x
600mm; baulk in marine work
2.01
82.89
61.49
374.37
518.75
132.52
Length: 5 - 8m
Sawn finish; Greenheart; 750 x
600mm; baulk in marine work
1.21
49.90
37.01
374.37
461.28
124.10
O1.7.4
O1.7.4.01
263
CESSM3_Full Book.indd 263
Class O - Timber
O2
Softwood Components
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.27
11.13
8.26
3.90
23.29
4.57
0.27
11.13
8.26
3.90
23.29
4.57
0.23
9.49
7.04
3.90
20.43
4.15
0.25
10.31
7.65
6.12
24.08
5.35
0.25
10.31
7.65
9.46
27.42
6.84
0.20
8.25
6.12
6.12
20.49
4.83
0.21
8.66
6.42
9.46
24.54
6.42
Unit
O2.1
O2.1.1
O2.1.1.01
O2.1.2
O2.1.2.01
O2.1.3
O2.1.3.01
Length: 1.5 - 3m
Wrot finish; Douglas fir; 100 x 75mm
Length: 3 - 5m
Wrot finish; Douglas fir; 100 x 75mm
O2.2
O2.2.2
O2.2.2.01
Length: 1.5 - 3m
Wrot finish; Douglas fir; 150 x 75mm;
runners in marine work
Wrot finish; Douglas fir; 75 x 225mm;
runners in marine work
O2.2.2.02
O2.2.3
O2.2.3.01
O2.2.3.02
Kg
Length: 3 - 5m
Wrot finish; Douglas fir; 150 x 75mm;
runners in marine work
Wrot finish; Douglas fir; 75 x 225mm;
runners in marine work
O2.3
O2.3.2
O2.3.2.01
Length: 1.5 - 3m
Wrot finish; Douglas fir; 200 x
200mm; braces in marine work
1.00
41.24
30.59
22.26
94.09
20.42
Length: 3 - 5m
Wrot finish; Douglas fir; 200 x
200mm; braces in marine work
0.93
38.27
28.39
22.26
88.92
19.66
1.04
42.72
31.69
25.04
99.45
22.03
0.78
32.25
23.92
33.39
89.56
23.08
0.99
40.83
30.28
50.09
121.20
32.69
0.96
39.43
29.24
25.04
93.71
21.19
O2.3.3
O2.3.3.01
O2.4
O2.4.2
O2.4.2.01
Length: 1.5 - 3m
Wrot finish; Douglas fir; 300 x
150mm; braces between piles in
marine work
Wrot finish; Douglas fir; 200 x
300mm; fenders in marine work
Wrot finish; Douglas fir; 300 x
300mm; fenders in marine work
O2.4.2.02
O2.4.2.03
O2.4.3
O2.4.3.01
O2.4.3.02
O2.4.3.03
O2.4.4
O2.4.4.01
Length: 3 - 5m
Wrot finish; Douglas fir; 300 x
150mm; braces between piles in
marine work
Wrot finish; Douglas fir; 200 x
300mm; fenders in marine work
Wrot finish; Douglas fir; 300 x
300mm; fenders in marine work
0.65
26.72
19.82
33.39
79.93
21.67
0.90
37.12
27.84
50.09
115.05
31.85
Length: 5 - 8m
Wrot finish; Douglas fir; 300 x
150mm; braces between piles in
marine work
0.88
36.13
26.80
25.04
87.97
20.35
264
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Class O - Timber
O2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.52
62.68
46.50
25.04
134.22
27.12
0.60
24.83
18.42
33.39
76.64
21.18
0.87
35.88
26.61
50.09
112.58
31.43
Unit
O2.4
O2.4.4
O2.4.4.02
Length: 5 - 8m
Wrot finish; Douglas fir; 300 x
150mm; braces between piles in
marine work; fixed between high
water level ordinary spring tides
(assumed 8m above ordnance datum)
and low water level ordinary spring
tides (assumed 3.5m above ordnance
datum)
O2.4.4.03
O2.4.4.04
Kg
O2.5
O2.5.3
O2.5.3.01
Length: 3 - 5m
Wrot finish; Douglas fir; 600 x
300mm; baulk in marine work
1.08
44.54
33.04
100.17
177.75
55.91
Length: 5 - 8m
Wrot finish; Douglas fir; 600 x
300mm; baulk in marine work
1.02
42.06
31.20
100.17
173.43
55.28
O2.5.4
O2.5.4.01
O2.6
O2.6.3
O2.6.3.01
Length: 3 - 5m
Wrot finish; Douglas fir; 600 x
600mm; baulk in marine work
1.41
58.15
43.13
200.35
301.63
103.93
Length: 5 - 8m
Wrot finish; Douglas fir; 600 x
600mm; baulk in marine work
1.00
41.24
30.59
200.35
272.18
99.62
O2.6.4
O2.6.4.01
O2.7
O2.7.3
O2.7.3.01
Length: 3 - 5m
Wrot finish; Douglas fir; 750 x
600mm; baulk in marine work
1.44
59.39
44.05
250.43
353.87
126.52
Length: 5 - 8m
Wrot finish; Douglas fir; 750 x
600mm; baulk in marine work
1.00
41.24
30.59
250.43
322.26
121.89
m2
0.60
24.74
18.35
41.60
84.69
18.69
m2
0.90
37.12
27.53
62.40
127.05
28.03
O2.7.4
O2.7.4.01
O3
Hardwood Decking
O3.2
Thickness: 25 - 50mm
O3.2.1
O3.2.1.01
O3.3
Thickness: 50 - 75mm
O3.3.1
O3.3.1.01
265
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Class O - Timber
O3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
1.20
49.49
36.71
83.19
169.39
37.37
m2
1.50
61.86
45.88
103.99
211.73
46.71
m2
1.80
74.23
55.06
124.79
254.08
56.06
m2
2.20
90.73
67.30
145.59
303.62
66.45
m2
0.50
20.62
15.30
27.83
63.75
17.63
m2
0.60
24.74
18.35
41.74
84.83
24.87
m2
0.90
37.12
27.53
55.65
120.30
34.22
m2
1.20
49.49
36.71
69.56
155.76
43.56
m2
1.50
61.86
45.88
83.48
191.22
52.90
m2
1.80
74.23
55.06
97.39
226.68
62.24
Unit
O3.4
Thickness: 75 - 100mm
O3.4.1
O3.4.1.01
O3.5
O3.5.1
O3.5.1.01
O3.6
O3.6.1
O3.6.1.01
O3.7
O3.7.1
O3.7.1.01
O4
Softwood Decking
O4.2
Thickness: 25 - 50mm
O4.2.1
O4.2.1.01
O4.3
Thickness: 50 - 75mm
O4.3.1
O4.3.1.01
O4.4
Thickness: 75 - 100mm
O4.4.1
O4.4.1.01
O4.5
O4.5.1
O4.5.1.01
O4.6
O4.6.1
O4.6.1.01
O4.7
O4.7.1
O4.7.1.01
Kg
266
23/08/2010 16:47:49
Class O - Timber
O5
Note(s):
1) Electric power drill and attachments are deemed to have been included in the general items
2) It has been assumed that the timber is no harder than Douglas Fir
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.32
0.35
0.38
0.47
0.50
13.20
14.43
15.67
19.38
20.62
0.30
0.48
0.65
0.80
1.20
13.50
14.91
16.32
20.18
21.82
0.65
0.98
1.30
1.62
2.44
Kg
O5.1
Straps
O5.1.1
O5.1.1.01
O5.1.1.02
O5.1.1.03
O5.1.1.04
O5.1.1.05
O5.2
Spikes
O5.2.1
O5.2.1.01
O5.2.1.02
0.17
0.25
7.01
10.31
1.48
2.66
8.49
12.97
0.09
0.17
O5.2.2
O5.2.2.01
Nr
0.30
12.37
3.03
15.40
0.17
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
Nr
0.03
0.03
0.04
0.04
0.03
0.03
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.04
1.36
1.36
1.53
1.53
1.36
1.36
1.53
1.53
1.77
1.53
1.53
1.77
1.77
2.14
1.77
0.06
0.13
0.15
0.19
0.18
0.27
0.32
0.42
0.58
0.33
0.47
0.56
0.72
1.00
0.49
1.42
1.49
1.68
1.72
1.54
1.63
1.85
1.95
2.35
1.86
2.00
2.33
2.49
3.14
2.26
0.02
0.03
0.04
0.05
0.03
0.05
0.07
0.08
0.10
0.05
0.07
0.09
0.12
0.14
0.08
O5.3
Coach Screws
O5.3.1
O5.3.1.01
O5.3.1.02
O5.3.1.03
O5.3.1.04
O5.3.1.05
O5.3.1.06
O5.3.1.07
O5.3.1.08
O5.3.1.09
O5.3.1.10
O5.3.1.11
O5.3.1.12
O5.3.1.13
O5.3.1.14
O5.3.1.15
267
CESSM3_Full Book.indd 267
Class O - Timber
O5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.04
0.05
0.05
0.07
1.77
2.14
2.14
2.76
0.71
0.80
1.07
1.30
2.48
2.94
3.21
4.06
0.12
0.17
0.21
0.25
4.18
4.19
4.22
4.24
4.20
4.22
4.29
5.18
6.04
6.12
4.35
4.39
5.26
6.22
7.05
7.58
7.92
5.36
5.44
5.50
6.35
6.64
0.01
0.02
0.03
0.04
0.02
0.03
0.05
0.08
0.11
0.15
0.08
0.12
0.15
0.21
0.30
0.39
0.45
0.13
0.21
0.27
0.21
0.42
O5.3
Coach Screws
O5.3.1
O5.3.1.16
O5.3.1.17
O5.3.1.18
O5.3.1.19
O5.4
Bolts
O5.4.1
O5.4.1.01
O5.4.1.02
O5.4.1.03
O5.4.1.04
O5.4.1.05
O5.4.1.06
O5.4.1.07
O5.4.1.08
O5.4.1.09
O5.4.1.10
O5.4.1.11
O5.4.1.12
O5.4.1.13
O5.4.1.14
O5.4.1.15
O5.4.1.16
O5.4.1.17
O5.4.1.18
O5.4.1.19
O5.4.1.20
O5.4.1.21
O5.4.1.22
Black hexagonal head bolts and nuts grade 4.6, BS 4190 including one nut and one washer; drilling holes
Nr
M6; 25mm long
0.10
4.12
0.06
Nr
as above; 50mm long
0.10
4.12
0.07
Nr
as above; 80mm long
0.10
4.12
0.10
Nr
as above; 100mm long
0.10
4.12
0.12
Nr
M8; 25mm long
0.10
4.12
0.08
Nr
as above; 50mm long
0.10
4.12
0.10
Nr
M10; 50mm
0.10
4.12
0.17
Nr
as above; 80mm long
0.12
4.95
0.23
Nr
as above; 100mm long
0.14
5.77
0.27
Nr
as above; 140mm long
0.14
5.77
0.35
Nr
M12; 50mm long
0.10
4.12
0.23
Nr
as above; 80mm long
0.10
4.12
0.27
Nr
as above; 100mm long
0.12
4.95
0.31
Nr
as above; 140mm long
0.14
5.77
0.45
Nr
as above; 200mm long
0.15
6.19
0.86
Nr
as above; 260mm long
0.16
6.60
0.98
Nr
as above; 300mm long
0.16
6.60
1.32
Nr
M16; 50mm long
0.12
4.95
0.41
Nr
as above; 80mm long
0.12
4.95
0.49
Nr
as above; 100mm long
0.12
4.95
0.55
Nr
M20; 50mm long
0.14
5.77
0.58
Nr
as above; 100mm long
0.14
5.77
0.87
Nr
Nr
Nr
Nr
Kg
268
23/08/2010 16:47:55
Class O - Timber
O5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
4.49
5.38
6.38
0.11
0.15
0.23
Kg
O5.4
Bolts
O5.4.2
O5.4.2.01
O5.4.2.02
O5.4.2.03
Black cup square hexagon carriage bolts and nuts, grade 4.6, BS 4933 including one nut and one washer;
drilling holes
Nr
M12; 75mm long
0.10
4.12
0.37
Nr
as above; 100mm long
0.12
4.95
0.43
Nr
as above; 150mm long
0.14
5.77
0.61
O5.5
Plates
O5.5.1
O5.5.1.01
O5.5.1.02
O5.5.1.03
O5.5.1.04
Galvanised mild steel single sided round toothed plate connectors, BS EN 912
Nr
38mm diameter for 9mm bolt
0.05
2.06
Nr
57mm diameter for 12mm bolt
0.05
2.06
Nr
63mm diameter for 12mm bolt
0.06
2.47
Nr
75mm diameter for 12mm bolt
0.06
2.47
0.16
0.20
0.28
0.30
2.22
2.26
2.75
2.77
0.04
0.04
0.04
0.04
O5.5.2
O5.5.2.01
O5.5.2.02
O5.5.2.03
O5.5.2.04
Galvanised mild steel double sided round toothed plate connectors, BS EN 912
Nr
38mm diameter for 9mm bolt
0.07
2.89
Nr
50mm diameter for 12mm bolt
0.07
2.89
Nr
63mm diameter for 12mm bolt
0.08
3.30
Nr
75mm diameter for 12mm bolt
0.08
3.30
0.18
0.19
0.30
0.32
3.07
3.08
3.60
3.62
0.04
0.04
0.04
0.04
O5.5.3
O5.5.3.01
O5.5.3.02
7.01
7.84
0.64
0.68
7.65
8.52
0.07
0.08
O5.5.4
O5.5.4.01
O5.5.4.02
7.01
7.84
1.07
15.65
8.08
23.49
0.08
4.45
269
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23/08/2010 16:47:59
CLASS P:
PILES
23/08/2010 16:47:59
23/08/2010 16:47:59
Class P - Piles
Qty
2
2
2
Rate
x
x
x
16.99
12.56
16.68
16
24
x
x
16.99
12.56
2
2
3
x
x
x
16.99
12.56
16.68
1
1
1
x
x
x
16.99
12.56
16.68
Total
=
=
=
33.97
25.12
33.37
92.46
=
=
271.78
301.45
573.23
=
=
=
33.97
25.12
50.05
109.14
=
=
=
16.99
12.56
16.68
46.23
Plant
P C0002ICE
154.27
154.27
43.29
43.29
197.56
154.27
1,234.19
43.29
64.02
13.05
154.27
=
=
=
=
346.31
512.14
104.37
1,542.74
43.29
432.88
4,172.63
=
=
=
=
=
=
=
2,053.21
188.49
640.17
130.46
188.49
35.16
35.23
3,271.21
P N0001ICE
273
CESSM3_Full Book.indd 273
x
x
x
x
x
x
x
205.32
18.85
64.02
13.05
18.85
3.52
3.52
Class P - Piles
P P0001ICE
205.32
205.32
43.29
43.29
248.61
205.32
2,053.21
43.29
64.02
13.05
154.27
=
=
=
=
432.88
640.17
130.46
1,542.74
43.29
432.88
5,232.34
2,053.21
P P0003ICE
P P0004ICE
P P0005ICE
Driven Cast in Place Piling (Large) Plant Gang (Mobilise / Demobilise / Move)
Driven Piling Rig Large
10
x
205.32
Concrete Mixer - Schwing BP1000R
Concrete Pumps
10
x
43.29
Articulated Lorry
10
x
64.02
Low Loader Trailer
10
x
13.05
Driven Piling Rig Large
10
x
205.32
Concrete Mixer - Schwing BP1000R
Concrete Pumps
10
x
43.29
Welding Set - 250 amp Diesel Electric Start Sil
10
x
3.52
Cutting and Burning Gear
10
x
3.52
=
=
=
=
432.88
640.17
130.46
2,053.21
=
=
=
432.88
35.16
35.23
5,813.20
1,234.19
Driven Cast in Place Piling (Medium) Plant Gang (Mobilise / Demobilise / Move)
Driven Piling Rig Medium
8
x
154.27
Concrete Mixer - Schwing BP1000R
Concrete Pumps
1
x
43.29
Articulated Lorry
8
x
64.02
Low Loader Trailer
8
x
13.05
Bored Piling Rig Medium
10
x
154.27
Concrete Mixer - Schwing BP1000R
Concrete Pumps
10
x
43.29
Welding Set - 250 amp Diesel Electric Start Sil
10
x
3.52
Cutting and Burning Gear
10
x
3.52
=
=
=
=
43.29
512.14
104.37
1,542.74
=
=
=
432.88
35.16
35.23
3,940.00
205.32
205.32
=
=
=
=
2,053.21
640.17
130.46
2,053.21
4,877.05
154.27
154.27
=
=
=
=
1,234.19
512.14
104.37
1,542.74
3,393.44
205.32
205.32
64.02
13.05
205.32
154.27
154.27
64.02
13.05
154.27
274
23/08/2010 16:47:59
Class P - Piles
P P0009ICE
154.27
154.27
1
1
1
x
x
x
43.29
3.52
3.52
=
=
=
43.29
3.52
3.52
204.60
=
=
=
=
205.32
18.85
3.52
3.52
231.21
=
=
=
=
154.27
18.85
3.52
3.52
180.16
=
=
=
=
=
=
=
1,234.19
150.79
512.14
104.37
150.79
28.13
28.18
2,208.59
1
1
1
1
x
x
x
x
205.32
18.85
3.52
3.52
1
1
1
1
x
x
x
x
154.27
18.85
3.52
3.52
275
CESSM3_Full Book.indd 275
154.27
18.85
64.02
13.05
18.85
3.52
3.52
Class P - Piles
Class P - Piles
Note(s):
The following prices are sub-contractor guide prices for approximate estimating only and assume
not less than 50 piles will be cast on a level site. The cost of bringing to and from site the plant
equipment and labour required including setting up and removal of the piling rig over each pile
position is included in the items for 'number of piles'.
P1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
P1.1
P1.1.1
P1.1.1.01
Number of piles
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 300mm
Nr
0.02
11.46
83.45
94.91
73.67
Concreted length
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 300mm
5.26
5.26
21.84
0.10
0.15
0.15
9.25
13.87
13.87
19.76
29.63
37.29
6.74
6.74
6.74
35.75
50.24
57.90
37.60
46.99
46.99
P1.1.2
P1.1.2.01
P1.1.3
P1.1.3.01
P1.1.3.02
P1.1.3.03
P1.4
P1.4.1
P1.4.1.01
Number of piles
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 600mm
Nr
0.02
11.46
83.45
94.91
73.67
Concreted length
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 600mm
21.27
21.27
88.30
0.05
0.10
0.15
4.62
9.25
13.87
9.88
19.76
37.29
25.73
25.73
25.73
40.23
54.74
76.89
81.21
90.61
100.00
0.02
11.46
104.65
116.11
82.70
P1.4.2
P1.4.2.01
P1.4.3.02
P1.4.3.03
P1.5
P1.5.1
P1.5.1.01
Number of piles
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 900mm
P1.4.3
P1.4.3.01
Nr
276
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Class P - Piles
P1
P1.5
P1.5.2
P1.5.2.01
Concreted length
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 900mm
P1.5.3
P1.5.3.01
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
48.10
48.10
199.68
0.05
0.10
0.15
4.62
9.25
13.87
12.43
24.86
37.29
61.27
61.27
61.27
78.32
95.38
112.43
180.39
189.79
199.18
Kg
P1.5.3.02
P1.5.3.03
P1.6
P1.6.1
P1.6.1.01
Number of piles
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 1200mm
Nr
0.02
11.46
104.65
116.11
82.70
Concreted length
Reinforced in situ concrete, BS EN
206 prescribed mix, grade 25, 20mm
aggregate; Diameter: 1200mm
84.93
84.93
352.56
0.30
0.35
0.40
27.74
32.36
36.98
74.58
87.01
99.44
104.15
104.15
104.15
206.47
223.52
240.57
347.06
356.45
365.84
P1.6.2
P1.6.2.01
P1.6.3.02
P1.6.3.03
P2
P2.1
P2.1.1
P2.1.1.01
Number of piles
Diameter: 300mm; Design load 30t
Nr
0.02
11.46
78.80
90.26
73.39
P2.1.2
P2.1.2.01
Concreted length
Diameter: 300mm; Design load 30t
0.08
8.73
37.16
45.89
120.30
P2.1.3
P2.1.3.01
P2.1.3.02
P2.1.3.03
0.05
0.08
0.10
5.78
8.73
10.91
10.84
16.37
20.46
16.62
25.10
31.37
10.07
15.20
19.00
P2.4
P2.4.1
P2.4.1.01
Number of piles
Diameter: 600mm; Design load 60t
0.02
11.46
78.80
90.26
73.39
P1.6.3
P1.6.3.01
Nr
277
CESSM3_Full Book.indd 277
Class P - Piles
P2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
P2.4
P2.4.2
P2.4.2.01
Concreted length
Diameter: 600mm; Design load 60 t
0.08
8.73
98.21
106.94
322.02
P2.4.3
P2.4.3.01
P2.4.3.02
P2.4.3.03
0.07
0.08
0.10
7.31
8.73
10.91
13.71
16.37
20.46
21.02
25.10
31.37
12.73
15.20
19.00
P2.5
P2.5.1
P2.5.1.01
Number of piles
Diameter: 900mm; Design load 90 t
Nr
0.02
11.46
116.26
127.72
83.13
P2.5.2
P2.5.2.01
Concreted length
Diameter: 900mm; Design load 90 t
0.08
8.73
205.30
214.03
675.36
P2.5.3
P2.5.3.01
P2.5.3.02
P2.5.3.03
0.05
0.08
0.10
5.78
8.73
10.91
13.55
20.45
25.57
19.33
29.18
36.48
10.07
15.20
19.00
P2.6
P2.6.1
P2.6.1.01
Number of piles
Diameter: 1200mm; Design load 120 t
Nr
0.02
11.46
116.26
127.72
83.13
P2.6.2
P2.6.2.01
Concreted length
Diameter: 1200mm; Design load 120 t
0.08
8.73
320.45
329.18
1,059.21
P2.6.3
P2.6.3.01
P2.6.3.02
P2.6.3.03
0.05
0.08
0.10
5.78
8.73
10.91
13.55
20.45
25.57
19.33
29.18
36.48
10.07
15.20
19.00
P3
P3.2
P3.2.1
P3.2.1.01
P3.2.1.02
P3.2.1.03
Nr
Nr
Nr
0.82
1.02
1.52
48.45
57.69
80.81
191.28
222.14
299.27
100.00
150.00
200.00
339.73
429.83
580.08
454.55
609.35
818.99
P3.2.2
P3.2.2.01
Depth driven
Cross sectional area: 0.05m2
0.04
1.85
6.17
8.02
7.31
P3.3
P3.3.1
P3.3.1.01
Nr
0.82
48.45
261.80
150.00
460.25
581.62
278
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Class P - Piles
P3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
P3.3
P3.3.1
P3.3.1.02
P3.3.1.03
Nr
Nr
1.02
1.52
57.69
80.81
302.86
405.52
225.00
300.00
585.55
786.33
795.55
1,064.31
P3.3.2
P3.3.2.01
Depth driven
Cross-sectional area: 0.075m2
0.04
1.85
8.21
10.06
7.31
P7
P7.2
Mass: 15 - 30Kg/m
P7.2.1
P7.2.1.01
Nr
1.02
57.69
222.14
230.22
510.05
720.58
P7.2.1.02
P7.2.1.03
Nr
Nr
1.52
2.02
80.81
103.92
299.27
376.41
344.90
459.57
724.98
939.90
1,044.06
1,367.55
P7.2.2
P7.2.2.01
Depth driven
I Sections; Mass: 25kg/m
0.04
1.85
6.17
8.02
7.31
P7.3
Mass: 30 - 60Kg/m
P7.3.1
P7.3.1.01
Nr
1.02
57.69
222.14
459.57
739.40
1,184.78
P7.3.1.02
P7.3.1.03
Nr
Nr
1.52
2.02
80.81
103.92
299.27
376.41
689.79
919.14
1,069.87
1,399.47
1,742.14
2,297.73
P7.3.2
P7.3.2.01
Depth driven
I Sections; Mass: 50Kg/m
0.04
1.85
6.17
8.02
7.31
P7.4
Mass: 60 - 120Kg/m
P7.4.1
P7.4.1.01
P7.4.1.02
P7.4.1.03
Nr
Nr
Nr
1.52
2.02
2.52
80.81
103.92
127.04
299.27
376.41
483.22
919.14
1,378.71
1,838.28
1,299.22
1,859.04
2,448.54
2,206.34
3,227.90
4,258.29
P7.4.2
P7.4.2.01
Depth driven
I Sections; Mass: 100Kg/m
0.04
1.85
6.17
8.02
7.31
P7.5
P7.5.1
P7.5.1.01
Nr
2.52
127.04
610.84
2,297.85
3,035.73
5,188.47
P7.5.1.02
P7.5.1.03
Nr
Nr
3.52
4.52
173.27
219.50
637.49
791.76
3,447.21
4,595.69
4,257.97
5,606.95
7,697.56
10,204.89
P7.5.2
P7.5.2.01
Depth driven
I Sections; Mass: 250Kg/m
0.04
1.85
6.17
8.02
7.31
279
CESSM3_Full Book.indd 279
Class P - Piles
P8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
P8.2
P8.2.1
P8.2.1.02
P8.2.1.03
m
m
0.15
0.25
10.85
18.08
27.02
45.04
48.80
48.80
86.67
111.92
42.75
55.61
P8.2.2
P8.2.2.01
Driven area
Piles weldable structural steel, BS EN
10248; Section modulus: 601 cm3/m
m2
0.10
7.23
18.02
25.25
20.83
m2
0.02
11.46
44.17
76.93
132.56
193.56
P8.2.3
P8.2.3.01
P8.3
P8.3.1
P8.3.1.01
m
m
m
0.15
0.20
0.25
10.85
14.46
18.08
27.02
36.03
45.04
48.80
48.80
48.80
86.67
99.29
111.92
42.75
53.16
55.61
Driven area
Piles weldable structural steel, BS EN
10248; Section modulus: 1199cm3/m
m2
0.10
7.23
18.02
25.25
20.83
m2
0.02
11.46
44.17
104.08
159.71
246.66
m2
0.02
11.46
44.17
104.08
159.71
246.66
P8.3.1.02
P8.3.1.03
P8.3.2
P8.3.2.01
P8.3.3
P8.3.3.01
P8.3.4
P8.3.4.01
P8.5
P8.5.1
P8.5.1.01
m
m
m
0.20
0.25
0.30
14.46
18.08
21.70
36.03
45.04
54.05
48.80
48.80
48.80
99.29
111.92
124.55
53.16
63.57
66.02
Driven area
Piles weldable structural steel, BS EN
10248; Section modulus: 2009cm3/m
m2
0.15
10.85
27.02
37.87
31.24
m2
0.02
11.46
44.17
133.05
188.68
303.30
P8.5.1.02
P8.5.1.03
P8.5.2
P8.5.2.01
P8.5.3
P8.5.3.01
280
23/08/2010 16:48:18
Class P - Piles
P8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
P8.5
P8.5.4
P8.5.4.01
m2
0.02
11.46
44.17
133.05
188.68
303.30
m2
0.02
11.46
44.17
133.05
188.68
303.30
P8.5.5
P8.5.5.01
P8.7
P8.7.1
P8.7.1.01
m
m
m
0.10
0.15
0.20
7.23
10.85
14.46
23.12
34.68
46.24
48.80
48.80
48.80
79.15
94.33
109.50
32.33
42.75
45.20
Driven area
Piles weldable structural steel, BS EN
10248; Section modulus: 4200cm3/m
m2
0.10
7.23
23.12
30.35
20.83
m2
0.02
11.46
65.42
262.47
339.35
567.19
m2
0.02
11.46
65.42
262.47
339.35
567.19
m2
0.02
11.46
65.42
262.47
339.35
567.19
P8.7.1.02
P8.7.1.03
P8.7.2
P8.7.2.01
P8.7.3
P8.7.3.01
P8.7.4
P8.7.4.01
P8.7.5
P8.7.5.01
281
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CLASS Q:
PILING ANCILLARIES
23/08/2010 16:48:22
23/08/2010 16:48:22
Qty
2
1
Rate
x
x
16.68
12.56
1
2
x
x
14.34
16.68
16
24
x
x
16.99
12.56
2
2
3
x
x
x
16.99
12.56
16.68
1
1
1
x
x
x
16.99
12.56
16.68
1
2
1
1
x
x
x
x
16.99
12.56
16.68
13.53
1
2
x
x
16.99
12.56
14.34
1
1
1
x
x
x
16.99
12.56
13.53
Total
=
=
33.37
12.56
45.93
=
=
14.34
33.37
47.71
=
=
271.78
301.45
573.23
=
=
=
33.97
25.12
50.05
109.14
=
=
=
16.99
12.56
16.68
46.23
=
=
=
=
16.99
25.12
16.68
13.53
72.32
=
=
16.99
25.12
42.11
28.68
28.68
=
=
=
16.99
12.56
13.53
43.08
=
=
=
=
2,193.16
640.17
130.46
1,096.58
4,060.37
Plant
P A1000ICE
285
CESSM3_Full Book.indd 285
x
x
x
x
219.32
64.02
13.05
219.32
154.27
1
1
1
1
x
x
x
x
205.32
18.85
3.52
3.52
1
2
1
1
x
x
x
x
4.86
0.42
42.86
23.77
1
1
x
x
42.86
23.77
154.27
154.27
=
=
=
=
205.32
18.85
3.52
3.52
231.21
=
=
=
=
4.86
0.85
42.86
23.77
72.34
=
=
42.86
23.77
66.63
286
23/08/2010 16:48:22
The following prices are Specialist sub-contractor guide prices for approximate estimating only.
Q1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Q1.2
Q1.2.1
Q1.2.1.01
m
m
0.01
0.01
0.60
0.60
0.93
0.93
1.90
1.53
3.43
0.37
0.96
m
m
0.05
0.05
2.02
2.02
3.13
3.13
7.57
5.15
12.72
1.23
3.58
m
m
0.07
0.07
3.02
3.02
4.66
4.66
17.03
7.68
24.71
1.83
7.12
Q1.2.6.02
m
m
0.09
0.09
4.05
4.05
6.26
6.26
30.56
10.31
40.87
2.46
11.95
Q1.3
Q1.3.1
Q1.3.1.01
0.10
4.62
15.43
25.16
45.21
97.93
0.10
4.62
15.43
51.43
71.48
181.12
0.25
11.56
38.57
98.39
148.52
357.21
0.40
18.49
61.71
131.37
211.57
489.06
Q1.2.1.02
Q1.2.4
Q1.2.4.01
Q1.2.4.02
Q1.2.5
Q1.2.5.01
Q1.2.5.02
Q1.2.6
Q1.2.6.01
Q1.3.4
Q1.3.4.01
Q1.3.5
Q1.3.5.01
Q1.3.6
Q1.3.6.01
Q1.4
Q1.4.1
Q1.4.1.01
0.10
10.91
15.43
25.16
51.50
97.93
0.10
10.91
15.43
51.43
77.77
181.12
0.25
27.29
38.57
98.39
164.25
357.21
Q1.4.4
Q1.4.4.01
Q1.4.5
Q1.4.5.01
287
CESSM3_Full Book.indd 287
Q1
Labour
Hours
Q1.4
Q1.4.6
Q1.4.6.01
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
0.40
43.66
61.71
131.37
236.74
489.06
Q1.5
Enlarged bases
Q1.5.1
Q1.5.1.01
Nr
1.00
46.23
154.27
17.71
218.21
224.05
Q1.5.4
Q1.5.4.01
Nr
1.50
69.34
231.41
83.16
383.91
441.86
Q1.5.5
Q1.5.5.01
Nr
2.25
104.02
461.97
162.40
728.39
788.82
Q1.5.6
Q1.5.6.01
Nr
4.00
184.92
821.28
286.78
1,292.98
1,397.76
Q1.7
Q1.7.1
Q1.7.1.01
0.17
4.79
12.08
16.87
5.93
Q1.7.4
Q1.7.4.01
0.25
7.17
18.09
25.26
8.88
Q1.7.5
Q1.7.5.01
0.33
9.55
24.09
33.64
11.83
Q1.7.6
Q1.7.6.01
0.50
14.34
36.17
50.51
17.76
Q1.8
Preparing heads
Q1.8.1
Q1.8.1.01
Nr
0.33
9.55
24.09
33.64
11.83
Q1.8.4
Q1.8.4.01
Nr
0.42
11.96
30.17
42.13
14.81
Q1.8.5
Q1.8.5.01
Nr
0.50
14.34
36.17
50.51
17.76
Q1.8.6
Q1.8.6.01
Nr
0.75
21.51
54.26
75.77
26.64
288
23/08/2010 16:48:29
Q2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
10.00
10.00
8.00
8.00
459.30
459.30
367.44
367.44
692.11
648.27
612.65
612.23
1,151.41
1,107.57
980.09
979.67
1,710.00
1,710.00
1,710.00
1,710.00
Kg
Q2.1
Reinforcement
Q2.1.1
Q2.1.1.01
Q2.1.1.02
Q2.1.1.03
Q2.1.1.04
Q3
Q3.1
Pre-boring
Q3.1.2
Q3.1.2.01
0.05
2.31
7.71
10.02
9.14
Q3.1.3
Q3.1.3.01
0.05
2.31
7.71
10.02
9.14
Q3.1.4
Q3.1.4.01
0.08
3.47
11.57
15.04
13.71
Q3.1.5
Q3.1.5.01
0.10
4.62
15.43
20.05
18.28
Q3.2
Jetting
Q3.2.2
Q3.2.2.01
0.05
2.31
9.41
11.72
14.64
Q3.2.3
Q3.2.3.01
0.05
2.31
9.41
11.72
14.64
Q3.2.4
Q3.2.4.01
0.10
4.62
18.83
23.45
29.28
Q3.2.5
Q3.2.5.01
0.15
6.93
28.24
35.17
43.91
Q3.3
Q3.3.2
Q3.3.2.01
0.10
4.62
4.33
3.76
12.71
16.11
Q3.3.3
Q3.3.3.01
0.15
6.93
6.49
7.52
20.94
31.96
Q3.3.4
Q3.3.4.01
0.20
9.25
8.66
11.27
29.18
47.82
Q3.3.5
Q3.3.5.01
0.25
11.56
10.82
15.03
37.41
63.67
289
CESSM3_Full Book.indd 289
Q3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Q3.4
Q3.4.2
Q3.4.2.01
Nr
0.25
11.56
38.57
50.13
45.69
Q3.4.3
Q3.4.3.01
Nr
0.30
13.87
46.28
60.15
54.83
Q3.4.4
Q3.4.4.01
Nr
0.35
16.18
53.99
70.17
63.97
Q3.4.5
Q3.4.5.01
Nr
0.30
13.87
61.60
75.47
54.83
Q3.5
Q3.5.2
Q3.5.2.01
80.00
80.00
165.55
90.00
90.00
189.20
110.00
110.00
354.75
130.00
130.00
378.40
Q3.5.3
Q3.5.3.01
Q3.5.4
Q3.5.4.01
Q3.5.5
Q3.5.5.01
Q3.6
Q3.6.2
Q3.6.2.01
100.00
100.00
260.15
110.00
110.00
283.80
120.00
120.00
520.30
120.00
120.00
520.30
Q3.6.3
Q3.6.3.01
Q3.6.4
Q3.6.4.01
Q3.6.5
Q3.6.5.01
290
23/08/2010 16:48:40
Q3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Q3.7
Q3.7.2
Q3.7.2.01
0.25
7.17
18.09
25.26
8.88
Q3.7.3
Q3.7.3.01
0.33
9.55
24.09
33.64
11.83
Q3.7.4
Q3.7.4.01
0.42
11.96
30.17
42.13
14.81
Q3.7.5
Q3.7.5.01
0.50
14.34
36.17
50.51
17.76
Q3.8
Preparing heads
Q3.8.2
Q3.8.2.01
Nr
0.25
7.17
18.09
25.26
8.88
Q3.8.3
Q3.8.3.01
Nr
0.33
9.55
24.09
33.64
11.83
Q3.8.4
Q3.8.4.01
Nr
0.42
11.96
30.17
42.13
14.81
Q3.8.5
Q3.8.5.01
Nr
0.50
14.34
36.17
50.51
17.76
Q5
Q5.1
Pre-boring
Q5.1.1
Q5.1.1.01
0.05
2.31
7.71
10.02
9.14
Q5.1.3
Q5.1.3.01
0.05
2.31
7.71
10.02
9.14
Q5.1.5
Q5.1.5.01
0.08
3.47
11.57
15.04
13.71
Q5.1.6
Q5.1.6.01
0.10
4.62
15.43
20.05
18.28
Q5.2
Jetting
Q5.2.1
Q5.2.1.01
0.05
2.31
9.41
11.72
14.64
Q5.2.3
Q5.2.3.01
0.05
2.31
9.41
11.72
14.64
291
CESSM3_Full Book.indd 291
Q5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Q5.2
Jetting
Q5.2.5
Q5.2.5.01
0.10
4.62
18.83
23.45
29.28
Q5.2.6
Q5.2.6.01
0.15
6.93
28.24
35.17
43.91
Q5.4
Q5.4.1
Q5.4.1.01
0.50
23.48
39.61
63.09
46.31
Q5.4.3
Q5.4.3.01
Nr
0.67
31.28
52.76
84.04
61.68
Q5.4.5
Q5.4.5.01
Nr
1.00
46.97
79.23
126.20
92.61
Q5.4.6
Q5.4.6.01
Nr
1.50
70.45
118.84
189.29
138.92
Q5.5
Q5.5.1
Q5.5.1.01
14.38
14.38
44.25
28.77
28.77
88.50
57.54
57.54
177.00
143.84
143.84
442.50
Q5.5.3
Q5.5.3.01
Q5.5.5
Q5.5.5.01
Q5.5.6
Q5.5.6.01
Q5.7
Q5.7.1
Q5.7.1.01
0.20
9.49
5.68
15.17
6.28
0.28
13.45
5.97
19.42
6.41
0.38
18.20
8.89
27.09
9.64
0.55
26.17
9.47
35.64
9.89
Q5.7.3
Q5.7.3.01
Q5.7.5
Q5.7.5.01
Q5.7.6
Q5.7.6.01
292
23/08/2010 16:48:52
Q6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.05
3.62
9.01
12.63
10.41
Kg
Q6.1
Pre-boring
Q6.1.1
Q6.1.1.01
Q6.1.3
Q6.1.3.01
0.05
3.62
9.01
12.63
10.41
Q6.1.4
Q6.1.4.01
0.08
6.00
14.95
20.95
17.29
Q6.1.6
Q6.1.6.01
0.10
7.23
18.02
25.25
20.83
Q6.2
Jetting
Q6.2.1
Q6.2.1.01
0.07
4.85
14.35
19.20
21.32
Q6.2.3
Q6.2.3.01
0.07
4.85
14.35
19.20
21.32
Q6.2.4
Q6.2.4.01
0.10
7.23
21.42
28.65
31.83
Q6.2.6
Q6.2.6.01
0.17
12.08
35.77
47.85
53.15
Q6.4
Q6.4.1
Q6.4.1.01
1.67
108.25
212.34
320.59
244.29
2.17
138.26
258.42
396.68
296.98
2.67
168.27
304.51
472.78
349.66
4.67
288.30
625.00
913.30
560.40
0.17
12.08
30.09
40.73
82.90
114.43
0.17
12.08
30.09
57.92
100.09
148.06
Q6.4.3
Q6.4.3.01
Q6.4.4
Q6.4.4.01
Q6.4.6
Q6.4.6.01
Nr
Q6.5
Q6.5.1
Q6.5.1.01
Q6.5.3
Q6.5.3.01
293
CESSM3_Full Book.indd 293
Q6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Q6.5
Q6.5.4
Q6.5.4.01
0.33
24.08
59.99
75.12
159.19
216.27
0.50
36.16
115.61
131.24
283.01
360.79
0.10
7.23
18.02
40.73
65.98
100.48
0.10
7.23
18.02
57.92
83.17
134.11
0.30
21.70
54.05
57.92
133.67
175.76
0.40
28.93
92.48
57.92
179.33
196.59
0.28
14.31
6.83
21.14
7.25
Q6.5.6
Q6.5.6.01
Q6.6
Q6.6.1
Q6.6.1.01
Q6.6.3
Q6.6.3.01
Q6.6.4
Q6.6.4.01
Q6.6.6
Q6.6.6.01
Q6.7
Q6.7.1
Q6.7.1.01
Q6.7.3
Q6.7.3.01
0.53
26.24
7.71
33.95
7.63
Q6.7.4
Q6.7.4.01
0.70
34.21
8.29
42.50
7.88
Q6.7.6
Q6.7.6.01
1.03
50.10
11.15
61.25
8.38
Q7
Obstructions
Q7.1
Q7.1.1
Q7.1.1.01
1.00
72.32
180.16
252.48
208.28
Hr
294
23/08/2010 16:49:04
Q8
Pile Tests
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
19.20
1,145.78
8,488.27
9,634.05
7,020.57
Nr
24.20
1,356.33
9,584.87
10,941.20
7,934.38
Nr
15.20
861.82
3,224.59
4,086.41
2,634.26
Nr
20.20
1,072.37
4,321.19
5,393.56
3,548.07
Nr
34.10
1,720.10
10,275.44
11,995.54
8,536.27
Nr
34.10
1,720.10
11,372.04
13,092.14
9,450.08
Nr
25.20
1,282.92
5,417.79
6,700.71
4,461.89
Nr
30.20
1,493.47
6,514.39
8,007.86
5,375.70
Unit
Q8.1
Q8.1.1
Q8.1.1.01
Q8.1.1.02
Q8.1.1.03
Q8.1.1.04
Q8.1.2
Q8.1.2.01
Q8.1.2.02
Q8.1.2.03
Q8.1.2.04
Kg
Q8.2
Q8.2.1
Q8.2.1.01
Q8.2.1.02
Nr
Nr
14.20
19.20
819.71
1,030.26
3,005.27
4,101.87
3,824.98
5,132.13
2,451.49
3,365.31
Q8.2.2
Q8.2.2.01
Q8.2.2.02
Nr
Nr
24.20
29.20
1,240.81
1,451.36
5,198.47
6,295.07
6,439.28
7,746.43
4,279.12
5,192.94
295
CESSM3_Full Book.indd 295
23/08/2010 16:49:07
CLASS R:
23/08/2010 16:49:07
23/08/2010 16:49:07
Qty
2
1
Rate
x
x
16.68
12.56
1
2
x
x
16.99
12.56
1
1
2
1
x
x
x
x
13.53
16.99
12.56
14.34
1
1
2
1
1
x
x
x
x
x
16.68
16.99
12.56
14.34
13.53
2
1
x
x
16.68
12.56
1
2
x
x
16.99
12.56
1
3
x
x
16.99
12.56
Total
=
=
33.37
12.56
45.93
=
=
16.99
25.12
42.11
=
=
=
=
13.53
16.99
25.12
14.34
69.98
=
=
=
=
=
16.68
16.99
25.12
14.34
13.53
86.66
=
=
33.37
12.56
45.93
=
=
16.99
25.12
42.11
=
=
16.99
37.68
54.67
10.81
10.81
=
=
35.68
6.07
41.75
=
=
=
=
=
33.98
95.95
37.36
2.47
51.45
221.21
Plant
P A1140ICE
0.25
43.26
1
1
x
x
35.68
6.068
1
2
1
1
1
299
CESSM3_Full Book.indd 299
x
x
x
x
x
33.98
47.978
37.368
2.47
51.45
2
1
1
1
x
x
x
x
47.97
37.36
2.47
51.45
1
0.5
2
x
x
x
51.45
14.95
1.25
=
=
=
=
95.95
37.36
2.47
51.45
187.23
=
=
=
51.45
7.48
2.49
61.42
300
23/08/2010 16:49:07
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R1.1
R1.1.4
R1.1.4.01
m2
m2
0.01
0.01
0.38
0.55
0.38
0.54
3.14
4.70
3.90
5.79
1.24
1.85
m2
0.02
0.76
0.75
6.27
7.78
2.47
m2
0.02
0.93
0.92
7.84
9.69
3.08
m2
0.03
1.09
1.09
9.41
11.59
3.69
R1.1.8.02
R1.1.8.03
m2
m2
m2
0.04
0.04
0.09
1.47
1.85
3.71
1.46
1.84
3.67
12.54
15.68
31.35
15.47
19.37
38.73
4.93
6.17
12.33
R1.2
R1.2.4
R1.2.4.01
m2
m2
0.01
0.01
0.38
0.55
0.38
0.54
3.36
5.03
4.12
6.12
1.24
1.85
m2
0.02
0.76
0.75
6.71
8.22
2.47
m2
0.02
0.93
0.92
8.39
10.24
3.08
m2
0.03
1.09
1.09
10.07
12.25
3.69
m2
m2
m2
0.04
0.04
0.09
1.47
1.85
3.71
1.46
1.84
3.67
12.96
16.78
33.55
15.89
20.47
40.93
4.78
6.17
12.33
R1.1.4.02
R1.1.5
R1.1.5.01
R1.1.6
R1.1.6.01
R1.1.7
R1.1.7.01
R1.1.8
R1.1.8.01
R1.2.4.02
R1.2.5
R1.2.5.01
R1.2.6
R1.2.6.01
R1.2.7
R1.2.7.01
R1.2.8
R1.2.8.01
R1.2.8.02
R1.2.8.03
301
CESSM3_Full Book.indd 301
R1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R1.3
Soil cement
R1.3.3
R1.3.3.01
Depth: 60 - 100mm
DTp clause nr. 805; 100kg dry
Ordinary Portland Cement per cubic
metre of soil (supply of soil excluded);
depth: 75mm
as above; depth: 100mm
m2
m2
0.01
0.01
0.56
0.77
1.77
2.43
0.95
1.19
3.28
4.39
7.33
9.24
m2
0.02
1.19
3.76
1.78
6.73
13.91
m2
0.02
1.54
4.87
2.37
8.78
18.48
R1.3.3.02
R1.3.4
R1.3.4.01
R1.3.5
R1.3.5.01
R1.4
R1.4.3
R1.4.3.01
Depth: 60 - 100mm
DTp clause nr. 806; 100kg dry
Ordinary Portland Cement per cubic
metre of sub-base granular material;
depth: 75mm
as above; depth: 100mm
m2
m2
0.01
0.01
0.56
0.77
1.50
2.06
3.30
4.32
5.36
7.15
8.03
10.18
m2
0.02
1.19
3.18
6.48
10.85
15.31
m2
0.02
1.54
4.12
8.64
14.30
20.36
R1.4.3.02
R1.4.4
R1.4.4.01
R1.4.5
R1.4.5.01
R1.5
R1.5.3
R1.5.3.01
Depth: 60 - 100mm
DTp clause nr. 807; Concrete grade
10, 20mm aggregate; depth: 75mm
m2
0.01
0.56
1.50
4.48
6.54
16.33
R1.5.3.02
m2
0.01
0.77
2.06
5.98
8.81
21.80
R1.5.4
R1.5.4.01
m2
0.02
1.19
3.18
8.97
13.34
32.74
m2
0.02
1.54
4.12
11.96
17.62
43.60
R1.5.5
R1.5.5.01
302
23/08/2010 16:49:14
R1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R1.6
Hardcore
R1.6.4
R1.6.4.01
m2
m2
0.01
0.01
0.38
0.55
0.38
0.54
1.79
2.39
2.55
3.48
0.74
1.00
m2
0.02
0.76
0.75
3.59
5.10
1.47
m2
0.02
0.93
0.92
4.78
6.63
1.93
m2
0.03
1.09
1.09
7.17
9.35
2.79
R1.6.8.02
R1.6.8.03
m2
m2
m2
0.04
0.04
0.09
1.47
1.85
3.71
1.46
1.84
3.67
9.56
11.95
23.90
12.49
15.64
31.28
3.73
4.67
9.33
R1.7
Geotextiles
R1.7.1
R1.7.1.01
0.01
0.38
0.51
0.89
0.55
R2
R2.1
R2.1.3
R2.1.3.01
Depth: 60 - 100mm
Single course (DTp clause nr. 808);
depth: 75mm
as above; depth: 100mm
m2
m2
0.01
0.01
0.38
0.55
0.38
0.42
2.35
3.33
3.11
4.30
0.96
1.32
m2
0.02
0.76
0.75
4.70
6.21
1.92
m2
0.02
0.93
0.92
6.27
8.12
2.53
R1.6.4.02
R1.6.5
R1.6.5.01
R1.6.6
R1.6.6.01
R1.6.7
R1.6.7.01
R1.6.8
R1.6.8.01
R2.1.3.02
R2.1.4
R2.1.4.01
R2.1.5
R2.1.5.01
R2.2
R2.2.3
R2.2.3.01
Depth: 60 - 100mm
Single course (DTp clause nr. 809);
depth: 75mm
as above; depth: 100mm
m2
m2
0.01
0.01
0.38
0.55
0.38
0.54
2.35
3.14
3.11
4.23
0.96
1.30
m2
0.02
0.76
0.75
4.70
6.21
1.92
R2.2.3.02
R2.2.4
R2.2.4.01
303
CESSM3_Full Book.indd 303
R2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.02
0.93
0.92
6.27
8.12
2.53
m2
0.01
1.53
1.56
3.37
6.46
9.96
m2
0.01
1.53
1.56
3.95
7.04
11.64
m2
0.01
1.53
1.56
3.37
6.46
9.96
m2
0.01
1.53
1.56
5.08
8.17
14.86
m2
0.02
3.07
3.12
3.67
9.86
11.93
m2
0.02
3.07
3.12
5.20
11.39
16.69
m2
0.02
3.07
3.12
5.20
11.39
16.69
R2.3.2.08
m2
0.02
3.07
3.12
6.25
12.44
19.91
R2.3.3
R2.3.3.01
Depth: 60 - 100mm
BS EN 13108, (DTp clause nr. 811
and 908); wearing course material;
single course; sub-clause 2.2.3; 40mm
nominal size aggregate; depth: 65mm
m2
0.02
3.07
3.12
7.32
13.51
21.59
m2
0.02
3.07
3.12
8.98
15.17
26.35
m2
0.02
3.07
3.12
6.25
12.44
19.91
m2
0.02
3.07
3.12
8.33
14.52
26.35
m2
0.02
3.07
3.12
6.25
12.44
19.91
m2
0.02
3.07
3.12
8.33
14.52
26.35
m2
m2
0.03
0.03
4.60
4.60
4.67
4.67
6.39
9.80
15.66
19.07
21.89
33.09
Unit
R2.2
R2.2.5
R2.2.5.01
R2.3
R2.3.2
R2.3.2.01
Depth: 30 - 60mm
BS EN 13108, (DTp clause nr. 811
and 908); wearing course material; subclause 2.3.5; 10mm nominal size
aggregate; depth: 30mm
R2.3.2.02
R2.3.2.03
R2.3.2.04
R2.3.2.05
R2.3.2.06
R2.3.2.07
R2.3.3.02
R2.3.3.03
R2.3.3.04
R2.3.3.05
R2.3.3.06
R2.3.3.07
R2.3.3.08
Kg
304
23/08/2010 16:49:21
R2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
m2
0.01
0.01
1.53
1.53
1.56
1.56
2.24
2.83
5.33
5.92
6.74
8.42
m2
0.01
1.53
1.56
2.08
5.17
6.74
m2
m2
0.01
0.01
1.53
1.53
1.56
1.56
3.37
4.49
6.46
7.58
9.96
13.18
m2
m2
0.01
0.02
1.53
3.07
1.56
3.12
3.67
5.20
6.76
11.39
11.64
16.69
m2
m2
0.02
0.02
3.07
3.07
3.12
3.12
6.25
8.33
12.44
14.52
19.91
26.35
Unit
R2.4
R2.4.1
R2.4.1.01
R2.4.1.02
R2.4.1.03
R2.4.2
R2.4.2.01
R2.4.2.02
R2.4.2.03
R2.4.2.04
R2.4.3
R2.4.3.01
Depth: 30 - 60mm
BS EN 13108, (DTp clause nr. 912);
Wearing course material; sub-clause
2.3.1; 14mm nominal size aggregate;
depth: 30mm
as above; depth: 40mm
BS EN 13108, (DTp clause nr. 912);
Base course material; sub-clause 2.2.2;
20mm nominal size aggregate; depth:
35mm
as above; depth: 50mm
Kg
R2.4.3.02
Depth: 60 - 100mm
BS EN 13108, (DTp clause nr. 912);
Base course material; sub-clause 2.2.1;
40mm nominal size aggregate; depth:
60mm
as above; depth: 80mm
R2.6
R2.6.1
R2.6.1.01
m2
0.01
1.53
1.56
1.58
4.67
5.20
R2.6.1.02
m2
0.01
1.53
1.56
2.63
5.72
8.42
R2.7
R2.7.1
R2.7.1.01
m2
0.01
1.53
1.56
3.06
6.15
9.96
R3
R3.1
R3.1.1
R3.1.1.01
1.56
1.56
1.65
2.73
4.74
5.82
5.20
8.42
R3.1.1.02
m2
m2
0.01
0.01
1.53
1.53
305
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R3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R3.1
R3.1.2
R3.1.2.01
Depth: 30 - 60mm
BS EN 13108, (DTp clause nr. 910);
Course cold asphalt (10mm mediumtexture bitumen macadam); sub-clause
2.3.6; 10mm nominal size aggregate;
depth: 30mm
m2
0.02
3.07
3.12
3.15
9.34
10.25
R3.1.2.02
m2
0.02
3.07
3.12
3.70
9.89
11.93
R3.3
Slurry sealing
R3.3.1
R3.3.1.01
m2
0.01
0.31
1.15
1.46
5.04
m2
0.01
0.57
0.51
0.53
1.61
2.39
m2
0.01
0.57
0.51
0.56
1.64
2.40
m2
0.01
0.57
0.51
0.59
1.67
2.41
m2
0.01
0.57
0.51
0.55
1.63
2.40
m2
0.01
0.57
0.51
0.58
1.66
2.41
m2
0.01
0.57
0.51
0.61
1.69
2.42
m2
0.01
0.57
0.51
0.06
1.14
0.25
m2
0.01
0.57
0.51
0.09
1.17
0.26
m2
0.01
0.57
0.51
0.12
1.20
0.27
m2
0.01
0.57
0.51
0.08
1.16
0.26
m2
0.01
0.57
0.51
0.11
1.19
0.27
m2
0.01
0.57
0.51
0.14
1.22
0.28
m2
0.02
0.29
0.02
0.31
0.62
1.42
R3.4
Surface dressing
R3.4.1
R3.4.1.01
R3.4.1.02
R3.4.1.03
R3.4.1.04
R3.4.1.05
R3.4.1.06
R3.4.1.07
R3.4.1.08
R3.4.1.09
R3.4.1.10
R3.4.1.11
R3.4.1.12
R3.5
Bituminous Spray
R3.5.1
R3.5.1.01
306
23/08/2010 16:49:27
R3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.02
0.29
0.02
0.31
0.62
1.42
Unit
Kg
R3.5
Bituminous Spray
R3.5.1
R3.5.1.02
R3.6
R3.6.1
R3.6.1.01
m2
0.02
1.89
4.10
5.99
6.20
Depth: 30 - 60mm
Breaking up existing dense bitumen
macadam wearing course; 14mm
nominal size aggregate; 30mm deep
m2
0.02
2.26
4.92
7.18
7.44
R3.6.2.02
m2
0.03
2.83
6.15
8.98
9.29
R3.6.3
R3.6.3.01
Depth: 60 - 100mm
Breaking up existing dense bitumen
macadam base course; 40mm nominal
size aggregate; 65mm deep
m2
0.03
2.83
6.15
8.98
9.29
m2
0.04
3.77
8.21
11.98
12.39
m2
0.05
5.09
11.08
16.17
16.73
R3.6.2
R3.6.2.01
R3.6.3.02
R3.6.3.03
R4
Concrete Pavements
R4.1
R4.1.3
R4.1.3.01
Depth: 60 - 100mm
Concrete grade 30, 20mm aggregate;
depth: 100mm
m2
0.01
0.87
0.61
9.49
10.97
31.91
m2
0.02
1.30
0.92
14.24
16.46
47.86
m2
0.02
1.73
1.23
18.98
21.94
63.82
m2
0.03
2.17
1.54
23.73
27.44
79.77
m2
0.03
2.60
1.84
28.48
32.92
95.73
m2
0.04
3.47
2.46
37.97
43.90
127.64
R4.1.4
R4.1.4.01
R4.1.5
R4.1.5.01
R4.1.6
R4.1.6.01
R4.1.7
R4.1.7.01
R4.1.8
R4.1.8.01
307
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R4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R4.4
R4.4.2
R4.4.2.01
R4.4.2.02
m2
m2
0.06
0.06
2.76
2.76
1.43
1.85
4.19
4.61
5.57
6.55
R4.4.3
R4.4.3.01
R4.4.3.02
R4.4.3.03
R4.4.3.04
R4.4.3.05
m2
m2
m2
m2
m2
0.06
0.07
0.07
0.07
0.09
2.76
3.22
3.22
3.22
4.13
1.98
3.62
2.23
2.42
2.61
4.74
6.84
5.45
5.64
6.74
7.58
7.66
8.56
9.36
9.92
R4.4.4
R4.4.4.01
R4.4.4.02
m2
m2
0.09
0.10
4.13
4.59
2.87
2.94
7.00
7.53
10.89
11.37
R4.4.5
R4.4.5.01
R4.4.5.02
m2
m2
0.10
0.10
4.59
4.59
3.67
3.85
8.26
8.44
13.93
14.88
R4.6
R4.6.1
R4.6.1.01
Tonne
11.70
537.38
126.48
662.18
1,326.04
1,732.89
R4.6.2
R4.6.2.01
Tonne
9.70
445.52
104.86
643.84
1,194.22
1,728.97
R4.6.3
R4.6.3.01
Tonne
7.00
321.51
75.67
618.13
1,015.31
1,723.69
R4.6.4
R4.6.4.01
Tonne
6.30
289.36
68.10
602.96
960.42
1,722.32
R4.6.5
R4.6.5.01
Tonne
5.30
243.43
57.29
569.87
870.59
1,720.37
R4.6.6
R4.6.6.01
Tonne
5.00
229.65
54.05
569.87
853.57
1,719.78
R4.7
R4.7.1
R4.7.1.01
Tonne
11.70
537.38
126.48
662.18
1,326.04
1,732.89
R4.7.2
R4.7.2.01
Tonne
9.70
445.52
104.86
643.84
1,194.22
1,728.97
R4.7.3
R4.7.3.01
Tonne
7.00
321.51
75.67
618.13
1,015.31
1,723.69
R4.7.4
R4.7.4.01
Tonne
6.30
289.36
68.10
602.96
960.42
1,722.32
R4.7.5
R4.7.5.01
Tonne
5.30
243.43
57.29
569.87
870.59
1,720.37
R4.7.6
R4.7.6.01
Tonne
5.00
229.65
54.05
569.87
853.57
1,719.78
308
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R4
Labour
Hours
R4.8
R4.8.1
R4.8.1.01
R4.8.1.02
R5
R5.1
Longitudinal joints
R5.1.4
R5.1.4.01
R5.1.5
R5.1.5.01
R5.1.6
R5.1.6.01
R5.1.7
R5.1.7.01
Materials
Net
Unit
Net
CO 2
Kg
0.01
0.01
0.27
0.27
0.68
1.68
0.95
1.95
0.55
0.55
0.47
21.63
5.17
26.80
7.23
0.47
21.63
6.69
28.32
10.00
0.47
21.63
8.51
30.14
13.30
0.47
21.63
10.33
31.96
16.60
0.54
24.94
15.71
40.65
8.92
0.54
24.94
17.10
42.04
8.96
0.54
24.94
23.77
48.71
9.74
Expansion joints
R5.2.4
R5.2.4.01
R5.2.4.03
Plant
Net
m2
m2
R5.2
R5.2.4.02
Labour
Net
309
CESSM3_Full Book.indd 309
R5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R5.2
Expansion joints
R5.2.4
R5.2.4.04
0.54
24.94
29.48
54.42
10.73
0.54
24.94
19.45
44.39
12.21
0.54
24.94
25.91
50.85
16.59
0.54
24.94
32.12
57.06
20.92
0.51
23.42
5.17
28.59
7.23
0.51
23.42
7.39
30.81
7.29
0.51
23.42
9.62
33.04
7.35
R5.2.5
R5.2.5.01
R5.2.6
R5.2.6.01
R5.2.7
R5.2.7.01
R5.3
Contraction joints
R5.3.4
R5.3.4.01
R5.3.4.02
R5.3.4.03
310
23/08/2010 16:49:42
R5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R5.3
Contraction joints
R5.3.5
R5.3.5.01
0.51
23.42
6.69
30.12
10.00
0.51
23.42
8.51
31.93
13.30
0.51
23.42
10.33
33.75
16.60
R5.3.6
R5.3.6.01
R5.3.7
R5.3.7.01
R5.4
Warping joints
R5.4.4
R5.4.4.01
0.51
23.42
5.17
28.59
7.23
0.51
23.42
6.78
30.20
10.50
0.51
23.42
8.70
32.12
14.42
0.51
23.42
10.65
34.07
18.44
R5.4.5
R5.4.5.01
R5.4.6
R5.4.6.01
R5.4.7
R5.4.7.01
311
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R5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R5.6
Construction joints
R5.6.4
R5.6.4.01
0.47
21.63
3.39
25.02
7.18
0.47
21.63
4.91
26.54
9.95
0.47
21.63
6.73
28.36
13.25
0.47
21.63
8.55
30.18
16.55
R5.6.5
R5.6.5.01
R5.6.6
R5.6.6.01
R5.6.7
R5.6.7.01
R6
R6.1
Precast concrete kerbs, BS 7263; Part 1 figure 1(b), (c) and (d)
R6.1.1
R6.1.1.01
m
m
m
0.16
0.16
0.13
6.74
6.74
5.47
9.82
14.76
7.05
16.56
21.50
12.52
32.93
47.61
19.86
0.26
10.95
15.54
26.49
48.71
0.21
8.84
15.54
24.38
48.71
0.16
6.74
15.54
22.28
48.71
0.26
10.95
10.43
21.38
33.90
0.21
8.84
10.43
19.27
33.90
0.16
6.74
10.43
17.17
33.90
0.23
9.69
8.15
17.84
37.26
0.18
7.58
8.15
15.73
37.26
0.13
5.47
8.15
13.62
37.26
R6.1.1.02
R6.1.1.03
R6.1.2
R6.1.2.01
R6.1.2.02
R6.1.2.03
R6.1.2.04
R6.1.2.05
R6.1.2.06
R6.1.2.07
R6.1.2.08
R6.1.2.09
312
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R6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R6.1
Precast concrete kerbs, BS 7263; Part 1 figure 1 (b), (c) and (d)
R6.1.3
R6.1.3.01
Quadrants
Including concrete bed and backing;
grade7.5, 20mm aggregate;
455 x 455 x 255mm
as above; 455 x 455 x 105mm
as above; 305 x 305 x 255mm
as above; 305 x 305 x 150mm
Nr
Nr
Nr
Nr
0.16
0.16
0.14
0.14
6.74
6.74
5.90
5.90
16.86
13.80
14.99
13.66
23.59
20.54
20.89
19.56
48.52
38.36
27.02
22.32
R6.1.4.02
R6.1.4.03
Drops
Including concrete bed and backing
grade 7.5, 20mm aggregate; 125 x
255mm
as above; 125 x 175mm
as above; 125 x 150mm
Nr
Nr
Nr
0.14
0.14
0.14
5.90
5.90
5.90
10.01
9.92
9.80
15.91
15.82
15.70
27.83
23.02
21.51
R6.2
Precast concrete kerbs to, BS 7263; part 1 figure 1 (a) and (e)
R6.2.1
R6.2.1.01
m
m
0.13
0.16
5.47
6.74
16.06
9.93
21.53
16.67
34.61
33.13
0.26
10.95
15.54
26.49
48.71
0.21
8.84
15.54
24.38
48.71
0.16
6.74
15.54
22.28
48.71
0.26
10.95
10.43
21.38
33.90
0.21
8.84
10.43
19.27
33.90
0.16
6.74
10.43
17.17
33.90
R6.1.3.02
R6.1.3.03
R6.1.3.04
R6.1.4
R6.1.4.01
R6.2.1.02
R6.2.2
R6.2.2.01
R6.2.2.02
R6.2.2.03
R6.2.2.04
R6.2.2.05
R6.2.2.06
R6.3
R6.3.1
R6.3.1.01
m
m
0.16
0.16
6.74
6.74
14.76
9.93
21.50
16.67
47.61
33.13
0.26
10.95
15.54
26.49
48.71
R6.3.2.02
0.21
8.84
15.54
24.38
48.71
R6.3.2.03
0.16
6.74
15.54
22.28
48.71
0.26
10.95
10.43
21.38
33.90
0.21
8.84
10.43
19.27
33.90
0.16
6.74
10.43
17.17
33.90
R6.3.1.02
R6.3.2
R6.3.2.01
R6.3.2.04
R6.3.2.05
R6.3.2.06
313
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R6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
R6.4
R6.4.1
R6.4.1.01
0.16
6.74
9.90
16.64
33.95
0.26
10.95
10.45
21.40
34.79
0.21
8.84
10.45
19.29
34.79
0.16
6.74
10.45
17.19
34.79
R6.4.2
R6.4.2.01
R6.4.2.02
R6.4.2.03
R6.5
Precast concrete edgings, BS 7263; Part 1 figure 1 (m), (n) and (p)
R6.5.1
R6.5.1.01
0.09
3.71
5.01
8.72
13.94
R6.5.1.02
R6.5.1.03
R6.5.1.04
R6.5.1.05
R6.5.1.06
m
m
m
m
m
0.09
0.10
0.09
0.09
0.10
3.87
4.08
3.71
3.87
4.08
5.55
6.04
5.01
6.43
5.70
9.42
10.12
8.72
10.30
9.78
15.25
16.70
13.94
15.25
16.70
R6.5.2
R6.5.2.01
0.10
4.21
5.60
9.81
16.75
m2
m2
m2
m2
0.08
0.10
0.12
0.17
3.37
4.21
5.05
7.16
11.82
9.76
9.04
8.31
15.19
13.97
14.09
15.47
23.95
24.64
24.06
24.06
m2
m2
m2
0.10
0.12
0.14
4.21
5.05
5.90
12.11
10.04
9.52
16.32
15.09
15.42
24.75
25.44
25.40
R7
R7.8
R7.8.2
R7.8.2.01
Depth: 30 - 60mm
BS 7263, natural finish; on
mortar dabs in cement lime mortar
(1:1:6); Close butt joints; 600 x 450 x
50mm thick
as above; 600 x 600 x 50mm thick
as above; 600 x 750 x 50mm thick
as above; 600 x 900 x 50mm thick
BS 7263, natural finish; on
mortar dabs in cement lime mortar
(1:1:6); Pointing 10mm joints in
cement lime mortar (1:1:6); 600 x 450
x 50mm thick
as above; 600 x 600 x 50mm thick
as above; 600 x 750 x 50mm thick
R7.8.2.02
R7.8.2.03
R7.8.2.04
R7.8.2.05
R7.8.2.06
R7.8.2.07
314
23/08/2010 16:49:58
R7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.18
7.58
8.79
16.37
25.40
m2
m2
m2
m2
0.08
0.11
0.12
0.17
3.37
4.63
5.05
7.16
18.08
15.60
14.47
12.89
21.45
20.23
19.52
20.05
24.75
25.44
25.40
25.40
m2
m2
m2
m2
0.10
0.12
0.14
0.18
4.21
5.05
5.90
7.58
13.54
11.62
10.30
9.34
17.75
16.67
16.20
16.92
29.49
30.90
30.31
30.31
m2
m2
m2
m2
0.12
0.14
0.16
0.20
5.05
5.90
6.74
8.42
14.11
12.00
10.88
9.92
19.16
17.90
17.62
18.34
31.10
31.98
31.92
31.92
m2
m2
m2
m2
0.10
0.12
0.14
0.18
4.21
5.05
5.90
7.58
24.44
20.76
18.91
17.34
28.65
25.81
24.81
24.92
31.10
30.90
31.92
31.92
22.20
8.18
Unit
R7.8
R7.8.2
R7.8.2.08
R7.8.2.09
Depth: 30 - 60mm
as previous item; 600 x 900 x 50mm thick
BS 7263, buff finish; on
mortar dabs in cement lime mortar
(1:1:6); Pointing 10mm joints in
cement lime mortar (1:1:6); 600 x 450
x 50mm thick
as above; 600 x 600 x 50mm thick
as above; 600 x 750 x 50mm thick
as above; 600 x 900 x 50mm thick
R7.8.2.10
R7.8.2.11
R7.8.2.12
R7.8.3.10
R7.8.3.11
R7.8.3.12
Depth: 60 - 100mm
BS 7263, natural finish; on
mortar dabs in cement lime mortar
(1:1:6); Close butt joints; 600 x 450 x
63mm thick
as above; 600 x 600 x 63mm thick
as above; 600 x 750 x 63mm thick
as above; 600 x 900 x 63mm thick
BS 7263, natural finish; on
mortar dabs in cement lime mortar
(1:1:6); Pointing 10mm joints in
cement lime mortar (1:1:6); 600 x 450
x 63mm thick
as above; 600 x 600 x 63mm thick
as above; 600 x 750 x 63mm thick
as above; 600 x 900 x 63mm thick
BS 7263, buff finish; on
mortar dabs in cement lime mortar
(1:1:6); Pointing 10mm joints in
cement lime mortar (1:1:6); 600 x 450
x 63mm thick
as above; 600 x 600 x 63mm thick
as above; 600 x 750 x 63mm thick
as above; 600 x 900 x 63mm thick
R8
Ancillaries
Note(s):
The following rates have been based on those provided by a specialist sub-contractor and are
supplied as guide prices ony.
R8.2
Surface markings
R8.2.2
R8.2.2.01
R7.8.3
R7.8.3.01
R7.8.3.02
R7.8.3.03
R7.8.3.04
R7.8.3.05
R7.8.3.06
R7.8.3.07
R7.8.3.08
R7.8.3.09
Nr
0.10
4.21
315
CESSM3_Full Book.indd 315
4.42
13.57
Kg
R8
Ancillaries continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.33
14.02
14.72
6.80
35.54
39.04
0.17
7.03
7.38
4.08
18.49
21.33
m
m
0.01
0.01
0.29
0.34
0.31
0.35
0.34
0.74
0.94
1.43
1.34
1.40
m
m
0.01
0.01
0.29
0.34
0.31
0.35
0.34
0.76
0.94
1.45
1.34
1.49
m
m
0.01
0.01
0.34
0.42
0.35
0.44
0.34
0.74
1.03
1.60
1.40
1.53
Unit
R8.2
Surface markings
R8.2.3
R8.2.3.01
R8.2.3.02
R8.2.4
R8.2.4.01
R8.2.4.02
R8.2.4.03
R8.2.4.04
Continuous lines
To tarmac; 100mm wide
as above; 200mm wide
Continuous lines; to concrete; one
coat bituminous tack coat; 100mm
wide
as above; 200mm wide
R8.2.5
R8.2.5.01
R8.2.5.02
Intermittent lines
To tarmac; 100mm wide
as above; 200mm wide
Kg
316
23/08/2010 16:50:03
CLASS S:
RAILTRACK
23/08/2010 16:50:03
23/08/2010 16:50:03
Qty
1
1
1
Rate
x
x
x
16.99
12.56
13.53
1
1
1
x
x
x
16.68
14.34
17.93
1
1
0.5
x
x
x
14.34
12.56
13.53
1
4
0.25
1
0.5
x
x
x
x
x
14.34
12.56
13.53
16.99
16.68
1
1
1
5
x
x
x
x
13.53
16.99
14.34
12.56
1
4
2
x
x
x
17.93
16.68
12.56
1
3
x
x
16.99
12.56
1
3
1
x
x
x
16.99
12.56
16.68
2
2
4
319
CESSM3_Full Book.indd 319
x
x
x
73.13
33.03
35.81
Total
=
=
=
16.99
12.56
13.53
43.08
=
=
=
16.68
14.34
17.93
48.95
=
=
=
14.34
12.56
6.77
33.67
=
=
=
=
=
14.34
50.24
3.38
16.99
8.34
93.29
=
=
=
=
13.53
16.99
14.34
62.80
107.66
=
=
=
17.93
66.73
25.12
109.78
=
=
16.99
37.68
54.67
=
=
=
16.99
37.68
16.68
71.35
=
=
=
146.26
66.07
143.23
355.56
8
8
32
2
2
x
x
x
x
x
39.59
39.59
35.81
73.13
33.03
1
2
x
x
12.56
14.34
1
3
x
x
12.56
16.68
=
=
=
=
=
316.72
316.72
1,145.86
146.26
66.07
1,991.63
=
=
12.56
28.68
41.24
=
=
12.56
50.05
62.61
=
=
41.41
24.30
65.71
169.04
169.04
=
=
3.27
28.68
31.95
Plant
P A1124ICE
1
0.5
x
x
41.41
48.61
56.35
1
1
x
x
3.27
28.68
1
1
x
x
37.36
2.47
=
=
37.36
2.47
1
1
1
1
x
x
x
x
43.29
28.68
10.81
0.35
=
=
=
=
43.29
28.68
10.81
0.35
3
2
1
1
0.25
1
x
x
x
x
x
x
1.25
0.71
2.47
3.52
41.78
14.95
1
1
1
90
70
1
x
x
x
x
x
x
33.98
2.74
2.36
0.08
0.08
15.10
122.96
=
=
=
=
=
=
3.74
1.41
2.47
3.52
10.45
14.95
36.54
=
=
=
=
=
=
33.98
2.74
2.36
7.15
5.56
15.10
66.89
320
23/08/2010 16:50:03
1.24
1
1
1
1
1
72
50
1
x
x
x
x
x
x
x
x
33.98
2.74
23.52
1.69
2.75
0.08
0.08
2.04
2
20
5
x
x
x
21.48
4.96
3.55
20
5
4
x
x
x
4.96
3.55
48.61
Power wash
Air Hose - 1 inch - 15m length
Air Pump
1
1
321
CESSM3_Full Book.indd 321
x
x
0.35
1.03
1.24
1.24
=
=
=
=
=
=
=
=
33.98
2.74
23.52
1.69
2.75
5.72
3.97
2.04
76.41
=
=
=
42.97
99.13
17.74
159.84
=
=
=
99.13
17.74
194.43
311.30
=
=
0.35
1.03
1.38
Class S - Railtrack
Note(s):
1) The prices are applicable to sites based in an average UK location, where total track work involved exceeds
2000 linear metres.
2) The prices assume that the track to be railed is adjacent to an existing track that is under
possession from which locomotives and other plant can operate.
3) The prices assume that the works will be carried out under a series of possession arrangements
of a typical 29 hour duration Sunday 0001 to Monday 0500.
4) Excluded from the prices are any allowances for:- design of the works
- follow up tamping and removal of temporary speed restrictions
- forming access to the works and removal on completion
- site welfare and accommodation facilities
- non-working supervision staff e.g. site managers, Agents, contract manager etc.
- other items of costs normally allowed for in the General Items section of a Tender
- overheads and profit
5) Possession, protection and isolation costs have been separately identified and are not included
inb other items of work.
6) Tipping charges have not been included in the disposal rates due to the wide variation in prices
from tip to tip.
7) Landfill Tax has not been included in the disposal rates as this is dependent on the nature of
the material and statutory adjustment.
S1
Track Foundations
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m3
m3
0.01
0.01
3.91
3.91
8.09
8.09
24.34
27.27
36.34
39.27
11.67
11.67
m3
m3
0.01
0.01
21.91
21.91
4.32
4.32
24.34
27.27
50.57
53.50
9.00
9.00
m2
m2
m2
m2
0.00
0.00
0.00
0.00
0.36
0.71
0.36
0.71
2.49
3.74
2.49
3.74
2.73
4.11
2.65
3.99
5.58
8.56
5.50
8.44
1.86
2.79
1.86
2.79
m3
0.02
0.82
0.68
1.50
0.55
Unit
S1.1
Bottom ballast
S1.1.1
S1.1.1.01
S1.1.1.02
S1.2
Top ballast
S1.2.1
S1.2.1.01
S1.2.1.02
S1.4
Blankets
S1.4.1
S1.4.1.01
S1.4.1.02
S1.4.1.03
S1.4.1.04
Imported material
Granular stone thickness: 100mm
Granular stone thickness: 150mm
Granular sand thickness: 100mm
Granular sand thickness: 150mm
S1.5
S1.5.1
S1.5.1.01
Polythene sheet;
1200 gauge
Kg
322
23/08/2010 16:50:05
S2
Taking Up
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
S2.1
Bullhead rails
S2.1.1
S2.1.1.01
Plain track
Take up, strip into component parts
and stack in designated area for
subsequent disposal; Plain fishplated
Bullhead rails on timber sleepers
0.10
11.12
14.26
25.38
9.12
0.11
12.23
15.68
27.91
10.03
Nr
10.00
1,112.10
1,425.60
2,537.70
912.11
Turnouts
Take up; turnout design C20 of
Bullhead on timbers, strip into
component parts and stack in
designated areas for disposal
Nr
20.00
2,224.20
2,851.20
5,075.40
1,824.22
Diamond crossings
Take up, strip into component parts
and stack in designated area for
subsequent disposal; Diamond
crossing of Bullhead rails on timbers
Nr
10.00
1,112.10
1,425.60
2,537.70
912.11
Nr
3.00
333.63
427.68
761.31
273.63
S2.1.1.02
S2.1.1.03
S2.1.4
S2.1.4.01
S2.1.5
S2.1.5.01
S2.8
Sundries
S2.8.1
S2.8.1.01
Buffer stops
Take up buffer stops of steel rail and
timber construction, weight approx
2.5 tonnes and stack in designated
areas for disposal
S4
Supplying
S4.1
Bullhead rails
S4.1.1
S4.1.1.01
Mass: 40 - 50Kg/m
Rails for jointed or welded track; new
perfect quality BS95R section Bullhead
rail in main lengths of 18.288m
manufactured in accordance with BS9,
both ends to be drilled for fish bolts
Tonne
961.00
961.00
1,780.00
Tonne
961.00
961.00
1,780.00
S4.1.1.02
323
CESSM3_Full Book.indd 323
S4
Supplying continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
S4.2
S4.2.5
S4.2.5.01
Tonne
746.00
746.00
1,780.00
Tonne
746.00
746.00
1,780.00
Tonne
746.00
746.00
1,780.00
Tonne
746.00
746.00
1,780.00
S4.2.5.02
S4.2.5.03
S4.6
Twist rails
S4.6.5
S4.6.5.01
S4.7
Sleepers
S4.7.1
S4.7.1.01
Timber
Softwood timber sleepers, new French
Maritime Pine, 250 x 125 x 2600mm
long
Hardwood timber sleepers, new
Western Australian Jarrah, 250 x 130 x
2600mm long
Nr
24.45
24.45
18.65
Nr
37.00
37.00
25.82
Concrete
Concrete sleepers, type 'F27' including
malleable iron cast in shoulders
Nr
33.00
33.00
0.83
Nr
30.00
30.00
6.27
S4.7.1.02
S4.7.2
S4.7.2.01
S4.8
Sundries
S4.8.1
S4.8.1.01
Chairs
Cast iron chairs, new 'S1' pattern with
3nr. 25mm dia x 160mm long
galvanised chairscrews, 3 nr. plastic
ferrules and new spring steel key
324
23/08/2010 16:50:10
S4
Supplying continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
S4.8
Sundries
S4.8.1
S4.8.1.02
Chairs
Cast iron chairs, new 'CC' pattern
50mm FWC with 4nr. 25mm dia x
160mm long galvanised chairscrews, 4
nr. plastic ferrules, new spring steel
and new oak keys
Nr
55.00
55.00
9.55
S4.8.2
S4.8.2.01
Baseplates
Cast iron baseplates, new 'Pan 6'
pattern with 5mm thick resilient rail
pad, 3nr. 25mm dia x 160mm long
galvanised chairscrews, 3 nr. plastic
ferrules, 2 nr. 'Pandrol' rail clips and
nylon insulators
Nr
40.00
40.00
8.12
S4.8.2.02
Nr
42.00
42.00
9.07
Nr
56.50
56.50
11.33
Panrol fishplates
New 'Pandrol' rail clips and nylon
insulator for F27 concrete sleepers
Nr
43.00
43.00
13.53
Plain fishplates
Set comprising 2nr. steel four hole
skirted pattern fishplates for BS95R
section rail and 4nr. standard pattern
fishbolts with nuts and washers
Nr
45.00
45.00
7.57
Nr
55.00
55.00
8.90
Nr
115.00
115.00
16.02
Insulated fishplates
Set comprising 2nr. four hole steel
billet type insulated fishplates for
jointing BS95R section rail with 4nr.
25mm dia. high tensile steel bolts with
nuts and washers and 1nr. end post
Nr
155.00
155.00
22.25
S4.8.2.03
S4.8.3
S4.8.3.01
S4.8.4
S4.8.4.01
S4.8.4.02
S4.8.4.03
S4.8.5
S4.8.5.01
325
CESSM3_Full Book.indd 325
S4
Supplying continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
S4.8
Sundries
S4.8.5
S4.8.5.02
Insulated fishplates
Set comprising 2nr. four hole steel
billet type insulated fishplates for
jointing BS113 'A' section rail with 4nr.
25mm dia. high tensile steel bolts with
nuts and washers and 1nr. end post
Nr
140.00
140.00
17.80
Nr
140.00
140.00
17.80
S4.8.5.03
S5
Supplying
S5.1
Turnouts
S5.1.1
Plain Line Materials; Track Assemblies; Switches and Crossings; standard assemblies complete with all
associated closure and check rails and all fittings
BR design, B8, manufactured from
new perfect quality BS95R Bullhead
rail, set on new 300 x 150mm section
Douglas Fir softwood timbers
Nr
16,200.00
16,200.00
2,937.00
Nr
18,100.00
18,100.00
2,848.00
Nr
25,000.00
25,000.00
3,560.00
Nr
27,500.00
27,500.00
4,450.00
152,750.00
14,685.00
110,000.00
10,324.00
S5.1.1.01
S5.1.1.02
S5.1.1.03
S5.1.1.04
S5.2
Diamond crossings
S5.2.1
Plain Line Materials; Track Assemblies; Switches and Crossings; standard assemblies complete with all
associated closure and check rails and all fittings
BR design, angle 1 in 4, manufactured
from new perfect quality BS95R
Bullhead rail, set on new 300 x
150mm section Douglas Fir softwood
timbers
Nr
152,750.00
BR Vertical design, angle 1 in 4
manufactured from new perfect quality
BS113 'A' flat bottom rail, set on 300 x
130mm section Jarrah hardwood
timbers
Nr
110,000.00
S5.2.1.01
S5.2.1.02
326
23/08/2010 16:50:18
S6
Laying
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.50
55.60
32.54
88.14
26.03
0.75
83.41
48.81
132.22
39.05
0.33
36.70
21.48
58.18
17.18
0.25
27.80
16.27
44.07
13.02
0.25
27.80
16.27
44.07
13.02
Nr
20.00
2,224.20
1,301.60
3,525.80
1,041.28
Nr
24.00
2,669.04
1,561.92
4,230.96
1,249.54
Nr
24.00
2,669.04
1,561.92
Nr
24.00
2,669.04
1,561.92
4,230.96
Special
Net
4,230.96
1,249.54
CO 2
1,249.54
Kg
Nr
250.00
Unit
S6.1
Bullhead rails
S6.1.1
S6.1.1.01
Plain track
Plain fishplated track, type BS95R
Bullhead rail on softwood timber
sleepers
Plain welded track, type BS95R
Bullhead rail on softwood timber
sleepers
Guard rail, type BS95R Bullhead rail
fixed to BS95R Bullhead track
S6.1.1.02
S6.1.1.03
S6.1.2
S6.1.2.01
S6.1.2.02
S6.1.4
S6.1.4.01
S6.1.4.02
S6.1.5
S6
S6.1.5.01
S6.1.5.02
S6.1
Bullhead rails
S6.1.7
S6.1.7.01
Welded joints
Thermit welds; by the SKV process
BS95R Bullhead rail
327
CESSM3_Full Book.indd 327
Kg
S6
Laying continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.50
55.60
32.54
88.14
26.03
0.50
55.60
32.54
88.14
26.03
0.75
83.41
48.81
132.22
39.05
0.75
83.41
48.81
132.22
39.05
0.33
36.70
21.48
58.18
17.18
Unit
S6.2
S6.2.1
S6.2.1.01
Plain track
Plain fishplated track, type BS113 'A'
Flat bottom rail on hardwood timber
sleepers
Plain fishplated track, type BS113 'A'
Flat bottom rail on concrete sleepers
S6.2.1.02
S6.2.1.03
S6.2.1.04
S6.2.1.05
S6.2.2
S6.2.2.01
S6.2.2.02
S6.2.4
S6.2.4.01
S6.2.4.02
S6.2.5
S6
S6.2.5.01
Kg
0.25
27.80
16.27
44.07
13.02
0.25
27.80
16.27
44.07
13.02
Turnouts
Standard turnout, Bv8, type BS113 'A'
rail on hardwood timbers
Nr
24.00
2,669.04
1,561.92
4,230.96
1,249.54
Nr
32.00
3,558.72
2,082.56
5,641.28
1,666.05
Nr
32.00
3,558.72
2,082.56
Special
Net
5,641.28
CO 2
1,666.05
Kg
Nr
250.00
Diamond crossings
Laying
continued...
S6.2
S6.2.7
S6.2.7.01
Welded joints
Thermit welds; by the SKV process
BS113 'A' Flat bottom rail
328
23/08/2010 16:50:24
CLASS T:
TUNNELS
23/08/2010 16:50:24
23/08/2010 16:50:24
Class T - Tunnels
Qty
1
1
1
Rate
x
x
x
16.99
12.56
13.53
1
0.5
x
x
14.34
14.34
1
1
1
x
x
x
16.68
14.34
17.93
1
4
0.25
1
0.5
x
x
x
x
x
14.34
12.56
13.53
16.99
16.68
1
1
1
x
x
x
16.99
12.56
16.68
x
x
16.99
12.56
1
2
x
x
14.34
16.68
2
1
1
4
1
331
CESSM3_Full Book.indd 331
x
x
x
x
x
14.34
16.99
13.53
39.86
16.68
Total
=
=
=
16.99
12.56
13.53
43.08
=
=
14.34
7.17
21.51
=
=
=
16.68
14.34
17.93
48.95
=
=
=
=
=
14.34
50.24
3.38
16.99
8.34
93.29
=
=
=
16.99
12.56
16.68
46.23
=
=
339.72
376.81
716.53
=
=
14.34
33.37
47.71
=
=
=
=
=
28.68
16.99
13.53
159.45
16.68
235.33
Class T - Tunnels
Plant
P A1035ICE
1
1
0.25
x
x
x
0.57
0.48
45.36
=
=
=
0.57
0.48
11.34
12.39
=
=
=
1.89
0.57
0.48
2.94
=
=
=
4.58
14.95
2.47
22.00
=
=
=
=
=
=
3.74
1.41
2.47
3.52
10.45
14.95
36.54
Grout Hole Plant Gang (Grouting rock or other artificial hard material)
Anchor Drilling Rig (Rock)
1
x
79.67
Compressor - 480 cfm
1
x
18.85
Bowsers (250 gallon water / fuel)
1
x
0.88
Grouting Rig (Anchorage Items)
1
x
9.84
=
=
=
=
79.67
18.85
0.88
9.84
109.24
=
=
=
=
73.74
18.85
0.88
9.84
103.31
=
=
=
=
4.18
3.52
26.80
56.27
90.77
=
=
=
=
4.18
3.52
26.80
56.27
90.77
1
1
1
x
x
x
1.89
0.57
0.48
1
1
1
x
x
x
4.58
14.95
2.47
P C0012ICE
P C0014ICE
3
2
1
1
0.25
1
1
1
1
1
x
x
x
x
x
x
x
x
x
x
1.25
0.71
2.47
3.52
41.78
14.95
73.74
18.85
0.88
9.84
1
1
1
1
x
x
x
x
4.18
3.52
26.80
56.27
1
1
1
1
x
x
x
x
4.18
3.52
26.80
56.27
332
23/08/2010 16:50:24
Class T - Tunnels
Class T - Tunnels
Note(s):
The following prices are specialist guide prices only for use in preliminary approximate estimating.
In accordance with common practice in tunnelling all diameters referred to are internal diameter
of segments. Rates quoted are average rates only and can vary considerably according to
conditions prevailing on particular contracts, e.g. ground conditions, hardness of rocks, lengths of
tunnels, size of contract etc. Rates quoted are for either hand-working or machine working,
with the use of tunnel shields where necessary. The following works are not priced separately,
their costs are included in the rates:
1) Temporary supports to excavations.
2) Keeping excavations free from water
3) Working around and supporting services.
4) Any intermediate shafts required
5) Use of tunnel shield where necessary
6) Interruption of works required to carry out survey and inspection checks
7) Construction and removal of temporary shaft rings
8) Breaking through linings at shaft/tunnel or shaft/heading intersections.
The grouting up of tunnels and shafts is included in the items excavated surfaces. The rates quoted
allow for a norminal 8.50 per m3 to cover the disposal of surplus excavated material off site. This figure
excludes landfill tax which should be added at the relevant level.
Compressed air working will increase the rates quoted according to the project.
T1
Excavation
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
T1.1
Tunnels in rock
T1.1.1
T1.1.1.01
T1.1.1.02
T1.1.1.03
m3
m3
m3
0.90
0.85
0.70
255.22
243.45
208.15
375.38
367.66
332.11
630.60
611.11
540.26
84.67
109.50
125.40
T1.1.2
T1.1.2.01
Stated diameter: 2 - 3m
Diameter: 3m
m3
0.50
161.09
330.97
492.06
227.81
T1.2
T1.2.1
T1.2.1.01
m3
0.45
149.32
213.69
363.01
78.39
m3
0.43
143.44
209.01
352.45
101.46
m3
0.35
125.79
192.24
318.03
123.07
m3
0.25
102.26
201.63
303.89
234.01
m3
2.00
64.59
166.85
231.44
125.42
T1.2.1.02
T1.2.1.03
T1.2.2
T1.2.2.01
Stated diameter: 2 - 3m
In generally soft material; Diameter:
3m
T1.3
Shafts in rock
T1.3.2
T1.3.2.01
Stated diameter: 2 - 3m
Diameter: 3m
333
CESSM3_Full Book.indd 333
Class T - Tunnels
T1
Excavation continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
T1.3
Shafts in rock
T1.3.3
T1.3.3.01
T1.3.3.02
Stated diameter: 3 - 4m
Diameter: 3.3m
Diameter: 3.6m
m3
m3
1.80
1.60
58.13
51.67
150.17
133.48
208.30
185.15
112.88
100.34
T1.3.4
T1.3.4.01
Stated diameter: 4 - 5m
Diameter: 4.5m
m3
1.40
45.21
116.80
162.01
87.79
T1.4
T1.4.2
T1.4.2.01
Stated diameter: 2 - 3m
In generally soft material; Diameter:
3m
m3
0.70
30.16
101.40
131.56
72.56
T1.4.3
T1.4.3.01
T1.4.3.02
T1.4.4
T1.4.4.01
Stated diameter: 3 - 4m
In generally soft material; Diameter:
3.3m
In generally soft material; Diameter:
3.6m
m3
0.60
25.85
86.91
112.76
62.20
m3
0.60
25.85
86.91
112.76
62.20
Stated diameter: 4 - 5m
In generally soft material; Diameter:
4.5m
m3
0.50
21.54
72.43
93.97
51.83
T1.5
T1.5.1
T1.5.1.01
m3
0.90
211.80
302.13
513.93
21.67
T1.5.4
T1.5.4.01
Stated diameter: 4 - 5m
Diameter: 4.5m
m3
6.50
150.60
295.09
445.69
292.05
T1.6
T1.6.1
T1.6.1.01
m3
0.45
105.90
134.79
240.69
9.75
Stated diameter: 4 - 5m
In generally soft material; Diameter:
4.5m
m3
1.00
43.08
129.75
172.83
85.39
m2
m2
0.05
0.05
2.31
2.31
5.46
5.46
13.50
10.00
21.27
17.77
31.98
33.17
m2
0.05
2.31
5.17
13.50
20.98
31.98
m2
0.05
2.31
5.17
10.00
17.48
33.17
T1.6.4
T1.6.4.01
T1.7
T1.7.1
T1.7.1.01
T1.7.1.02
Grouting
Cement grout
PFA/OPC (1:3) grout
T1.8
T1.8.1
T1.8.1.01
Grouting
In generally soft material; Cement
grout
In generally soft material; PFA/OPC
(1:3) grout
T1.8.1.02
334
23/08/2010 16:50:32
Class T - Tunnels
T2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m3
1.00
93.29
79.83
86.17
259.29
345.18
m2
1.10
102.62
87.81
86.17
276.60
348.50
m3
m2
0.52
0.58
25.31
28.54
16.22
18.33
5.71
8.56
47.24
55.43
5.77
6.68
m3
0.90
83.96
71.85
86.17
241.98
341.86
m3
0.90
83.96
71.85
86.17
241.98
341.86
m2
m2
0.75
0.83
36.72
40.78
23.56
26.18
5.71
8.56
65.99
75.52
6.99
7.99
m3
1.00
93.29
79.83
86.17
259.29
345.18
m3
1.10
102.62
87.81
86.17
276.60
348.50
m2
m2
0.75
0.83
36.72
40.78
23.56
26.18
5.71
8.56
65.99
75.52
6.99
7.99
Unit
T2.3
T2.3.1
T2.3.1.01
T2.4
T2.4.1
T2.4.1.01
T2.5
T2.5.1
T2.5.1.01
T2.5.1.02
T3
T3.3
T3.3.1
T3.3.1.01
T3.4
T3.4.1
T3.4.1.01
T3.5
T3.5.1
T3.5.1.01
T3.5.1.02
T4
T4.3
T4.3.1
T4.3.1.01
T4.4
T4.4.1
T4.4.1.01
T4.5
T4.5.1
T4.5.1.01
T4.5.1.02
335
CESSM3_Full Book.indd 335
Kg
Class T - Tunnels
T5
Note(s):
Segment prices may vary considerably according to size of contract, location and other contracts
in operation.
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
1.00
235.33
32.12
197.85
465.30
154.76
Nr
1.00
235.33
32.12
238.22
505.67
187.01
Unit
T5.1
T5.1.1
T5.1.1.01
T5.1.1.02
Kg
T5.7
Lining ancillaries
T5.7.1
T5.7.1.01
Nr
0.01
1.88
3.99
5.87
9.32
T5.7.2
T5.7.2.01
Nr
0.02
4.00
6.66
10.66
15.54
T5.7.4
T5.7.4.01
Nr
0.02
4.00
4.74
8.74
0.59
T6
T6.1
T6.1.3
T6.1.3.01
Stated diameter: 3 - 4m
Standard Bolted Segments; Diameter:
3.05m
Standard Bolted Segments; Diameter:
3.35m
Standard Bolted Segments; Diameter:
3.66m
T6.1.3.02
T6.1.3.03
T6.1.4
T6.1.4.01
Stated diameter: 4 - 5m
Standard Bolted Segments; Diameter:
4.57m
Nr
0.50
117.67
16.06
604.00
737.73
322.48
Nr
0.75
176.50
24.09
635.50
836.09
364.40
Nr
0.75
176.50
24.09
667.00
867.59
390.20
Nr
1.00
235.33
32.12
1,141.00
1,408.45
625.61
T7
T7.1
T7.1.3
T7.1.3.01
Stated diameter: 3 - 4m
Standard Bolted Segments; Diameter:
3.05m
Standard Bolted Segments; Diameter:
3.35m
Standard Bolted Segments; Diameter:
3.66m
T7.1.3.02
T7.1.3.03
T7.1.4
T7.1.4.01
Stated diameter: 4 - 5m
Standard Bolted Segments; Diameter:
4.57m
T8
T8.1
Rock bolts
T8.1.1
T8.1.1.01
Mechanical
Generally
Nr
0.75
176.50
24.09
604.00
804.59
323.55
Nr
1.00
235.33
32.12
635.50
902.95
365.46
Nr
1.25
294.16
40.15
667.00
1,001.31
392.33
Nr
1.50
353.00
48.18
1,141.00
1,542.18
627.74
0.05
11.77
0.29
20.00
32.06
4.72
336
23/08/2010 16:50:43
Class T - Tunnels
T8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
T8.1
Rock bolts
T8.1.2
T8.1.2.01
Mechanical grouted
Generally
0.05
11.77
0.29
28.81
40.87
5.55
T8.1.3
T8.1.3.01
Pre-grouted impacted
Generally
0.05
11.77
0.29
35.00
47.06
5.57
T8.1.4
T8.1.4.01
0.05
11.77
0.29
30.90
42.96
6.72
T8.1.5
T8.1.5.01
Chemical grouted
Generally
0.05
11.77
0.29
32.58
44.64
7.39
T8.1.6
T8.1.6.01
Chemically filled
Generally
0.05
11.77
0.29
41.77
53.83
8.28
T8.2
Internal support
T8.2.1
T8.2.1.01
Tonne
6.00
286.26
560.09
575.37
1,421.72
2,106.56
T8.2.2
T8.2.2.01
Tonne
1.50
353.00
136.17
489.17
82.25
T8.2.3
T8.2.3.01
m3
306.17
306.17
220.14
T8.2.4
T8.2.4.01
m3
2.00
284.29
15.35
299.64
3.10
T8.2.5
T8.2.5.01
Lagging: Backsheets
Generally
m2
0.05
11.77
8.97
20.74
20.95
T8.2.6
T8.2.6.01
m2
0.10
23.53
2.87
1.93
28.33
15.27
T8.2.7
T8.2.7.01
Mesh or link
Generally
m2
0.03
7.77
2.61
10.38
9.92
T8.3
Pressure grouting
T8.3.1
T8.3.1.01
Nr
0.22
23.58
185.21
815.45
1,024.24
227.77
T8.3.2
T8.3.2.01
Face packers
Generally
Nr
2.22
146.25
3.86
150.11
8.46
T8.3.4
T8.3.4.01
0.17
7.72
16.60
24.32
40.64
T8.3.5
T8.3.5.01
0.17
7.72
16.60
24.32
40.64
T8.3.6
T8.3.6.01
1.00
46.23
99.39
567.00
712.62
1,075.35
T8.4
Forward probing
T8.4.1
T8.4.1.01
Thickness: 40mm
Generally
0.20
9.25
19.88
29.13
48.67
337
CESSM3_Full Book.indd 337
23/08/2010 16:50:51
CLASS U:
23/08/2010 16:50:51
23/08/2010 16:50:51
Qty
1
4
2
Rate
x
x
x
17.93
16.68
12.56
4
3
341
CESSM3_Full Book.indd 341
x
x
16.68
12.56
Total
=
=
=
17.93
66.73
25.12
109.78
=
=
66.73
37.68
104.41
1) The hire, erection and dismantling of access and working scaffolding has not been allowed
for in the rates because it is usually included in the preliminaries as scaffolding is frequently
used by more than one trade. However if the user wishes to include for scaffolding a subcontract price for hire, erect and dismantle should be obtained as the cost varies with the
shape and height of the structure as well as the length of time the scaffolding is required.
2) Rates for brickwork assume a height not in excess of 10 metres; heights in excess of this
bear the following multiples of the labour element.
Height above ground
metres
Labour hours
multiple
0-10
1.00
10-15
1.10
15-20
1.25
20-25
1.50
3) Surface features are measured as part of the wall to which they belong, the voulme
having been enhanced by the appropriate amount. The additional work entailed measured as
a labour only item and should be added to the labour content of the wall.
4) Labour rates have been based on the following outputs. The reader will be able to increase
or decrease the labour element of the rate in accordance with his knowledge of the
circumstances applying.
Type of brickwork
45
50
60
65
70
40
both faces
35
5) It has been assumed that materials have been delivered to the point of placing and that water is freely available.
U1
Common Brickwork
Unit
U1.1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
0.26
28.33
15.42
43.75
97.04
m2
2
m
0.45
0.39
49.41
42.60
15.42
15.42
64.83
58.02
97.04
97.04
0.46
50.94
30.49
81.43
191.91
U1.2
342
23/08/2010 16:50:53
U1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
2
m
0.81
0.70
88.93
76.85
30.49
30.49
119.42
107.34
191.91
191.91
m2
0.59
64.78
44.06
108.84
278.05
0.79
86.73
61.45
148.18
386.73
U1.3.2
vertical curved walls
U1.3.2.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3); 327.5mm
thick; 5m mean radius
U1.3.2.02 as above; 10m mean radius
m
2
m
1.03
0.88
113.08
96.62
44.06
44.06
157.14
140.68
278.05
278.05
m
2
m
1.38
1.19
151.51
130.65
61.45
61.45
212.96
192.10
386.73
386.73
0.79
86.73
44.57
131.30
278.35
Unit
U1.2
U1.4
Kg
Thickness: 500mm - 1m
U1.4.1
vertical straight walls
U1.4.1.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3); 890mm thick
1.35
148.22
122.89
271.11
773.47
m2
m2
2.36
2.02
259.10
221.78
122.89
122.89
381.99
344.67
773.47
773.47
U1.4.3
battered straight walls
U1.4.3.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3); 890mm thick;
one face battered at an angle of 1:20
2.41
264.59
122.89
387.48
773.47
1.31
143.61
142.16
285.77
894.97
16.91
7.05
23.96
44.34
U1.5
Thickness: exceeding 1m
U1.5.1
vertical straight walls
U1.5.1.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3)
U1.6
215 x 215mm
U1.6.1
U1.6.1.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3)
0.15
343
CESSM3_Full Book.indd 343
U1
U1.6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
327.5 x 215mm
U1.6.2
U1.6.2.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3)
0.23
25.03
10.45
35.48
65.78
327.5 x 327.5mm
U1.6.3
U1.6.3.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3)
0.34
37.55
15.71
53.26
98.85
440 x 440mm
U1.6.4
U1.6.4.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3)
0.62
67.63
28.06
95.69
176.66
890 x 890mm
U1.6.5
U1.6.5.01 BS 3921; PC 230 per 1000 in
cement mortar (1:3)
1.13
124.50
110.75
235.25
697.23
0.06
6.59
2.43
9.02
15.25
0.20
21.96
21.96
U1.7.4
Band courses
U1.7.4.01 Projecting plain band set forward
25mm from wall face; 225mm high
flush pointing one side and top and
bottom of projection
0.03
3.29
3.29
0.03
3.29
3.83
7.12
23.90
0.12
13.17
43.64
56.81
273.45
Plinths
U1.7.7
U1.7.7.01 102.5mm thick; set forward 25mm
from wall face; 450mm high; flush
pointing face and top of projection
0.06
6.59
6.59
0.12
13.17
13.17
0.06
6.59
6.59
0.07
7.69
7.69
0.09
9.88
9.88
m2
0.10
10.98
10.98
U1.7
Surface features
U1.7.6
Pilasters
U1.7.6.01 attached to wall face; 215 x
112.5mm; flush pointing all faces
U1.7.6.02 attached to wall face; 890 x
327.5mm; flush pointing all faces
U1.7.8
Fair facings
U1.7.8.01 in stretcher bond including flush
pointing as the work proceeds
U1.7.8.02 in stretcher bond including
weatherstruck pointing as the work
proceeds
U1.7.8.03 in English bond including flush
pointing as the work proceeds
U1.7.8.04 in English bond including
weatherstruck pointing as the work
proceeds
344
23/08/2010 16:51:04
U1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.08
9.00
9.00
m2
0.08
9.22
9.22
m2
0.15
16.47
1.95
18.42
7.08
0.16
17.57
1.95
19.52
7.08
U1.8.1
Joint reinforcement
U1.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U1.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
U1.8.2
Damp proof courses
U1.8.2.01 Bitumen damp proof course to, BS
743, Table 1; 100mm laps in cement
mortar (1:3); pointing where
exposed; Hessian based; reference
'A'; horizontal; 115mm wide
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
Unit
U1.7
Surface features
Fair facings
U1.7.8
U1.7.8.05 in Flemish bond including flush
pointing as the work proceeds
U1.7.8.06 in Flemish bond including
weatherstruck pointing as the work
proceeds
U1.7.8.07 in stretcher bond including raking out
joints and flush repointing with
coloured gauged mortar
U1.7.8.08 in stretcher bond including raking out
joints and weatherstruck repointing
with coloured gauged mortar
U1.8
Kg
Ancillaries
345
CESSM3_Full Book.indd 345
U1
U1.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
0.02
2.63
2.62
5.25
9.51
0.04
3.95
3.93
7.88
14.26
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
346
23/08/2010 16:51:10
U1
U1.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
Movement joints
U1.8.3
U1.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
U1.8.4
Bonds to existing work
U1.8.4.01 Bonding 102.5mm brickwork to
existing 215mm common brickwork;
cutting and toothing alternate courses
0.22
24.15
1.22
25.37
7.60
m2
0.42
46.11
1.70
47.81
7.88
0.37
41.06
2.03
43.09
12.68
m2
0.57
62.25
2.51
64.76
12.97
U1.8.5
Infills of stated thickness
U1.8.5.01 Concrete infill; Grade 25, 20mm
aggregate; 50mm thick
U1.8.5.02 as above; 100mm thick
m
2
m
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
0.40
43.92
12.93
56.85
46.80
m2
0.50
54.90
17.23
72.13
62.40
0.48
13.65
2.81
0.48
13.65
2.81
9.38
19.26
6.76
0.24
11.22
1.41
0.48
13.65
2.81
U1.8.7
Built-in pipes and ducts, cross-sectional area: not exceeding 0.05m2
U1.8.7.01 supply excluded; 102.5mm
brickwork; cross-sectional area; not
exceeding 0.025m2
Nr
0.12
13.17
U1.8.7.02 supply excluded; 102.5mm
brickwork; cross-sectional area;
0.025 - 0.25m2
Nr
0.12
13.17
U1.8.7.03 150mm diameter clay pipe to, BS
65, 102.5mm brickwork; crosssectional area; not exceeding
0.025m2
Nr
0.09
9.88
U1.8.7.04 supply excluded; 215mm brickwork;
cross-sectional area; not exceeding
0.025m2
Nr
0.10
10.98
U1.8.7.05 supply excluded; 215mm brickwork;
cross-sectional area; 0.025 - 0.25m2
Nr
0.12
13.17
347
CESSM3_Full Book.indd 347
U1
U1.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
14.31
25.29
11.54
17.57
0.60
18.17
3.51
15.37
0.66
16.03
3.87
Kg
Ancillaries
U2
Facing Brickwork
U2.1
U2.1.1
vertical straight walls
U2.1.1.01 BS 3921; PC 325 per 1000 in
cement mortar (1:3); 102.5mm thick
in stretcher bond
m2
0.33
36.45
20.97
57.42
96.68
m2
2
m
0.58
1.05
63.68
115.28
22.44
44.17
86.12
159.45
93.85
191.00
U2.2
m2
0.69
75.76
41.93
117.69
193.37
m2
0.63
69.17
41.93
111.10
193.37
m
m2
1.20
1.03
131.75
113.08
46.02
46.02
177.77
159.10
189.36
189.36
m
2
m
1.11
0.95
121.87
104.30
46.02
46.02
167.89
150.32
189.36
189.36
U2.2.5
Vertical facing to concrete
U2.2.5.01 building in 4nr wall ties/m2; casting
into concrete
m2
0.65
71.36
31.71
103.07
197.16
348
23/08/2010 16:51:21
U2
U2.3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
m2
0.73
80.15
62.90
143.05
290.05
m
2
m
1.26
1.08
138.34
118.57
67.26
67.26
205.60
185.83
273.57
273.57
U2.3.5
Vertical facing to concrete
U2.3.5.01 BS 3921; PC 325 per 1000 in
cement mortar (1:3); 327.5mm
thick; building in 4nr wall ties/m2;
casting into concrete
0.93
102.10
62.77
164.87
286.19
U2.6
U2.6.1
215 x 215mm
U2.6.1.01 BS 3921; PC 325 per 1000 in
cement mortar (1:3)
0.15
16.47
9.01
25.48
40.83
U2.6.2
327.5 x 215mm
U2.6.2.01 BS 3921; PC 325 per 1000 in
cement mortar (1:3)
0.23
25.25
13.36
38.61
60.51
327.5 x 327.5
U2.6.3
U2.6.3.01 BS 3921; PC 325 per 1000 in
cement mortar (1:3)
0.34
37.33
17.82
55.15
80.89
440 x 440mm
U2.6.4
U2.6.4.01 BS 3921; PC 325 per 1000 in
cement mortar (1:3)
0.54
59.29
39.90
99.19
180.47
0.08
8.56
3.28
11.84
15.25
0.26
28.33
28.33
U2.7.4
Band courses
U2.7.4.01 Projecting plain band set forward
25mm from wall face; 225mm wide;
flush pointing one side and top and
bottom of projection
0.04
4.17
4.17
0.04
4.17
58.46
62.63
273.45
0.15
16.58
14.61
31.19
67.89
U2.7
Surface features
U2.7.6
Pilasters
U2.7.6.01 attached to wall face; 215 x
112.5mm; flush pointing all faces
U2.7.6.02 attached to wall face; 890 x
327.5mm; flush pointing all faces
349
CESSM3_Full Book.indd 349
U2
U2.7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Surface features
Plinths
U2.7.7
U2.7.7.01 102.5mm thick; set forward 25mm
from wall face; 450mm high; flush
pointing face and top of projection
0.07
8.12
8.12
0.16
17.02
17.02
m2
0.08
8.45
8.45
m2
0.08
8.45
8.45
0.12
12.74
12.74
m2
0.12
12.74
12.74
m2
0.11
11.64
11.64
m2
0.11
11.64
11.64
m2
0.09
9.66
1.95
11.61
7.08
m2
0.09
9.66
1.95
11.61
7.08
Joint reinforcement
U2.8.1
U2.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U2.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
Fair facings
U2.7.8
U2.7.8.01 in stretcher bond including flush
pointing as the work proceeds
U2.7.8.02 in stretcher bond including
weatherstruck pointing as the work
proceeds
U2.7.8.03 in English bond including flush
pointing as the work proceeds
U2.7.8.04 in English bond including
weatherstruck pointing as the work
proceeds
U2.7.8.05 in Flemish bond including flush
pointing as the work proceeds
U2.7.8.06 in Flemish bond including
weatherstruck pointing as the work
proceeds
U2.7.8.07 in stretcher bond including raking out
joints and flush repointing with
coloured gauged mortar
U2.7.8.08 in stretcher bond including raking out
joints and weatherstruck repointing
with coloured gauged mortar
U2.8
Ancillaries
350
23/08/2010 16:51:30
U2
U2.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
351
CESSM3_Full Book.indd 351
U2
U2.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.01
1.32
1.31
2.63
4.75
0.02
2.63
2.62
5.25
9.51
0.04
3.95
3.93
7.88
14.26
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
Movement joints
U2.8.3
U2.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
U2.8.4
Bonds to existing work
U2.8.4.01 Bonding 102.5mm brickwork to
existing 215mm common brickwork;
cutting and toothing alternate courses
m2
0.24
26.57
1.60
28.17
7.60
m2
0.46
50.72
2.08
52.80
7.88
0.41
45.01
1.60
46.61
7.60
m2
0.64
70.49
2.08
72.57
7.88
U2.8.5
Infills of stated thickness
U2.8.5.01 Concrete infill; Grade 25, 20mm
aggregate; 50mm thick
U2.8.5.02 as above; 100mm thick
m
2
m
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
m2
0.40
43.92
12.93
56.85
46.80
m2
0.50
54.90
17.23
72.13
62.40
352
23/08/2010 16:51:37
U2
U2.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.36
10.02
2.11
0.48
14.97
2.81
Nr
0.07
7.69
9.38
17.07
6.76
Nr
0.11
12.08
0.24
12.32
1.41
Nr
0.13
14.27
0.48
14.75
2.81
Nr
0.11
12.08
9.86
21.94
9.57
14.49
0.48
14.97
2.81
16.91
0.66
17.57
3.87
U2.8.8
Built-in pipes and ducts, cross-sectional area: exceeding 0.05m2
U2.8.8.01 Built-in pipes and ducts (supply
excluded); 102.5mm brickwork;
cross-sectional area; 0.40m2
Nr
0.13
U2.8.8.02 Built-in pipes and ducts (supply
excluded); 215mm brickwork; crosssectional area; 0.40m2
Nr
0.15
U3
Engineering Brickwork
U3.1
U3.1.1
vertical straight walls
U3.1.1.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); 102.5mm thick
m2
0.28
31.18
23.92
55.10
96.68
m2
0.28
31.18
20.04
51.22
91.69
m2
0.50
54.90
25.94
80.84
91.69
0.43
47.21
25.94
73.15
91.69
353
CESSM3_Full Book.indd 353
U3
U3.1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
0.50
54.90
20.04
74.94
91.69
m2
0.43
47.21
20.04
67.25
91.69
U3.2.1
vertical straight walls
U3.2.1.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); 215mm thick
m2
0.51
55.99
47.83
103.82
193.37
m2
0.51
55.99
40.08
96.07
183.38
m2
0.89
97.71
51.88
149.59
183.38
0.76
83.44
51.88
135.32
183.38
0.89
97.71
40.08
137.79
183.38
0.76
83.44
40.08
123.52
183.38
0.66
72.46
77.82
150.28
275.07
U3.2
U3.3
U3.3.1
vertical straight walls
U3.3.1.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); 327.5mm thick
0.65
71.14
60.12
131.26
275.07
m2
0.87
95.08
95.67
190.75
386.73
0.87
95.08
80.16
175.24
366.76
354
23/08/2010 16:51:46
U3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
1.13
124.06
77.82
201.88
275.07
0.97
106.50
77.82
184.32
275.07
m2
1.13
124.06
60.12
184.18
275.07
0.97
106.50
60.12
166.62
275.07
m2
1.52
166.88
103.76
270.64
366.76
1.31
143.82
103.76
247.58
366.76
m2
1.13
124.06
80.16
204.22
366.76
1.31
143.82
80.16
223.98
366.76
U3.3.5
vertical facing to concrete
U3.3.5.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); 327.5mm thick;
building in 4nr wall ties/m2; casting
into concrete
U3.3.5.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3); 327.5mm thick;
building in 4nr wall ties/m2; casting
into concrete
0.83
91.13
72.25
163.38
290.35
0.83
91.13
54.55
145.68
290.35
m2
1.48
162.71
191.33
354.04
773.47
1.48
162.71
160.32
323.03
733.52
2.65
291.16
191.33
482.49
773.47
2.65
291.16
144.13
435.29
773.47
2.59
284.36
160.32
444.68
733.52
Unit
U3.3
U3.4
Kg
355
CESSM3_Full Book.indd 355
U3
U3.4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
m2
2.22
243.73
160.32
404.05
733.52
2.59
284.58
191.33
475.91
773.47
m2
2.65
290.94
160.32
451.26
733.52
1.50
164.69
221.62
386.31
894.97
1.52
166.66
166.82
333.48
894.97
U3.5
Thickness: exceeding 1m
215 x 215mm
U3.6.1
U3.6.1.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3)
U3.6.1.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3)
0.17
18.55
10.96
29.51
44.34
0.17
18.55
8.26
26.81
44.34
327.5 x 215mm
U3.6.2
U3.6.2.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3)
U3.6.2.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3)
0.25
27.45
16.25
43.70
65.78
0.25
27.45
12.25
39.70
65.78
327.5 x 327.5mm
U3.6.3
U3.6.3.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3)
U3.6.3.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3)
0.38
41.28
24.41
65.69
98.85
0.37
40.62
18.41
59.03
98.85
U3.6.4
440 x 440mm
U3.6.4.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3)
U3.6.4.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3)
0.68
74.44
43.72
118.16
176.66
0.68
74.44
52.72
127.16
281.78
356
23/08/2010 16:51:55
U3
U3.6
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
890 x 890mm
U3.6.5
U3.6.5.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3)
U3.6.5.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3)
U3.7
Labour
Hours
2.35
257.79
172.67
430.46
697.23
2.35
257.79
129.97
387.76
697.23
0.07
7.25
3.73
10.98
15.25
0.22
24.15
24.15
0.07
7.25
2.83
10.08
15.25
0.22
24.15
24.15
0.03
3.62
3.62
0.03
3.62
3.62
0.03
3.62
4.41
8.03
23.90
0.13
14.49
50.66
65.15
273.45
0.03
3.62
4.41
8.03
23.90
0.13
14.49
50.66
65.15
273.45
Surface features
U3.7.1
Copings and sills, material stated
U3.7.1.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); Brick on edge coping;
flush pointing top and both sides;
225mm wide
U3.7.1.02 as above; Sill laid flat; flush with wall;
flush pointing top and one side;
75mm wide
U3.7.1.03 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3); Brick on edge coping;
flush pointing top and both sides;
225mm wide
U3.7.1.04 as above; Sill laid flat; flush with wall;
flush pointing top and one side;
75mm wide
U3.7.2
Rebates and chases
U3.7.2.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); Forming fair chase 25 x
25mm wide
U3.7.2.02 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3); Forming fair chase 25 x
25mm wide
Pilasters
U3.7.6
U3.7.6.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); Pilaster attached to wall
face; 215 x 112.5mm; flush pointing
all faces
U3.7.6.02 as above; Pilaster attached to wall
face; 890 x 327.5mm; flush pointing
all faces
U3.7.6.03 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3); Pilaster attached to wall
face; 215 x 112.5mm; flush pointing
all faces
U3.7.6.04 as above; Pilaster attached to wall
face; 890 x 327.5mm; flush pointing
all faces
357
CESSM3_Full Book.indd 357
U3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.07
7.25
7.25
0.13
14.49
14.49
0.07
7.25
7.25
0.13
14.49
14.49
m2
0.07
7.25
7.25
m2
0.08
8.34
8.34
0.10
10.76
10.76
0.11
12.08
12.08
0.09
9.88
9.88
0.10
10.98
10.98
m2
0.16
18.01
1.95
19.96
7.08
m2
0.18
19.32
1.95
21.27
7.08
m2
0.07
7.25
7.25
Unit
U3.7
Kg
Surface features
Plinths
U3.7.7
U3.7.7.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); Plinth 102.5mm thick;
set forward 25mm from wall face;
450mm high; flush pointing face and
top of projection
U3.7.7.02 as above; Plinth 102.5mm thick; set
forward 25mm from wall face;
900mm high; flush pointing face and
top of projection
U3.7.7.03 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3); Plinth 102.5mm thick;
set forward 25mm from wall face;
450mm high; flush pointing face and
top of projection
U3.7.7.04 as above; Plinth 102.5mm thick; set
forward 25mm from wall face;
900mm high; flush pointing face and
top of projection
Fair facings
U3.7.8
U3.7.8.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); Fair facing in stretcher
bond including flush pointing as the
work proceeds
U3.7.8.02 as above; in stretcher bond including
weatherstruck pointing as the work
proceeds
U3.7.8.03 as above; in English bond including
flush pointing as the work proceeds
U3.7.8.04 as above; in English bond including
weatherstruck pointing as the work
proceeds
U3.7.8.05 as above; in Flemish bond including
flush pointing as the work proceeds
U3.7.8.06 as above; in Flemish bond including
weatherstruck pointing as the work
proceeds
U3.7.8.07 as above; in stretcher bond including
raking out joints and flush repointing
with coloured gauged mortar
U3.7.8.08 as above; in stretcher bond including
raking out joints and weatherstruck
repointing with coloured gauged
mortar
U3.7.8.09 Class B Engineering bricks, BS
3921; PC 275 per 1000 in cement
mortar (1:3); Fair facing in stretcher
bond including flush pointing as the
work proceeds
m
m
358
23/08/2010 16:52:01
U3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.08
8.34
8.34
0.10
10.76
10.76
m2
0.11
12.08
12.08
0.09
9.88
9.88
m2
0.10
10.98
10.98
0.16
18.01
1.95
19.96
7.08
0.18
19.32
1.95
21.27
7.08
Joint reinforcement
U3.8.1
U3.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U3.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
U3.8.2
Damp proof courses
U3.8.2.01 Bitumen damp proof course to, BS
743, Table 1; 100mm laps in cement
mortar (1:3); pointing where
exposed; Hessian based; reference
'A'; horizontal; 115mm wide
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
Unit
U3.7
Surface features
Fair facings
U3.7.8
U3.7.8.10 as previous item; in stretcher bond including
weatherstruck pointing as the work
proceeds
m2
U3.7.8.11 as above; in English bond including
flush pointing as the work proceeds
m2
U3.7.8.12 as above; in English bond including
weatherstruck pointing as the work
proceeds
U3.7.8.13 as above; in Flemish bond including
flush pointing as the work proceeds
U3.7.8.14 as above; in Flemish bond including
weatherstruck pointing as the work
proceeds
U3.7.8.15 as above; in stretcher bond including
raking out joints and flush repointing
with coloured gauged mortar
U3.7.8.16 as above; in stretcher bond including
raking out joints and weatherstruck
repointing with coloured gauged
mortar
U3.8
Kg
Ancillaries
359
CESSM3_Full Book.indd 359
U3
U3.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
m
m
0.02
0.04
2.63
3.95
2.62
3.93
5.25
7.89
9.51
14.26
360
23/08/2010 16:52:09
U3
U3.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
Movement joints
U3.8.3
U3.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
m2
0.24
26.57
1.80
28.37
7.60
m2
0.46
50.50
2.28
52.78
7.88
m2
0.41
45.01
3.52
48.53
12.97
0.63
69.61
3.52
73.13
12.97
m2
0.24
26.57
1.40
27.97
7.60
0.46
50.50
1.88
52.38
7.88
m2
0.41
45.01
2.82
47.83
12.97
0.63
69.61
2.82
72.43
12.97
361
CESSM3_Full Book.indd 361
U3
U3.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
m2
2
m
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
m2
0.40
43.92
12.93
56.85
46.80
0.50
54.90
17.23
72.13
62.40
U3.8.7
Built-in pipes and ducts, cross-sectional area: not exceeding 0.05m2
U3.8.7.01 Class A Engineering bricks, BS
3921; PC 375 per 1000 in cement
mortar (1:3); supply excluded;
102.5mm brickwork; cross-sectional
area; not exceeding 0.025m2
Nr
0.13
14.49
0.36
14.85
2.11
Nr
0.13
14.49
0.48
14.97
2.81
Nr
0.13
14.49
0.36
14.85
2.11
Nr
0.13
14.49
0.48
14.97
2.81
Nr
0.13
14.27
0.60
14.87
3.51
Nr
0.11
12.08
9.80
21.88
9.22
Nr
0.09
9.88
0.30
10.18
1.76
Nr
0.13
14.27
0.60
14.87
3.51
Nr
0.10
10.98
0.90
11.88
5.27
Nr
0.11
12.08
0.36
12.44
2.11
Nr
0.13
14.27
0.60
14.87
3.51
Nr
0.11
12.08
10.09
22.17
10.97
362
23/08/2010 16:52:17
U3
U3.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
19.32
0.48
19.80
2.81
16.91
0.66
17.57
3.87
19.32
0.48
19.80
2.81
16.91
0.66
17.57
3.87
Kg
Ancillaries
U4
Lightweight Blockwork
U4.1
U4.1.1
vertical straight walls
U4.1.1.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); 100mm
thick
U4.1.1.02 as above; hollow; compressive
strength 4.2N/mm2, face size 440 x
215mm; in gauged mortar (1:2:9);
100mm thick
U4.1.1.03 as above, solid; fair faced;
compressive strength 4.2N/mm2,
face size 440 x 215mm; in gauged
mortar (1:2:9); 100mm thick
U4.1.1.04 as above, hollow fair faced;
compressive strength 4.2N/mm2,
face size 440 x 215mm; in gauged
mortar (1:2:9); 100mm thick
U4.1.1.05 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); 140mm
thick
U4.1.1.06 as above; hollow; compressive
strength 4.2N/mm2, face size 440 x
215mm; in gauged mortar (1:2:9);
140mm thick
U4.1.1.07 as above, solid; fair faced;
compressive strength 4.2N/mm2,
face size 440 x 215mm; in gauged
mortar (1:2:9); 140mm thick
U4.1.1.08 as above, hollow; fair faced;
compressive strength 4.2N/mm2,
face size 440 x 215mm; in gauged
mortar (1:2:9); 140mm thick
0.16
16.71
8.63
25.34
17.15
m2
0.14
14.62
8.99
23.61
17.15
m2
0.17
17.44
9.52
26.96
17.15
0.16
16.39
12.12
28.51
14.10
0.18
18.80
12.69
31.49
26.87
0.17
17.75
15.38
33.13
26.87
m2
0.20
20.88
13.94
34.82
26.87
m2
0.26
21.15
16.75
43.90
21.97
363
CESSM3_Full Book.indd 363
U4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.27
28.19
8.63
36.82
17.15
0.24
25.06
8.63
33.69
17.15
m2
0.24
25.06
8.99
34.05
17.15
m2
0.20
20.88
8.99
29.87
17.15
0.29
30.28
9.52
39.80
17.15
m2
0.25
26.11
9.52
35.63
17.15
m2
0.23
24.02
12.12
36.14
14.10
m2
0.20
20.88
12.12
33.00
14.10
0.31
32.37
12.69
45.06
26.87
0.27
28.19
12.69
40.88
26.87
0.29
30.28
15.38
45.66
26.87
Unit
U4.1
Kg
U4.1.2
vertical curved walls
U4.1.2.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); curved
walls; 5m mean radius; 140mm thick
U4.1.2.02 as above; curved walls; 10m mean
radius; 140mm thick
U4.1.2.03 Precast concrete blocks, BS 6073,
hollow; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); curved
walls; 5m mean radius; 140mm thick
U4.1.2.04 as above; curved walls; 10m mean
radius; 140mm thick
U4.1.2.05 Precast concrete blocks, BS 6073,
solid; fair faced; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); curved
walls; 5m mean radius; 140mm thick
U4.1.2.06 as above; curved walls; 10m mean
radius; 140mm thick
U4.1.2.07 Precast concrete blocks, BS 6073,
hollow fair faced; compressive
strength 4.2N/mm2, face size 440 x
215mm; in gauged mortar (1:2:9);
curved walls; 5m mean radius;
140mm thick
U4.1.2.08 as above; curved walls; 10m mean
radius; 140mm thick
U4.1.2.09 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); curved
walls; 5m mean radius; 215mm thick
U4.1.2.10 as above; curved walls; 10m mean
radius; 215mm thick
U4.1.2.11 Precast concrete blocks, BS 6073,
hollow; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); curved
walls; 5m mean radius; 215mm thick
0.25
26.11
15.38
41.49
26.87
m2
0.35
36.55
13.94
50.49
26.87
m2
0.30
31.33
13.94
45.27
26.87
364
23/08/2010 16:52:24
U4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.33
34.46
16.75
51.21
21.97
0.28
29.24
16.75
45.99
21.97
0.23
24.02
19.99
44.01
37.29
m2
0.22
22.97
23.34
46.31
37.29
0.23
24.02
22.35
46.37
37.29
Unit
U4.1
Kg
U4.2.1
vertical straight walls
U4.2.1.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); 215mm
thick
U4.2.1.02 as above, hollow; compressive
strength 4.2N/mm2, face size 440 x
215mm; in gauged mortar (1:2:9);
215mm thick
U4.2.1.03 as above, solid; fair faced;
compressive strength 4.2N/mm2,
face size 440 x 215mm; in gauged
mortar (1:2:9); 215mm thick
0.21
21.82
25.54
47.36
30.54
m2
0.40
41.77
19.99
61.76
37.29
0.34
35.50
19.99
55.49
37.29
0.38
39.68
23.34
63.02
37.29
0.33
34.46
23.34
57.80
37.29
m2
0.40
41.77
22.35
64.12
37.29
0.34
35.50
22.35
57.85
37.29
365
CESSM3_Full Book.indd 365
U4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
m2
0.37
0.31
38.64
32.37
25.54
25.54
64.18
57.91
30.54
30.54
0.07
7.52
3.17
10.69
6.31
0.20
20.68
11.30
31.98
23.94
0.07
7.52
3.17
10.69
6.31
0.20
20.68
11.30
31.98
23.94
0.07
7.52
3.40
10.92
6.31
Unit
U4.2
Kg
Surface features
U4.7.6
Pilasters
U4.7.6.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Pilaster
attached to wall face; 440 x 100mm;
flush pointing all faces
U4.7.6.02 as above; Pilaster attached to wall
face; 890 x 140mm; flush pointing all
faces
U4.7.6.03 Precast concrete blocks, BS 6073,
hollow; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Pilaster
attached to wall face; 440 x 100mm;
flush pointing all faces
U4.7.6.04 as above; Pilaster attached to wall
face; 890 x 140mm; flush pointing all
faces
U4.7.6.05 Precast concrete blocks, BS 6073,
solid; fair faced; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Pilaster
attached to wall face; 440 x 100mm;
flush pointing all faces
U4.7.6.06 as above; Pilaster attached to wall
face; 890 x 140mm; flush pointing all
faces
U4.7.6.07 Precast concrete blocks, BS 6073,
hollow fair faced; compressive
strength 4.2N/mm2, face size 440 x
215mm; in gauged mortar (1:2:9);
Pilaster attached to wall face; 440 x
100mm; flush pointing all faces
0.20
20.68
12.07
32.75
23.94
0.07
7.52
4.33
11.85
6.31
0.20
20.68
14.50
35.18
23.94
366
23/08/2010 16:52:30
U4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.07
7.41
7.41
0.11
10.96
10.96
0.07
7.41
7.41
0.11
10.96
10.96
0.07
7.41
7.41
Unit
U4.7
Kg
Surface features
Plinths
U4.7.7
U4.7.7.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Plinth
100mm thick; set forward 25mm
from wall face; 440mm high; flush
pointing face and top of projection
U4.7.7.02 as above; Plinth 100mm thick; set
forward 25mm from wall face;
890mm high; flush pointing face and
top of projection
U4.7.7.03 Precast concrete blocks, BS 6073,
hollow; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Plinth
100mm thick; set forward 25mm
from wall face; 440mm high; flush
pointing face and top of projection
U4.7.7.04 as above; Plinth 100mm thick; set
forward 25mm from wall face;
890mm high; flush pointing face and
top of projection
U4.7.7.05 Precast concrete blocks, BS 6073,
solid; fair faced; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Plinth
100mm thick; set forward 25mm
from wall face; 440mm high; flush
pointing face and top of projection
U4.7.7.06 as above; Plinth 100mm thick; set
forward 25mm from wall face;
890mm high; flush pointing face and
top of projection
U4.7.7.07 Precast concrete blocks, BS 6073,
hollow fair faced; compressive
strength 4.2N/mm2, face size 440 x
215mm; in gauged mortar (1:2:9);
Plinth 100mm thick; set forward
25mm from wall face; 440mm high;
flush pointing face and top of
projection
0.11
10.96
10.96
0.07
7.41
7.41
0.11
10.96
10.96
U4.7.8
Fair facings
U4.7.8.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Fair facing
in stretcher bond including flush
pointing as the work proceeds
m2
0.06
6.58
6.58
367
CESSM3_Full Book.indd 367
U4
U4.7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Surface features
Fair facings
U4.7.8
U4.7.8.02 Precast concrete blocks, BS 6073,
hollow; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); Fair facing
in stretcher bond including flush
pointing as the work proceeds
m2
0.06
6.58
6.58
m2
0.06
6.58
6.58
0.06
6.58
6.58
Joint reinforcement
U4.8.1
U4.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U4.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
m
m
0.02
0.04
2.42
4.94
2.60
3.90
5.02
8.84
9.51
14.26
U4.8
Ancillaries
368
23/08/2010 16:52:37
U4
U4.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
0.02
2.63
2.62
5.25
9.51
0.04
3.95
3.93
7.88
14.26
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
369
CESSM3_Full Book.indd 369
U4
U4.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
Movement joints
U4.8.3
U4.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
U4.8.4
Bonds to existing work
U4.8.4.01 Precast concrete blocks, BS 6073,
solid; compressive strength
4.2N/mm2, face size 440 x 215mm;
in gauged mortar (1:2:9); bonding
100mm blockwork to existing
215mm facing brickwork; cutting and
toothing alternate courses
m2
0.07
7.41
0.19
7.60
0.62
m2
0.08
8.77
0.23
9.00
0.72
0.07
7.41
0.26
7.67
0.72
0.08
8.77
0.26
9.03
0.72
0.07
7.41
0.20
7.61
0.62
m2
0.08
8.77
0.24
9.01
0.72
0.07
7.41
0.22
7.63
0.62
370
23/08/2010 16:52:45
U4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.08
8.77
0.27
9.04
0.72
Unit
U4.8
Kg
Ancillaries
m
2
m
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
0.40
43.92
12.93
56.85
46.80
0.50
54.90
17.23
72.13
62.40
0.43
13.48
1.89
Nr
0.13
13.05
0.43
13.48
1.89
Nr
0.17
17.75
0.54
18.29
2.36
Nr
0.08
8.35
0.54
8.89
2.36
Nr
0.13
13.57
0.54
14.11
2.36
Nr
0.10
10.44
0.54
10.98
2.36
Nr
0.08
8.35
0.54
8.89
2.36
Nr
0.13
13.57
0.54
14.11
2.36
Nr
0.10
10.44
0.54
10.98
2.36
371
CESSM3_Full Book.indd 371
U4
U4.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.54
8.89
2.36
0.54
14.11
2.36
0.54
10.98
2.36
17.44
0.54
17.98
2.36
17.75
0.54
18.29
2.36
17.75
0.54
18.29
2.36
Kg
Ancillaries
Nr
0.17
17.75
0.54
18.29
2.36
U5.1.1
vertical straight walls
U5.1.1.01 Precast concrete blocks, BS 6073,
solid; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); 100mm thick
m2
0.19
19.63
14.31
33.94
42.31
0.23
24.02
20.74
44.76
60.41
0.18
18.59
12.91
31.50
36.29
m2
0.22
22.97
17.99
40.96
43.21
U5
U5.1
372
23/08/2010 16:52:54
U5
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.33
34.46
14.31
48.77
42.31
0.28
29.24
14.31
43.55
42.31
m2
0.40
41.77
20.74
62.51
60.41
0.34
35.50
20.74
56.24
60.41
m2
0.31
32.37
12.91
45.28
36.29
0.27
28.19
12.91
41.10
36.29
Unit
U5.1
Kg
0.38
39.68
17.99
57.67
43.21
m2
0.33
34.46
17.99
52.45
43.21
m2
0.30
31.33
31.75
63.08
70.19
m2
0.29
30.28
25.23
55.51
48.69
m2
0.53
55.34
31.75
87.09
70.19
0.45
46.99
31.75
78.74
70.19
U5.2
373
CESSM3_Full Book.indd 373
U5
U5.2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
m2
0.42
43.86
25.23
69.09
48.69
m2
0.39
40.72
25.23
65.95
48.69
0.08
8.77
5.26
14.03
15.54
0.25
26.21
18.46
44.67
53.79
0.08
8.77
4.74
13.51
13.33
0.25
26.21
16.02
42.23
38.48
0.08
8.77
8.77
U5.7
Surface features
Pilasters
U5.7.6
U5.7.6.01 Precast concrete blocks, BS 6073,
solid; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); Pilaster
attached to wall face; 440 x 100mm;
flush pointing all faces
U5.7.6.02 as above; Pilaster attached to wall
face; 890 x 140mm; flush pointing all
faces
U5.7.6.03 Precast concrete blocks, BS 6073,
hollow; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); Pilaster
attached to wall face; 440 x 100mm;
flush pointing all faces
U5.7.6.04 as above; Pilaster attached to wall
face; 890 x 140mm; flush pointing all
faces
Plinths
U5.7.7
U5.7.7.01 Precast concrete blocks, BS 6073,
solid; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); Plinth 100mm
thick; set forward 25mm from wall
face; 440mm high; flush pointing face
and top of projection
U5.7.7.02 as above; Plinth 100mm thick; set
forward 25mm from wall face;
890mm high; flush pointing face and
top of projection
U5.7.7.03 Precast concrete blocks, BS 6073,
hollow; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); Plinth 100mm
thick; set forward 25mm from wall
face; 440mm high; flush pointing face
and top of projection
0.13
13.05
13.05
0.08
8.77
8.77
0.13
13.05
13.05
374
23/08/2010 16:53:02
U5
U5.7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Surface features
Fair facings
U5.7.8
U5.7.8.01 Precast concrete blocks, BS 6073,
solid; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); Fair facing in
stretcher bond including flush
pointing as the work proceeds
m2
0.08
8.77
8.77
m2
0.08
8.77
8.77
U5.8.1
Joint reinforcement
U5.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U5.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
U5.8.2
Damp proof courses
U5.8.2.01 Bitumen damp proof course to, BS
743, Table 1; 100mm laps in cement
mortar (1:3); pointing where
exposed; Hessian based; reference
'A'; horizontal; 115mm wide
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
U5.8
Ancillaries
375
CESSM3_Full Book.indd 375
U5
U5.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
0.02
2.63
2.62
5.25
9.51
0.04
3.95
3.93
7.88
14.26
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
376
23/08/2010 16:53:10
U5
U5.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
Movement joints
U5.8.3
U5.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
U5.8.4
Bonds to existing work
U5.8.4.01 Precast concrete blocks, BS 6073,
solid; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); bonding
100mm blockwork to existing
215mm facing brickwork; cutting and
toothing alternate courses
m2
0.08
7.83
0.25
8.08
0.88
m2
0.09
9.19
0.31
9.50
1.05
0.08
7.83
0.23
8.06
0.82
0.09
9.19
0.28
9.47
0.88
m2
m2
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
0.40
43.92
12.93
56.85
46.80
0.50
54.90
17.23
72.13
62.40
0.43
15.68
1.89
0.43
15.68
1.89
U5.8.7
Built-in pipes and ducts, cross-sectional area: not exceeding 0.05m2
U5.8.7.01 Precast concrete blocks, BS 6073,
solid; compressive strength 7
N/mm2, face size 440 x 215mm; in
gauged mortar (1:2:9); supply
excluded; 100mm clockwork; crosssectional area; not exceeding
0.025m2
Nr
0.15
15.25
U5.8.7.02 as above; supply excluded; 100mm
clockwork; cross-sectional area;
0.025 - 0.25m2
Nr
0.15
15.25
377
CESSM3_Full Book.indd 377
U5
U5.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.54
14.11
2.36
0.54
9.94
2.36
0.54
16.20
2.36
0.54
14.11
2.36
19.21
0.54
19.75
2.36
18.80
0.54
19.34
2.36
Kg
Ancillaries
U6
U6.1
U6.1.1
vertical straight walls
U6.1.1.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds;
100mm thick
vertical curved walls
U6.1.2
U6.1.2.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds;
100mm thick; curved walls; 5m
mean radius
U6.1.2.02 as above; curved walls; 10m mean
radius
m2
0.36
37.17
38.69
75.86
13.09
m2
0.62
64.74
38.69
103.43
13.09
0.91
95.02
77.89
172.91
26.48
378
23/08/2010 16:53:21
U6
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.56
58.48
39.19
97.67
13.39
0.11
10.96
10.96
Band courses
U6.7.4
U6.7.4.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds;
Projecting band set forward 25mm
from wall face; one course wide;
flush pointing one side a
0.05
5.43
5.43
U6.7.6
Pilasters
U6.7.6.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds;
Pilaster attached to wall face; 300 x
110mm; flush pointing all faces
0.05
5.43
11.59
17.02
3.83
0.26
27.36
46.13
73.49
14.38
U6.7.7
Plinths
U6.7.7.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds;
Plinth 100mm thick; set forward
25mm from wall face; 450mm high;
flush pointing face and top
0.13
13.16
13.16
0.27
27.78
27.78
Unit
U6.1
Kg
Surface features
379
CESSM3_Full Book.indd 379
U6
U6.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
Joint reinforcement
U6.8.1
U6.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U6.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
U6.8.2
Damp proof courses
U6.8.2.01 Bitumen damp proof course to, BS
743, Table 1; 100mm laps in cement
mortar (1:3); pointing where
exposed; Hessian based; reference
'A'; horizontal; 115mm wide
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
380
23/08/2010 16:53:29
U6
U6.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
0.02
2.63
2.62
5.25
9.51
0.04
3.95
3.93
7.88
14.26
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
U6.8.3
Movement joints
U6.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
381
CESSM3_Full Book.indd 381
U6
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.10
10.44
0.49
10.93
0.58
Unit
U6.8
Kg
Ancillaries
m
m2
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
m2
0.40
43.92
12.93
56.85
46.80
0.50
54.90
17.23
72.13
62.40
U6.8.7
Built-in pipes and ducts, cross-sectional area: not exceeding 0.05m2
U6.8.7.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds;
supply excluded; 100mm cast stone;
cross-sectional area; not exceeding
0.025m2
Nr
0.09
9.40
0.54
9.94
2.36
Nr
0.15
15.66
0.54
16.20
2.36
Nr
0.13
13.57
0.54
14.11
2.36
18.80
0.54
19.34
2.36
U6.8.8
Built-in pipes and ducts, cross-sectional area: exceeding 0.05m2
U6.8.8.01 Cast stonework; Bradstone walling
blocks; Cotswold shades, random
course in cement lime mortar
(1:2:9); traditional walling; flush
pointing, as the work proceeds; Builtin pipes and ducts (supply excluded);
100mm cast stone; cross-sectional
area; 0.40m2
Nr
0.18
382
23/08/2010 16:53:38
U7
Ashlar Masonry
Note(s):
The following Specialist prices are for natural stonework labour and materials fixed in position
and should be regarded as indicative. The prices allow for the stone to be delivered in full
loads within 60 miles of the stone masons depot.
Unit
U7.1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
U7.1.1
vertical straight walls
U7.1.1.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; 75mm thick
U7.1.1.02 as above; 100mm thick
m
2
m
0.95
1.25
104.30
137.24
8.19
10.77
36.95
47.20
149.44
195.21
23.18
25.50
1.50
164.69
12.93
67.70
245.32
28.38
1.75
192.13
15.08
36.95
244.16
27.22
m2
1.45
159.20
12.50
36.95
208.65
25.70
m2
2.00
219.58
17.24
47.20
284.02
29.28
m2
1.75
192.13
15.08
47.20
254.41
28.02
m2
2.50
274.48
21.55
67.70
363.73
33.42
2.00
219.58
17.24
67.70
304.52
30.90
U7.1.2
vertical curved walls
U7.1.2.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; 75mm thick; curved walls;
5m mean radius
U7.1.2.02 as above; curved walls; 10m mean
radius
U7.1.2.03 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; 100mm thick; curved
walls; 5m mean radius
U7.1.2.04 as above; curved walls; 10m mean
radius
U7.1.2.05 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; 150mm thick; curved
walls; 5m mean radius
U7.1.2.06 as above; curved walls; 10m mean
radius
1.50
164.69
36.95
201.64
18.40
m2
1.75
192.13
47.20
239.33
19.21
383
CESSM3_Full Book.indd 383
U7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
2.00
219.58
67.70
287.28
20.82
m2
2.00
219.58
12.93
88.20
320.71
29.99
m2
3.00
329.37
25.86
88.20
443.43
37.55
2.50
274.48
21.55
88.20
384.23
35.03
2.00
219.58
17.24
88.20
325.02
32.51
Unit
U7.1
U7.6
Kg
300 x 300mm
U7.6.1
U7.6.1.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds
2.00
219.58
17.24
43.10
279.92
28.96
U7.6.2
450 x 300mm
U7.6.2.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds
2.50
274.48
21.55
61.55
357.58
32.93
384
23/08/2010 16:53:48
U7
U7.6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
450 x 450mm
U7.6.3
U7.6.3.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds
4.00
439.16
34.48
89.43
563.07
42.68
U7.6.4
900 x 900mm
U7.6.4.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds
8.00
878.32
68.96
338.30
1,285.58
82.44
U7.7.2
Rebates and chases
U7.7.2.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; Forming fair rebate 25 x
10mm deep
0.15
16.47
1.29
17.76
0.76
Band courses
U7.7.4
U7.7.4.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; Projecting band set
forward 25mm from wall face; one
course wide; flush pointing one side as
the work proceeds
0.20
21.96
1.72
7.84
31.52
17.11
U7.7.6
Pilasters
U7.7.6.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; Pilaster attached to wall
face; 300 x 110mm; flush pointing all
faces
0.75
82.34
6.46
19.73
108.53
20.82
1.00
109.79
8.62
60.32
178.73
25.28
U7.7.7
Plinths
U7.7.7.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; Plinth 100mm thick; set
forward 25mm from wall face;
450mm high; flush pointing faces
1.00
109.79
8.62
24.65
143.06
22.47
U7.7
Surface features
385
CESSM3_Full Book.indd 385
U7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
2.00
219.58
17.24
43.10
279.92
28.96
Joint reinforcement
U7.8.1
U7.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U7.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
U7.8.2
Damp proof courses
U7.8.2.01 Bitumen damp proof course to, BS
743, Table 1; 100mm laps in cement
mortar (1:3); pointing where
exposed; Hessian based; reference
'A'; horizontal; 115mm wide
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
Unit
U7.7
Surface features
Plinths
U7.7.7
U7.7.7.02 as previous item; Plinth 100mm thick; set
forward 25mm from wall face;
900mm high; flush pointing face and
top of projection
U7.8
Kg
Ancillaries
386
23/08/2010 16:53:57
U7
U7.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
0.02
2.63
2.62
5.25
9.51
0.04
3.95
3.93
7.88
14.26
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
U7.8.3
Movement joints
U7.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
387
CESSM3_Full Book.indd 387
U7
U7.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.33
36.56
2.87
39.43
1.68
m2
0.33
36.56
2.87
39.43
1.68
U7.8.5
Infills of stated thickness
U7.8.5.01 Concrete infill; Grade 25, 20mm
aggregate; 50mm thick
U7.8.5.02 as above; 100mm thick
m2
m2
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
0.40
43.92
12.93
56.85
46.80
0.50
54.90
17.23
72.13
62.40
1.44
19.77
0.84
U7.8.7
Built-in pipes and ducts, cross-sectional area: not exceeding 0.05m2
U7.8.7.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; supply excluded; 75mm
natural stonework; cross-sectional
area; not exceeding 0.025m2
Nr
0.17
18.33
U7.8.7.02 as above; supply excluded; 75mm
natural stonework; cross-sectional
area; 0.025 - 0.25m2
U7.8.7.03 as above; 150mm diameter clay pipe
to, BS 65, 75mm natural stonework;
cross-sectional area; not exceeding
0.025m2
Nr
0.17
18.33
1.44
19.77
0.84
Nr
0.17
18.33
1.44
19.77
0.84
18.33
1.44
19.77
0.84
45.84
76.58
122.42
734.67
U7.8.8
Built-in pipes and ducts, cross-sectional area: exceeding 0.05m2
U7.8.8.01 Natural stonework; Portland
Whitbed with one exposed face in
cement lime putty (2:5:7) with
crushed stone dust; smooth finish;
flush pointing one side as the work
proceeds; supply excluded; 75mm
natural stonework; cross-sectional
area; 0.40m2
Nr
0.17
U8
Rubble Masonry
U8.2
U8.2.5
vertical facing to concrete
U8.2.5.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 100 - 200mm high
with natural exposed faces; in
cement lime mortar (1:2:9); facing
and recessed pointing as the work
proceeds; 200mm thick
0.44
388
23/08/2010 16:54:07
U8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.57
59.00
163.34
222.34
1,373.40
Unit
U8.3
Kg
0.62
64.95
179.48
244.43
1,509.11
m2
0.68
70.80
196.01
266.81
1,648.08
m
2
m
0.67
0.73
70.38
76.44
78.68
87.66
149.06
164.10
747.55
831.66
U8.3.2
vertical curved walls
U8.3.2.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; 375mm thick; curved
walls; 5m mean radius
m2
1.08
112.67
163.34
276.01
1,373.40
m2
0.85
88.44
163.34
251.78
1,373.40
1.21
125.83
179.48
305.31
1,509.11
0.93
97.22
179.48
276.70
1,509.11
m2
0.72
74.76
87.50
162.26
735.75
m2
0.74
77.38
87.50
164.88
735.75
m2
0.83
86.36
78.68
165.04
747.55
1.01
104.94
78.68
183.62
747.55
389
CESSM3_Full Book.indd 389
U8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.91
95.02
87.66
182.68
831.66
Unit
U8.3
Kg
1.11
115.38
87.66
203.04
831.66
m2
0.60
62.23
163.34
225.57
1,373.40
0.62
64.43
163.34
227.77
1,373.40
m2
0.66
68.40
179.48
247.88
1,509.11
0.68
70.80
179.48
250.28
1,509.11
m2
1.30
135.33
87.50
222.83
735.75
1.02
106.20
87.50
193.70
735.75
m2
1.17
122.38
78.68
201.06
747.55
m2
1.00
104.84
78.68
183.52
747.55
U8.3.3
battered straight walls
U8.3.3.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; 375mm thick; battered
walls; one face battered at an angle of
1:20
U8.3.3.02 as above; battered walls; both faces
battered at an angle of 1:20
U8.3.3.03 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; 412mm thick; battered
walls; one face battered at an angle of
1:20
U8.3.3.04 as above; battered walls; both faces
battered at an angle of 1:20
U8.3.3.05 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; 450mm thick; battered
walls; one face battered at an angle of
1:20
U8.3.3.06 as above; battered walls; both faces
battered at an angle of 1:20
U8.3.3.07 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 100 - 200mm high
with natural exposed faces; in
cement lime mortar (1:2:9); facing
and recessed pointing as the work
proceeds; 450mm thick; battered
walls; one face battered at angle of
1:20
U8.3.3.08 as above; battered walls; both faces
battered at an angle of 1:20
390
23/08/2010 16:54:15
U8
U8.3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
m2
1.28
133.66
87.66
221.32
831.66
m2
1.10
114.65
87.66
202.31
831.66
U8.4.1
vertical straight walls
U8.4.1.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 100 - 200mm high
with natural exposed faces; in
cement lime mortar (1:2:9); facing
and recessed pointing as the work
proceeds; facing and recessed
pointing as the work proceeds;
600mm thick
m2
0.86
89.59
105.09
194.68
997.52
m2
1.04
108.18
105.09
213.27
997.52
1.23
128.54
105.09
233.63
997.52
m2
1.41
146.81
105.09
251.90
997.52
1.24
128.96
105.09
234.05
997.52
U8.4
Thickness: 500mm - 1m
391
CESSM3_Full Book.indd 391
U8
U8.7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Surface features
0.13
13.05
13.05
0.13
13.05
13.05
Band courses
U8.7.4
U8.7.4.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; Projecting band set
forward 25mm from wall face; one
course wide; flush pointing one side
and top and bottom of projection
0.06
6.58
6.58
0.06
6.58
6.58
Pilasters
U8.7.6
U8.7.6.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; Pilaster attached to wall
face; 600 x 200mm; recessed
pointing all faces
0.17
17.44
23.87
41.31
198.56
0.29
30.60
53.04
83.64
443.81
0.17
17.44
20.80
38.24
198.56
0.29
30.60
46.67
77.27
446.17
392
23/08/2010 16:54:23
U8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.17
17.44
17.44
0.33
34.46
34.46
0.17
17.44
17.44
0.33
34.46
34.46
U8.8.1
Joint reinforcement
U8.8.1.01 Exmet galvanised brick
reinforcement; 24 gauge; horizontal;
100mm wide
U8.8.1.02 as above; 225mm wide
m
m
0.04
0.05
4.39
5.49
1.03
2.06
5.42
7.55
2.82
5.64
0.06
6.59
3.09
9.68
8.46
0.07
7.69
4.12
11.81
11.28
0.14
15.37
8.24
23.61
22.56
0.01
1.32
1.30
2.62
4.75
0.01
2.20
2.60
4.80
9.51
0.02
4.39
3.90
8.29
14.26
0.02
6.04
5.21
11.25
19.02
0.05
7.14
10.41
17.55
38.04
0.01
1.65
1.30
2.95
4.75
Unit
U8.7
Surface features
Plinths
U8.7.7
U8.7.7.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; Plinth one course thick;
set forward 25mm from wall face;
450mm high
U8.7.7.02 as above; Plinth one course thick; set
forward 25mm from wall face;
900mm high
U8.7.7.03 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 100 - 200mm high
with natural exposed faces; in
cement lime mortar (1:2:9); facing
and recessed pointing as the work
proceeds; Plinth one course thick;
set forward 25mm from wall
U8.7.7.04 as above; Plinth one course thick; set
forward 25mm from wall face;
900mm high; recessed pointing face
and top of projection
U8.8
Kg
Ancillaries
393
CESSM3_Full Book.indd 393
U8
U8.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.02
2.42
2.60
5.02
9.51
0.04
4.94
3.90
8.84
14.26
0.05
6.59
5.21
11.80
19.02
0.10
7.69
10.41
18.10
38.04
0.01
0.66
1.00
1.66
4.75
0.01
1.32
2.00
3.32
9.51
0.02
1.98
3.00
4.98
14.26
0.02
2.63
4.01
6.64
19.02
0.05
5.27
8.01
13.28
38.04
0.01
1.32
1.00
2.32
4.75
0.02
2.63
2.00
4.63
9.51
0.04
3.95
3.00
6.95
14.26
0.05
5.27
4.01
9.28
19.02
0.10
10.54
8.01
18.55
38.04
0.01
0.66
1.31
1.97
4.75
0.01
1.32
2.62
3.94
9.51
0.02
1.98
3.93
5.91
14.26
0.02
2.63
5.25
7.88
19.02
0.05
5.27
10.49
15.76
38.04
0.01
1.32
1.31
2.63
4.75
m
m
0.02
0.04
2.63
3.95
2.62
3.93
5.25
7.88
9.51
14.26
394
23/08/2010 16:54:33
U8
U8.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Ancillaries
0.05
5.27
5.25
10.52
19.02
0.10
10.54
10.49
21.03
38.04
Movement joints
U8.8.3
U8.8.3.01 Expansion joints; filling with Fillcrete
joint filler; 20mm thick expansion
joint; vertical; 102.5mm wide
0.06
6.92
2.23
9.15
0.12
0.10
11.42
4.47
15.89
0.24
0.17
18.33
6.70
25.03
0.36
0.25
27.56
8.93
36.49
0.49
0.42
46.11
17.87
63.98
0.97
U8.8.4
Bonds to existing work
U8.8.4.01 Cotswold limestone, Farmington
stone quarry uncoursed random
rubble walling 50 - 100mm high with
natural exposed faces; laid dry; facing
both sides; bonding 450mm rubble
masonry to existing 450mm rubble
masonry; cutting and toothing
alternate courses
m2
0.13
13.05
2.05
15.10
16.82
m2
0.17
17.44
2.11
19.55
17.06
m2
0.13
13.05
1.80
14.85
16.82
0.17
17.44
1.85
19.29
17.06
m
2
m
0.20
0.30
21.96
32.94
4.31
8.62
26.27
41.56
15.60
31.20
0.40
43.92
12.93
56.85
46.80
m2
0.50
54.90
17.23
72.13
62.40
395
CESSM3_Full Book.indd 395
U8
U8.8
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.27
22.51
1.18
Kg
Ancillaries
Nr
0.19
19.63
0.54
20.17
2.36
Nr
0.17
17.44
0.54
17.98
2.36
Nr
0.19
19.63
0.54
20.17
2.36
22.24
0.27
22.51
1.18
Nr
0.29
30.60
0.32
30.92
1.42
Nr
0.21
22.24
0.54
22.78
2.36
Nr
0.29
30.60
0.54
31.14
2.36
396
23/08/2010 16:54:43
CLASS V:
PAINTING
23/08/2010 16:54:43
23/08/2010 16:54:43
Class V - Painting
Qty
1
2
1
399
CESSM3_Full Book.indd 399
Rate
x
x
x
17.93
16.68
12.56
Total
=
=
=
17.93
33.37
12.56
63.86
Class V - Painting
Class V - Painting
Note(s):
1) Labour rates are based on free access to the work. No allowance has been made for
scaffolding or time required to gain access to the work. The rates include an element of normal
clean up time.
2) All the rates shown are based on hand work; where spray painting is justified, that is where
large areas have to be covered, the cost per metre can be substantially reduced. The following
table shows gang hours to paint various surfaces one coat using one gun and non-lead paint.
Surface
Concrete
Brickwork
Plasterer
Metal (smooth)
Wood (planed)
Area
Covered
m2/litre
Area
m2/hour
Gang
Hours
/m2
10
10
14
19
16
30
30
35
40
38
0.033
0.033
0.028
0.025
0.026
3) Priming coats or first coats include the cost of labour in preparing surfaces.
V1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.99
5.97
0.36
1.48
8.95
0.53
9.13
4.79
4.79
2.96
0.41
0.54
12.09
5.20
5.33
1.07
0.36
0.36
4.98
0.99
5.97
0.36
8.30
1.48
9.78
0.53
9.52
4.98
4.98
2.96
0.41
0.54
12.48
5.39
5.52
1.07
0.36
0.36
V1.1
V1.1.1
V1.1.1.01
V1.1.1.02
V1.1.1.03
V1.1.1.04
V1.1.1.05
V1.1.2
V1.1.2.01
V1.1.2.02
V1.1.2.03
V1.1.2.04
V1.1.2.05
m2
m2
m2
0.14
0.08
0.08
m2
m2
m2
0.15
0.08
0.08
Kg
400
23/08/2010 16:54:48
Class V - Painting
V1
Labour
Hours
Labour
Net
V1.1
V1.1.3
V1.1.3.01
V1.1.3.02
V1.1.3.03
V1.1.3.04
V1.1.3.05
V1.1.4
V1.1.4.01
V1.1.4.02
V1.1.4.03
V1.1.4.04
V1.1.4.05
m2
m2
m2
0.16
0.08
0.08
9.96
5.11
5.11
Plant
Net
Materials
Net
Unit
Net
CO 2
0.99
6.10
0.36
1.48
11.06
0.53
2.96
0.41
0.54
12.92
5.52
5.65
1.07
0.36
0.36
0.99
7.38
0.36
1.48
12.34
0.53
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Lead substitute primer paint
m2
0.10
6.39
Lead substitute primer paint; moderately
rusted surfaces, wire brushed
m2
0.17
10.86
Lead substitute primer paint; heavily rusted
surfaces, wire brushed
Iron based primer paint
Zinc rich primer paint
Kg
m2
m2
m2
0.19
0.10
0.10
12.20
6.39
6.39
2.96
0.41
0.54
15.16
6.80
6.93
1.07
0.36
0.36
V1.1.6
V1.1.6.01
V1.1.6.02
0.03
1.60
0.30
1.90
0.11
0.07
4.53
0.49
5.02
0.18
V1.1.6.03
m
m
m
0.05
0.03
0.03
3.07
1.60
1.60
0.99
0.12
0.16
4.06
1.72
1.76
0.36
0.11
0.11
V1.1.6.04
V1.1.6.05
V1.1.7
V1.1.7.01
V1.1.7.02
0.04
2.43
0.49
2.92
0.18
0.06
3.64
0.69
4.33
0.25
V1.1.7.03
m
m
m
0.07
0.04
0.04
4.53
2.43
2.43
1.48
0.20
0.41
6.01
2.63
2.84
0.53
0.18
0.27
Nr
0.15
9.58
1.97
11.55
0.71
Nr
0.17
10.98
2.96
13.94
1.07
Nr
0.29
18.52
5.92
24.44
2.14
Nr
0.15
9.58
0.81
10.39
0.71
Nr
0.15
9.58
0.54
10.12
0.36
V1.1.7.04
V1.1.7.05
V1.1.8
V1.1.8.01
V1.1.8.02
V1.1.8.03
V1.1.8.04
V1.1.8.05
401
CESSM3_Full Book.indd 401
Class V - Painting
V1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V1.2
Timber
V1.2.1
V1.2.1.01
0.61
5.40
0.36
V1.2.2
V1.2.2.01
4.98
0.61
5.59
0.36
V1.2.3
V1.2.3.01
0.61
5.72
0.36
V1.2.4
V1.2.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Wood primer; planed timber
m2
0.10
6.39
-
0.61
7.00
0.36
V1.2.6
V1.2.6.01
0.03
1.60
0.18
1.78
0.11
V1.2.7
V1.2.7.01
0.04
2.43
0.30
2.73
0.18
V1.2.8
V1.2.8.01
Nr
0.15
9.58
1.22
10.80
0.71
V1.3
Smooth concrete
V1.3.1
V1.3.1.01
0.95
5.74
0.61
4.92
0.95
5.87
0.61
0.95
6.19
0.61
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Masonry sealer; Unprimed smooth
concrete
m2
0.10
6.39
-
0.95
7.34
0.61
0.03
1.60
0.34
1.94
0.21
0.04
2.36
0.67
3.03
0.43
Nr
0.15
9.58
1.91
11.49
1.21
V1.3.2
V1.3.2.01
V1.3.3
V1.3.3.01
V1.3.4
V1.3.4.01
V1.3.6
V1.3.6.01
V1.3.7
V1.3.7.01
V1.3.8
V1.3.8.01
402
23/08/2010 16:55:00
Class V - Painting
V1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V1.4
Rough concrete
V1.4.1
V1.4.1.01
1.07
6.31
0.68
5.43
1.07
6.50
0.68
1.07
6.82
0.68
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Masonry sealer; unprimed rough
concrete; sawn board finish
m2
0.11
7.02
-
1.07
8.09
0.68
0.03
1.72
0.34
2.06
0.21
0.04
2.55
0.67
3.22
0.43
Nr
0.17
10.54
2.13
12.67
1.35
V1.4.2
V1.4.2.01
V1.4.3
V1.4.3.01
V1.4.4
V1.4.4.01
V1.4.6
V1.4.6.01
V1.4.7
V1.4.7.01
V1.4.8
V1.4.8.01
V1.5
Masonry
V1.5.1
V1.5.1.01
1.07
6.31
0.68
V1.5.2
V1.5.2.01
5.43
1.07
6.50
0.68
V1.5.3
V1.5.3.01
1.07
6.82
0.68
V1.5.4
V1.5.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
m2
0.11
7.02
Masonry sealer; unprimed masonry
1.07
8.09
0.68
V1.5.6
V1.5.6.01
0.03
1.72
0.34
2.06
0.21
V1.5.7
V1.5.7.01
0.04
2.55
0.67
3.22
0.43
V1.5.8
V1.5.8.01
Nr
0.17
10.54
2.13
12.67
1.35
403
CESSM3_Full Book.indd 403
Class V - Painting
V1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V1.6
V1.6.1
V1.6.1.01
1.23
6.98
0.78
6.07
1.23
7.30
0.78
1.23
7.62
0.78
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Masonry sealer; unprimed brickwork
and blockwork
m2
0.12
7.66
-
1.23
8.89
0.78
0.03
1.92
0.39
2.31
0.25
0.05
2.87
0.62
3.49
0.39
Nr
0.18
11.49
2.47
13.96
1.57
m2
0.10
6.39
0.99
7.38
0.36
m2
0.12
7.60
1.48
9.08
0.53
m2
m2
m2
0.15
0.10
0.08
9.71
6.39
4.79
2.96
0.41
0.54
12.67
6.80
5.33
1.07
0.36
0.36
V1.6.2
V1.6.2.01
V1.6.3
V1.6.3.01
V1.6.4
V1.6.4.01
V1.6.6
V1.6.6.01
V1.6.7
V1.6.7.01
V1.6.8
V1.6.8.01
V1.7
Metal sections
V1.7.1
V1.7.1.01
V1.7.1.02
Generally
Lead substitute primer paint
Lead substitute primer paint; moderately
rusted surfaces, wire brushed
V1.7.1.03
V1.7.1.04
V1.7.1.05
V1.8
Pipework
V1.8.1
V1.8.1.01
V1.8.1.02
Generally
Lead substitute primer paint
Lead substitute primer paint; moderately
rusted surfaces, wire brushed
m2
0.10
6.39
0.99
7.38
0.36
m2
0.12
7.60
1.48
9.08
0.53
V1.8.1.04
m2
m2
0.15
0.10
9.71
6.39
2.96
0.41
12.67
6.80
1.07
0.36
V2
V2.1
V2.1.1
V2.1.1.01
1.06
5.85
0.53
V1.8.1.03
404
23/08/2010 16:55:27
Class V - Painting
V2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V2.1
V2.1.2
V2.1.2.01
4.98
1.06
6.04
0.53
V2.1.3
V2.1.3.01
1.06
6.17
0.53
V2.1.4
V2.1.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Zinc coated or aluminium surfaces
m2
0.10
6.39
-
1.06
7.45
0.53
V2.1.6
V2.1.6.01
0.03
1.60
0.35
1.95
0.18
V2.1.7
V2.1.7.01
0.04
2.43
0.50
2.93
0.25
V2.1.8
V2.1.8.01
Nr
0.15
9.58
0.21
9.79
0.11
m2
0.08
5.24
1.06
6.30
0.53
m2
0.08
5.24
1.06
6.30
0.53
V2.7
Metal sections
V2.7.1
V2.7.1.01
Generally
Zinc coated or aluminium surfaces
V2.8
Pipework
V2.8.1
V2.8.1.01
Generally
Zinc coated or aluminium surfaces
V3
Oil Paint
V3.1
V3.1.1
V3.1.1.01
2.00
7.56
1.00
V3.1.2
V3.1.2.01
5.75
2.00
7.75
1.00
V3.1.3
V3.1.3.01
2.00
8.07
1.00
V3.1.4
V3.1.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; primed metal
m2
0.12
7.47
-
2.00
9.47
1.00
V3.1.6
V3.1.6.01
0.03
1.92
0.64
2.56
0.32
V3.1.7
V3.1.7.01
0.04
2.68
1.29
3.97
0.64
V3.1.8
V3.1.8.01
Nr
0.18
11.49
4.01
15.50
1.99
405
CESSM3_Full Book.indd 405
Class V - Painting
V3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V3.2
Timber
V3.2.1
V3.2.1.01
2.00
7.56
1.00
V3.2.2
V3.2.2.01
5.75
2.00
7.75
1.00
V3.2.3
V3.2.3.01
2.00
8.07
1.00
V3.2.4
V3.2.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
m2
0.12
7.47
in three coats; planed, primed timber
2.00
9.47
1.00
V3.2.6
V3.2.6.01
0.03
1.92
0.64
2.56
0.32
V3.2.7
V3.2.7.01
0.04
2.68
1.29
3.97
0.64
V3.2.8
V3.2.8.01
Nr
0.18
11.49
4.01
15.50
1.99
m2
0.12
7.47
2.00
9.47
1.00
m2
0.12
7.47
2.00
9.47
1.00
V3.7
Metal sections
V3.7.1
V3.7.1.01
Generally
Oil paint in three coats; planed, primed
timber
V3.8
Pipework
V3.8.1
V3.8.1.01
Generally
Oil paint in three coats; planed, primed
timber
V4
V4.1
V4.1.1
V4.1.1.01
2.00
7.56
1.00
V4.1.2
V4.1.2.01
5.75
2.00
7.75
1.00
V4.1.3
V4.1.3.01
2.00
8.07
1.00
V4.1.4
V4.1.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; primed metal
m2
0.12
7.47
-
2.00
9.47
1.00
V4.1.6
V4.1.6.01
0.64
2.56
0.32
0.03
1.92
406
23/08/2010 16:55:58
Class V - Painting
V4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V4.1
V4.1.7
V4.1.7.01
0.04
2.68
1.29
3.97
0.64
V4.1.8
V4.1.8.01
Nr
0.18
11.49
4.01
15.50
1.99
V4.2
Timber
V4.2.1
V4.2.1.01
2.00
7.56
1.00
V4.2.2
V4.2.2.01
5.75
2.00
7.75
1.00
V4.2.3
V4.2.3.01
2.00
8.07
1.00
V4.2.4
V4.2.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; primed timber
m2
0.12
7.47
-
2.00
9.47
1.00
V4.2.6
V4.2.6.01
0.03
1.92
0.64
2.56
0.32
V4.2.7
V4.2.7.01
0.04
2.68
1.29
3.97
0.64
V4.2.8
V4.2.8.01
Nr
0.18
11.49
4.01
15.50
1.99
V4.3
Smooth concrete
V4.3.1
V4.3.1.01
1.50
8.72
0.85
V4.3.2
V4.3.2.01
7.47
1.50
8.97
0.85
V4.3.3
V4.3.3.01
1.50
9.29
0.85
V4.3.4
V4.3.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
one coat sealer; two coats finish
m2
0.15
9.39
-
1.50
10.89
0.85
V4.3.6
V4.3.6.01
0.04
2.36
0.50
2.86
0.28
V4.3.7
V4.3.7.01
0.06
3.51
0.75
4.26
0.43
V4.3.8
V4.3.8.01
Nr
0.31
19.92
0.90
20.82
0.61
407
CESSM3_Full Book.indd 407
Class V - Painting
V4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V4.4
Rough concrete
V4.4.1
V4.4.1.01
1.50
8.97
0.85
7.85
1.50
9.35
0.85
1.50
9.61
0.85
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
one coat sealer; two coats finish; sawn
board finish
m2
0.15
9.39
-
1.50
10.89
0.85
0.04
2.36
0.50
2.86
0.28
0.06
3.64
0.75
4.39
0.43
Nr
0.31
19.99
2.12
22.11
1.21
V4.4.2
V4.4.2.01
V4.4.3
V4.4.3.01
V4.4.4
V4.4.4.01
V4.4.6
V4.4.6.01
V4.4.7
V4.4.7.01
V4.4.8
V4.4.8.01
V4.5
Masonry
V4.5.1
V4.5.1.01
1.50
8.97
0.85
V4.5.2
V4.5.2.01
7.85
1.50
9.35
0.85
V4.5.3
V4.5.3.01
1.50
9.61
0.85
V4.5.4
V4.5.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
one coat sealer; two coats finish
m2
0.15
9.39
-
1.50
10.89
0.85
V4.5.6
V4.5.6.01
0.04
2.36
0.50
2.86
0.28
V4.5.7
V4.5.7.01
0.06
3.64
0.75
4.39
0.43
V4.5.8
V4.5.8.01
Nr
0.31
19.99
0.90
20.89
0.61
1.50
8.97
0.85
V4.6
V4.6.1
V4.6.1.01
408
23/08/2010 16:56:32
Class V - Painting
V4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
V4.6
V4.6.2
V4.6.2.01
7.85
1.50
9.35
0.85
V4.6.3
V4.6.3.01
1.50
9.61
0.85
V4.6.4
V4.6.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
one coat sealer; two coats finish
m2
0.15
9.52
-
1.50
11.02
0.85
V4.6.6
V4.6.6.01
0.04
2.36
0.50
2.86
0.28
V4.6.7
V4.6.7.01
0.06
3.64
0.75
4.39
0.43
V4.6.8
V4.6.8.01
Nr
0.31
19.99
2.12
22.11
1.21
m2
0.09
5.94
1.29
7.23
0.64
m2
0.09
5.94
1.29
7.23
0.64
V4.7
Metal sections
V4.7.1
V4.7.1.01
Generally
one coat sealer; two coats finish
V4.8
Pipework
V4.8.1
V4.8.1.01
Generally
one coat sealer; two coats finish
V5
Emulsion Paint
V5.2
Timber
V5.2.1
V5.2.1.01
0.91
6.02
0.71
V5.2.2
V5.2.2.01
5.11
0.91
6.02
0.71
V5.2.3
V5.2.3.01
0.91
6.02
0.71
V5.2.4
V5.2.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; planed, primed timber
m2
0.11
7.02
-
0.91
7.93
0.71
V5.2.6
V5.2.6.01
0.02
1.28
0.32
1.60
0.25
V5.2.7
V5.2.7.01
0.03
1.92
0.46
2.38
0.36
409
CESSM3_Full Book.indd 409
Class V - Painting
V5
V5.2
Timber
V5.2.8
V5.2.8.01
Nr
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.16
10.22
1.82
12.04
1.42
Kg
V5.3
Smooth concrete
V5.3.1
V5.3.1.01
0.46
5.57
0.36
5.11
0.46
5.57
0.36
0.46
5.57
0.36
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; primed smooth
concrete
m2
0.11
7.02
-
0.46
7.48
0.36
0.02
1.28
0.14
1.42
0.11
0.03
1.92
0.23
2.15
0.18
Nr
0.16
10.22
0.68
10.90
0.53
V5.3.2
V5.3.2.01
V5.3.3
V5.3.3.01
V5.3.4
V5.3.4.01
V5.3.6
V5.3.6.01
V5.3.7
V5.3.7.01
V5.3.8
V5.3.8.01
V5.6
V5.6.1
V5.6.1.01
0.46
7.29
0.36
V5.6.2
V5.6.2.01
7.34
0.46
7.80
0.36
V5.6.3
V5.6.3.01
0.46
7.93
0.36
V5.6.4
V5.6.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats
m2
0.15
9.58
-
0.55
10.13
0.43
V5.6.6
V5.6.6.01
0.04
2.55
0.14
2.69
0.11
V5.6.7
V5.6.7.01
0.05
3.19
0.27
3.46
0.21
V5.6.8
V5.6.8.01
Nr
0.22
13.73
1.09
14.82
0.85
V6
Cement Paint
410
23/08/2010 16:57:05
V5.6.8
V5.6.8.01
V6
V5
Nr
0.22
13.73
1.09
14.82
0.85
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.92
4.75
0.71
1.82
0.92
12.04
4.75
1.42
0.71
0.92
4.75
0.71
0.46
0.92
5.57
6.03
0.36
0.71
3.23
0.46
4.51
5.57
2.49
0.36
0.46
3.01
0.36
0.46
5.57
0.36
1.85
0.46
9.51
7.48
1.42
0.36
0.14
1.16
1.42
6.27
0.11
0.89
0.23
1.16
2.15
6.27
0.18
0.89
0.68
1.16
10.90
6.27
0.53
0.89
1.16
7.55
0.89
0.46
7.29
0.36
0.32
0.46
2.24
7.80
0.25
0.36
0.55
0.46
3.10
7.93
0.43
0.36
0.55
10.13
0.43
2.31
0.14
12.53
2.69
1.78
0.11
0.27
3.46
0.21
1.16
6.27
0.89
--
1.16
1.09
6.27
14.82
0.89
0.85
Cement Paint
Emulsion
Paint continued...
V6.3
V5.2
Smooth concrete
Timber
V6.3.1
V5.2.8
V6.3.1.01
V5.2.8.01
V6.3.2
V6.3.2.01
Upper surfaces
inclined
at an angle not exceeding 30 degrees to the horizontal
Isolated
groups of
surfaces
in three
three coats;
coats planed, primed timber;
m2
in
0.06
3.83
300 x 200mm access hatch and frame
Upper
inclined
in
wall; surfaces
painting one
sideat 30 - 60 degrees to the
Nr horizontal
0.16
10.22
in three coats
m2
0.06
3.83
V6.3.3
V5.3
V6.3.3.01
V5.3.1
V5.3.1.01
V6.3.4
V6.3.4.01
Surfaces inclined
at an angle exceeding 60 degrees to the horizontal
Smooth
concrete
in three coats
m2
0.06
3.83
Upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal
in
three
coats; and
primed
smooth
Soffit
surfaces
lower
surfaces inclined at an angle not exceeding 60 degrees to the horizontal
2
concrete
m
0.08
5.11
-in three coats
m2
0.08
5.11
V5.3.2
V6.3.6
V5.3.2.01
V6.3.6.01
Upper
inclined
at 30 - 60300mm
degrees to the horizontal
Surfacessurfaces
of width
not exceeding
in
m
in three
three coats;
coats primed smooth
0.02
1.28
concrete
m2
0.08
5.11
Surfaces of width 300mm - 1m
inclined at an angle exceeding 60 degrees
horizontal 2.55
Surfaces
m to the0.04
in three coats
in three coats; primed smooth
concrete
m2
0.08
5.11
Isolated groups of surfaces
in three coats; 2000 x 215 x 200mm
Soffit
and lower
surfaces
inclined at an angle not exceeding 60 degrees to the horizontal
deepsurfaces
lintel in wall;
painting
one face
in
three
and
soffitcoats; primed smooth
Nr
0.12
7.66
concrete
m2
0.11
7.02
Rough concrete
Surfaces of width not exceeding 300mm
in
threesurfaces
coats; primed
Upper
inclinedsmooth
at an angle not exceeding 30 degrees to the horizontal
concrete
m
0.02
1.28
in three coats; primed rough concrete;
sawn board finish
m2
0.08
5.11
Surfaces of width 300mm - 1m
in
threesurfaces
coats; primed
Upper
inclinedsmooth
at 30 - 60 degrees to the horizontal
concrete
m
0.03
1.92
in three coats; primed rough concrete;
sawn board finish
m2
0.08
5.11
Isolated groups of surfaces
in
three coats;
primed
Surfaces
inclined
at an smooth
angle exceeding 60 degrees to the horizontal
concrete;
2000primed
x 215 xrough
200mm
deep
in three coats;
concrete;
lintel
wall; finish
painting one face and soffit
Nr
0.16
10.22
-sawninboard
m2
0.08
5.11
V6.3.7
V5.3.3
V6.3.7.01
V5.3.3.01
V6.3.8
V6.3.8.01
V5.3.4
V5.3.4.01
V6.4
V5.3.6
V5.3.6.01
V6.4.1
V6.4.1.01
V5.3.7
V5.3.7.01
V6.4.2
V6.4.2.01
V5.3.8
V5.3.8.01
V6.4.3
V6.4.3.01
V6.4.4
V5.6
V6.4.4.01
V5.6.1
V5.6.1.01
V6.4.6
V6.4.6.01
V5.6.2
V5.6.2.01
V6.4.7
V6.4.7.01
V5.6.3
V5.6.3.01
V6.4.8
V5.6.4
V6.4.8.01
V5.6.4.01
Class V - Painting
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Brickwork
and
blockwork
in three coats;
primed
rough concrete;
sawn board finish
m2
0.10
6.39
Upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal
in
three coats
Surfaces
of width not exceeding 300mm
m2
0.11
6.83
in three coats; primed rough concrete;
surfaces
inclined at 30 - 60 degrees to the
Upper
sawn board
finish
m horizontal
0.03
1.92
in three coats
m2
0.12
7.34
Surfaces of width 300mm - 1m
in three coats;
roughexceeding
concrete;60 degrees to the horizontal
inclinedprimed
at an angle
Surfaces
sawn
board
m2
0.04
2.55
in
three
coatsfinish
m
0.12
7.47
--
V5.6.6
V5.6.6.01
Isolated
groups
of lower
surfaces
surfaces
and
surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Soffit
in three
three coats
coats; primed rough concrete;
in
m2
0.15
9.58
sawn board finish; 2000 x 215 x
200mm of
deep
lintel
wall; painting
width
notinexceeding
300mm
Surfaces
one
face
and
soffit
Nr
0.16
10.22
m
in three coats
0.04
2.55
--
V6.5
V5.6.7
V5.6.7.01
V6.5.1
V6.5.1.01
V5.6.8
V5.6.8.01
V6.5.2
V6.5.2.01
Masonry
Surfaces
of width 300mm - 1m
m
in three coats
0.05
3.19
Upper surfaces inclined at an angle not exceeding 30 degrees to the horizontal
in three groups
coats; primed
masonry
m2
Isolated
of surfaces
0.08
5.11
in three coats; stepped and spayed
Upperoverall
surfaces
at 30x - 60 degrees to the horizontal
plinth
sizeinclined
450 x 450
in three coats;
primed
masonry
450mm;
painting
all faces
m2
0.08
5.11
Nr
0.22
13.73
V6
Cement Paint
411
Kg
Class V - Painting
V6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.16
6.27
0.89
Kg
V6.5
Masonry
V6.5.3
V6.5.3.01
V6.5.4
V6.5.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; primed masonry
m2
0.10
6.39
-
1.16
7.55
0.89
V6.5.6
V6.5.6.01
0.03
1.92
0.32
2.24
0.25
V6.5.7
V6.5.7.01
0.04
2.55
0.55
3.10
0.43
V6.5.8
V6.5.8.01
Nr
0.16
10.22
2.31
12.53
1.78
V6.6
V6.6.1
V6.6.1.01
1.39
6.69
1.07
5.43
1.39
6.82
1.07
1.39
7.14
1.07
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
in three coats; primed brickwork and
blockwork
m2
0.11
6.83
-
1.39
8.22
1.07
0.03
1.72
0.46
2.18
0.36
0.04
2.55
0.69
3.24
0.53
Nr
0.17
10.54
1.39
11.93
1.07
V6.6.2
V6.6.2.01
V6.6.3
V6.6.3.01
V6.6.4
V6.6.4.01
V6.6.6
V6.6.6.01
V6.6.7
V6.6.7.01
V6.6.8
V6.6.8.01
V7
V7.2
Timber
V7.2.1
V7.2.1.01
0.96
6.71
0.50
0.96
6.71
0.50
V7.2.2
V7.2.2.01
5.75
412
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Class V - Painting
V7
Materials
Net
Unit
Net
CO 2
0.96
6.71
0.50
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
Polyurethane varnish in two coats;
planed, primed timber
m2
0.12
7.66
-
0.96
8.62
0.50
0.03
1.92
0.34
2.26
0.18
0.04
2.55
0.48
3.03
0.25
Nr
0.18
11.49
1.93
13.42
1.00
Unit
Labour
Hours
Labour
Net
V7.2
Timber
V7.2.3
V7.2.3.01
V7.2.4
V7.2.4.01
V7.2.6
V7.2.6.01
V7.2.7
V7.2.7.01
V7.2.8
V7.2.8.01
Kg
V8
V8.1
V8.1.1
V8.1.1.01
V8.1.1.02
0.62
4.76
6.37
13.51
0.71
4.17
V8.1.2
V8.1.2.01
V8.1.2.02
5.75
9.13
0.62
4.76
6.37
13.89
0.71
4.17
V8.1.3
V8.1.3.01
V8.1.3.02
0.62
4.76
6.37
14.34
0.71
4.17
V8.1.4
V8.1.4.01
V8.1.4.02
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
to BS 3416, in two coats
m2
0.12
7.66
to BS 3416, heavy duty; in two coats
m2
0.18
11.69
-
0.62
4.76
8.28
16.45
0.71
4.17
V8.1.6
V8.1.6.01
V8.1.6.02
m
m
0.02
0.05
1.47
2.87
0.22
1.63
1.69
4.50
0.25
1.42
V8.1.7
V8.1.7.01
V8.1.7.02
m
m
0.03
0.07
2.11
4.28
0.47
2.44
2.58
6.72
0.53
2.14
V8.1.8
V8.1.8.01
Nr
0.18
11.49
1.24
12.73
1.42
413
CESSM3_Full Book.indd 413
Class V - Painting
V8
Labour
Hours
V8.1
V8.1.8
V8.1.8.02
Nr
0.28
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
17.56
9.52
27.08
8.33
Kg
V8.2
V8.2.1
V8.2.1.01
0.62
6.37
0.71
4.76
13.51
4.17
5.75
0.62
6.37
0.71
9.13
4.76
13.89
4.17
0.62
6.37
0.71
4.76
14.34
4.17
0.62
8.28
0.71
4.76
16.45
4.17
V8.2.1.02
V8.2.2
V8.2.2.01
V8.2.2.02
V8.2.3
V8.2.3.01
V8.2.3.02
V8.2.4
V8.2.4.01
V8.2.4.02
V8.2.6
V8.2.6.01
V8.2.6.02
V8.2.7
V8.2.7.01
V8.2.7.02
V8.2.8
V8.2.8.01
V8.2.8.02
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
to BS 3416, in two coats; primed
timber
m2
0.12
7.66
to BS 3416, heavy duty; in two coats;
primed planed timber
m2
0.18
11.69
Surfaces of width not exceeding 300mm
to BS 3416, in two coats; primed
timber
to BS 3416, heavy duty; in two coats;
primed planed timber
0.03
1.92
0.22
2.14
0.25
0.05
2.87
1.63
4.50
1.42
0.04
2.55
0.47
3.02
0.53
0.07
4.28
2.44
6.72
2.14
Nr
0.18
11.49
1.24
12.73
1.42
Nr
0.28
17.56
9.52
27.08
8.33
0.68
5.34
0.78
5.21
14.98
4.56
V8.3
Smooth concrete
V8.3.1
V8.3.1.01
V8.3.1.02
414
23/08/2010 16:58:40
Class V - Painting
V8
Labour
Hours
V8.3
Smooth concrete
V8.3.2
V8.3.2.01
V8.3.2.02
V8.3.3
V8.3.3.01
V8.3.3.02
V8.3.4
V8.3.4.01
V8.3.4.02
V8.3.6
V8.3.6.01
V8.3.6.02
V8.3.7
V8.3.7.01
V8.3.7.02
V8.3.8
V8.3.8.01
V8.3.8.02
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
4.79
0.68
5.47
0.78
10.22
5.21
15.43
4.56
0.68
5.79
0.78
5.21
15.87
4.56
0.68
7.07
0.78
5.21
19.90
4.56
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
to BS 3416, in two coats
m2
0.10
6.39
to BS 3416, heavy duty; in two coats;
sealed smooth concrete
m2
0.23
14.69
Surfaces of width not exceeding 300mm
to BS 3416, in two coats
to BS 3416, heavy duty; in two coats;
sealed smooth concrete
0.04
2.55
0.22
2.77
0.25
0.05
3.19
1.75
4.94
1.53
0.04
2.36
0.34
2.70
0.39
0.08
4.79
2.60
7.39
2.28
Nr
0.18
11.49
1.37
12.86
1.57
Nr
0.28
17.56
10.42
27.98
9.11
1.62
6.73
1.85
5.29
15.83
4.63
5.30
1.62
6.92
1.85
11.05
5.29
16.34
4.63
1.62
7.18
1.85
5.29
16.78
4.63
V8.4
Rough concrete
V8.4.1
V8.4.1.01
V8.4.1.02
V8.4.2
V8.4.2.01
V8.4.2.02
V8.4.3
V8.4.3.01
V8.4.3.02
Kg
415
CESSM3_Full Book.indd 415
Class V - Painting
V8
Labour
Hours
Labour
Net
Plant
Net
V8.4
Rough concrete
V8.4.4
V8.4.4.01
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
to BS 3416, in two coats; sawn board
finish
m2
0.11
7.02
to BS 3416, heavy duty; in two coats;
sealed rough concrete; sawn board
finish
m2
0.22
14.05
-
V8.4.4.02
V8.4.6
V8.4.6.01
V8.4.6.02
V8.4.7
V8.4.7.01
V8.4.7.02
V8.4.8
V8.4.8.01
V8.4.8.02
19.34
4.63
0.61
0.06
3.51
1.67
5.18
1.46
0.04
2.55
0.81
3.36
0.93
0.08
5.30
2.65
7.95
2.31
Nr
0.16
10.22
0.50
10.72
0.57
Nr
0.33
21.07
10.58
31.65
9.26
1.62
6.73
1.85
5.29
15.83
4.63
5.30
1.62
6.92
1.85
11.05
5.29
16.34
4.63
1.62
7.18
1.85
5.29
16.78
4.63
1.62
8.64
1.85
5.29
19.34
4.63
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
to BS 3416, in two coats
m2
0.11
7.02
to BS 3416, heavy duty; in two coats;
sealed masonry
m2
0.22
14.05
-
5.29
2.13
1.85
0.53
8.64
V8.5.6
V8.5.6.01
V8.5.6.02
1.62
Kg
1.60
V8.5.1
V8.5.1.01
V8.5.1.02
V8.5.4
V8.5.4.01
V8.5.4.02
CO 2
0.03
Masonry
V8.5.3
V8.5.3.01
V8.5.3.02
Unit
Net
V8.5
V8.5.2
V8.5.2.01
V8.5.2.02
Materials
Net
0.03
1.60
0.53
2.13
0.61
0.06
3.51
1.67
5.18
1.46
416
23/08/2010 16:59:06
Class V - Painting
V8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.04
2.55
0.81
3.36
0.93
0.08
5.30
2.65
7.95
2.31
Nr
0.16
10.22
0.50
10.72
0.57
Nr
0.33
21.07
10.58
31.65
9.26
0.81
7.20
0.93
6.35
17.84
5.55
0.64
0.81
1.45
0.93
12.13
6.35
18.48
5.55
0.81
7.20
0.93
6.35
18.93
5.55
0.81
9.11
0.93
6.35
21.87
5.55
Unit
V8.5
Masonry
V8.5.7
V8.5.7.01
V8.5.7.02
V8.5.8
V8.5.8.01
V8.5.8.02
V8.6
V8.6.1
V8.6.1.01
V8.6.1.02
V8.6.2
V8.6.2.01
V8.6.2.02
V8.6.3
V8.6.3.01
V8.6.3.02
V8.6.4
V8.6.4.01
V8.6.4.02
V8.6.6
V8.6.6.01
V8.6.6.02
V8.6.7
V8.6.7.01
V8.6.7.02
V8.6.8
V8.6.8.01
V8.6.8.02
Soffit surfaces and lower surfaces inclined at an angle not exceeding 60 degrees to the horizontal
to BS 3416, in two coats
m2
0.13
8.30
to BS 3416, heavy duty; in two coats;
m2
sealed brickwork and blockwork
0.24
15.52
Surfaces of width not exceeding 300mm
to BS 3416, in two coats
to BS 3416, heavy duty; in two coats;
sealed brickwork and blockwork
Surfaces of width 300mm - 1m
to BS 3416, in two coats
to BS 3416, heavy duty; in two coats;
sealed brickwork and blockwork
Isolated groups of surfaces
to BS 3416, in two coats; stepped and
spayed plinth overall size 450 x 450 x
450mm; painting all faces
to BS 3416, heavy duty; in two coats;
sealed brickwork and blockwork;
stepped and spayed plinth overall size
450 x 450 x 450mm; painting all faces
0.03
1.92
0.28
2.20
0.32
0.06
3.83
2.08
5.91
1.82
0.04
2.55
0.40
2.95
0.46
0.09
5.75
3.17
8.92
2.78
Nr
0.20
12.77
1.62
14.39
1.85
Nr
0.36
22.67
12.70
35.37
11.11
417
CESSM3_Full Book.indd 417
Kg
Class V - Painting
V8
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.10
6.39
0.62
7.01
0.71
m2
0.07
4.66
0.62
5.28
0.71
m2
0.10
6.39
0.62
7.01
0.71
m2
0.07
4.66
0.62
5.28
0.71
Unit
V8.7
Metal sections
V8.7.1
V8.7.1.01
V8.7.1.02
Generally
to BS 3416, in two coats
to BS 3416, heavy duty; in two coats;
sealed brickwork and blockwork
V8.8
Pipework
V8.8.1
V8.8.1.01
V8.8.1.02
Generally
to BS 3416, in two coats
to BS 3416, heavy duty; in two coats;
sealed brickwork and blockwork
Kg
418
23/08/2010 16:59:20
CLASS W:
WATERPROOFING
23/08/2010 16:59:20
23/08/2010 16:59:20
Class W - Waterproofing
Qty
Rate
x
16.68
1
3
x
x
16.99
12.56
2
1
x
x
16.68
12.56
1
1
421
CESSM3_Full Book.indd 421
x
x
16.68
12.56
Total
=
16.68
16.68
=
=
16.99
37.68
54.67
=
=
33.37
12.56
45.93
=
=
16.68
12.56
29.24
Class W - Waterproofing
Class W - Waterproofing
W1
Damp Proofing
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
W1.3
Waterproof sheeting
W1.3.1
W1.3.1.01
0.68
0.84
0.55
W1.3.2
W1.3.2.01
0.38
0.68
1.06
0.55
W1.3.3
W1.3.3.01
0.68
1.23
0.55
W1.3.4
W1.3.4.01
Curved surfaces
Polythene in one layer, 1200 gauge
m2
0.02
1.09
0.68
1.77
0.55
W1.3.5
W1.3.5.01
Domed surfaces
Polythene in one layer, 1200 gauge
m2
0.02
1.09
0.68
1.77
0.55
W1.3.6
W1.3.6.01
0.01
0.16
0.14
0.30
0.11
W1.3.7
W1.3.7.01
0.01
0.55
0.48
1.03
0.39
W1.3.8
W1.3.8.01
Nr
0.02
1.09
0.76
1.85
0.62
W1.5
W1.5.1
W1.5.1.01
5.31
11.95
16.29
9.94
5.31
15.25
16.29
5.31
22.12
16.29
Curved surfaces
cement mortar (1:3); treated with
water resistant additive; 25mm thick in
two coats to brickwork; trowelled
5.31
30.51
16.29
W1.5.2
W1.5.2.01
W1.5.3
W1.5.3.01
W1.5.4
W1.5.4.01
m2
0.86
25.20
422
23/08/2010 16:59:34
Class W - Waterproofing
W1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
W1.5
W1.5.5
W1.5.5.01
Domed surfaces
cement mortar (1:3); treated with
water resistant additive; 25mm thick in
two coats to brickwork; trowelled
m2
1.15
33.63
5.31
38.94
16.29
0.18
5.12
1.76
6.88
5.16
0.35
10.23
2.92
13.15
10.25
Nr
1.15
33.63
9.12
42.75
32.43
W1.6
W1.6.3
W1.6.3.01
3.38
20.05
8.68
Curved surfaces
cement lime mortar (1:1:6); treated
with water resistant additive; 25mm
thick in two coats to brickwork;
trowelled
m2
0.86
25.15
3.38
28.53
8.68
Domed surfaces
cement lime mortar (1:1:6); treated
with water resistant additive; 25mm
thick in two coats to brickwork;
trowelled
m2
1.14
33.33
3.38
36.71
8.68
0.17
4.97
1.08
6.05
2.62
0.35
10.23
1.68
11.91
4.34
W1.5.6
W1.5.6.01
W1.5.7
W1.5.7.01
W1.5.8
W1.5.8.01
W1.6.4
W1.6.4.01
W1.6.5
W1.6.5.01
W1.6.6
W1.6.6.01
W1.6.7
W1.6.7.01
423
CESSM3_Full Book.indd 423
Class W - Waterproofing
W1
W1.6
W1.6.8
W1.6.8.01
Nr
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.14
33.33
8.89
42.22
32.23
9.41
25.49
25.65
8.58
23.20
23.40
23.98
9.41
33.39
25.65
21.93
8.58
30.51
23.40
9.41
50.05
25.65
8.58
46.59
23.40
W2
Tanking
W2.1
Asphalt
W2.1.1
W2.1.1.01
W2.1.1.02
W2.1.2
W2.1.2.01
W2.1.2.02
W2.1.3
W2.1.3.01
W2.1.3.02
W2.1.4
W2.1.4.01
W2.1.4.02
W2.1.5
W2.1.5.01
W2.1.5.02
W2.1.6
W2.1.6.01
W2.1.6.02
W2.1.7
W2.1.7.01
W2.1.7.02
Kg
m2
1.59
46.49
9.41
55.90
25.65
m2
1.60
46.78
8.58
55.36
23.40
m2
2.18
63.74
9.41
73.15
25.65
m2
2.20
64.33
8.58
72.91
23.40
0.29
8.33
3.13
11.46
8.55
0.20
5.85
3.14
8.99
8.55
0.42
12.28
4.79
17.07
13.05
0.30
8.77
4.29
13.06
11.70
424
23/08/2010 16:59:52
Class W - Waterproofing
W2
Tanking continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
W2.1
Asphalt
W2.1.8
W2.1.8.01
Nr
2.18
63.74
28.22
91.96
76.95
Nr
2.20
64.33
25.74
90.07
70.20
8.05
22.67
23.40
14.50
35.82
28.75
21.93
8.05
29.98
23.40
32.26
14.50
46.76
28.75
8.05
46.06
23.40
14.50
68.08
28.75
W2.1.8.02
W3
Roofing
W3.1
Asphalt
W3.1.1
W3.1.1.01
W3.1.1.02
W3.1.2
W3.1.2.01
W3.1.2.02
W3.1.3
W3.1.3.01
W3.1.3.02
W3.1.4
W3.1.4.01
W3.1.5
W3.1.5.01
W3.1.6
W3.1.6.01
m2
1.60
46.78
8.05
54.83
23.40
Domed surfaces
Mastic asphalt, BS 6925; 20mm thick
in two coats laid on prepared concrete
surface
m2
2.20
64.33
8.05
72.38
23.40
0.20
5.85
2.63
8.48
7.65
425
CESSM3_Full Book.indd 425
Class W - Waterproofing
W3
Roofing continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.13
7.11
4.82
11.93
9.47
0.30
8.77
5.26
14.03
15.30
0.26
14.21
10.23
24.44
19.42
Nr
2.20
64.33
16.09
80.42
46.80
Nr
1.60
87.47
28.38
115.85
55.70
Unit
W3.1
Asphalt
W3.1.6
W3.1.6.02
W3.1.7
W3.1.7.01
W3.1.7.02
W3.1.8
W3.1.8.01
W3.1.8.02
Kg
W3.2
Sheet metal
W3.2.6
W3.2.6.01
0.36
16.35
10.75
27.10
5.43
0.41
18.69
16.08
34.77
8.14
W3.2.6.02
W4
Protective Layers
W4.2
Flexible sheeting
W4.2.1
W4.2.1.01
W4.2.1.02
1.68
0.65
2.06
1.03
0.55
0.25
W4.2.2
W4.2.2.01
1.68
2.28
0.55
0.60
426
23/08/2010 17:00:10
Class W - Waterproofing
W4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
W4.2
Flexible sheeting
W4.2.2
W4.2.2.02
0.60
0.65
1.25
0.25
W4.2.3
W4.2.3.01
W4.2.3.02
1.68
0.65
2.50
1.47
0.55
0.25
W4.2.4
W4.2.4.01
W4.2.4.02
Curved surfaces
Polythene in one layer 4000 gauge
Lotrak 10/7 ground stabilising matting
m2
m2
0.02
0.02
0.82
0.82
1.68
0.65
2.50
1.47
0.55
0.25
W4.2.5
W4.2.5.01
W4.2.5.02
Domed surfaces
Polythene in one layer 4000 gauge
Lotrak 10/7 ground stabilising matting
m2
m2
0.02
0.02
0.93
1.04
1.68
0.65
2.61
1.69
0.55
0.24
W4.2.6
W4.2.6.01
W4.2.6.02
m
m
0.01
0.01
0.38
0.55
0.57
0.22
0.95
0.77
0.19
0.08
W4.2.7
W4.2.7.01
W4.2.7.02
m
m
0.01
0.01
0.38
0.55
1.13
0.44
1.51
0.99
0.37
0.16
W4.2.8
W4.2.8.01
Nr
0.02
1.09
3.36
4.45
1.10
Nr
0.02
1.26
1.30
2.56
0.49
W4.2.8.02
W4.3
Sand
W4.3.1
W4.3.1.01
0.63
0.79
0.21
W4.3.8
W4.3.8.01
1.26
1.81
0.42
8.12
24.49
32.59
Nr
0.01
0.55
W4.4
W4.4.1
W4.4.1.01
427
CESSM3_Full Book.indd 427
Class W - Waterproofing
W4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
W4.4
W4.4.2
W4.4.2.01
24.56
8.12
32.68
32.59
0.36
10.53
13.26
23.79
19.34
Nr
1.12
32.75
14.62
47.37
64.51
W4.4.7
W4.4.7.01
W4.4.8
W4.4.8.01
W4.5
Tiles
W4.5.1
W4.5.1.01
33.74
65.43
23.16
33.76
33.74
67.50
23.16
33.74
81.28
23.16
Curved surfaces
Plain tiles; 265 x 165mm; overlapping
broken bonded; twice nailed each title
to timber battens; 38 x 25mm
softwood battens, plugged and
screwed through 1000 gauge
polythene membrane to concrete
background
33.74
81.28
23.16
W4.5.2
W4.5.2.01
W4.5.3
W4.5.3.01
W4.5.4
W4.5.4.01
m2
1.04
47.54
428
23/08/2010 17:00:31
Class W - Waterproofing
W4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
W4.5
Tiles
W4.5.6
W4.5.6.01
0.23
10.56
11.45
22.01
7.88
0.46
21.13
22.90
44.03
15.76
3.41
6.14
0.36
W4.5.7
W4.5.7.01
W5
W5.1
W5.1.1
W5.1.1.01
Large horizontal or vertical areas; applied by spray gun (see class V painting for details)
To concrete surfaces
m2
0.05
2.73
-
429
CESSM3_Full Book.indd 429
23/08/2010 17:00:35
CLASS X:
MISCELLANEOUS WORK
23/08/2010 17:00:35
23/08/2010 17:00:35
Qty
1
4
0.5
Rate
x
x
x
16.99
12.56
15.63
0.5
0.5
1
1
x
x
x
x
16.99
13.53
12.56
14.75
Total
=
=
=
16.99
50.24
7.82
75.05
=
=
=
=
8.49
6.77
12.56
14.75
42.57
45.36
45.36
=
=
23.44
1.69
25.13
Plant
P A1329ICE
45.36
1
1
433
CESSM3_Full Book.indd 433
x
x
23.44
1.69
Fences
Note(s):
The prices for work in this section are guide prices for approximate estimating purposes only. The
prices are inclusive of labour and materials and are applicable to sites over 30 miles but not
exceeding 60 miles radius from the point of supply.
1) All treated posts have been kiln dried where necessary to ensure a moisture content of
below 28% and treated with a copper chrome arsenic preservative to a net dry salt retention of
6.4kg per m2. Specify Jakcured treated timber.
2) The prices for fencing include all necessary post hole excavation, disposal of surplus soil and
concrete bases, whererequired by specification.
3) Extras would be deemed to be included in the linear items measured for fencing under the CESMM3.
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.47
19.88
0.89
18.38
39.15
13.77
Nr
Nr
0.38
0.47
16.18
20.09
5.14
6.83
24.54
22.90
45.86
49.82
59.98
41.97
0.30
12.81
0.05
4.29
17.15
5.10
Nr
0.49
20.86
0.11
7.67
28.64
4.80
Nr
0.58
24.48
0.16
12.09
36.73
7.38
0.03
1.06
0.27
1.33
1.03
0.05
2.13
0.54
2.67
2.06
Unit
X1.1
X1.1.1
X1.1.1.01
X1.1.1.02
X1.1.1.03
X1.1.1.04
X1.1.1.05
X1.1.1.06
X1.1.1.07
X1.1.1.08
X1.1.2
X1.1.2.01
X1.1.2.02
X1.1.2.03
X1.1.2.04
Kg
Height: 1 - 1.25m
Timber post and rail fencing; BS 1722
part 7, morticed type; intermediate
main posts at 2.85m centres, one prick
post between each main post; height:
1.10m (3 rails); treated softwood posts
and rails; prick posts pointed for driving
0.36
15.15
0.05
5.83
21.03
4.18
Nr
Nr
Nr
0.31
0.37
0.31
13.28
15.54
13.28
0.11
0.16
0.11
13.80
20.01
20.01
27.19
35.71
33.40
8.52
12.35
12.35
434
23/08/2010 17:00:40
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.1
X1.1.2
X1.1.2.05
Height: 1 - 1.25m
Timber post and rail fencing; BS 1722
part 7, morticed type; intermediate
main posts at 2.85m centres, one prick
post between each main post; height:
1.10m (3 rails); untreated Oak posts
and rails; prick posts pointed for driving
0.53
22.60
0.05
15.75
38.40
5.11
X1.1.2.06
X1.1.2.07
X1.1.2.08
Nr
Nr
Nr
0.31
0.37
0.31
13.28
15.54
13.28
0.11
0.16
0.11
22.77
33.02
33.02
36.16
48.72
46.41
7.40
10.74
10.74
X1.1.2.09
0.38
16.05
0.05
6.94
23.04
5.06
X1.1.2.10
X1.1.2.11
X1.1.2.12
Nr
Nr
Nr
0.35
0.40
0.35
14.77
17.16
14.77
0.11
0.16
0.11
14.08
20.53
20.53
28.96
37.85
35.41
8.69
12.67
12.67
X1.1.2.13
0.41
17.37
0.05
19.61
37.03
6.36
X1.1.2.14
X1.1.2.15
X1.1.2.16
Nr
Nr
Nr
0.33
0.39
0.33
14.18
16.60
14.18
0.11
0.16
0.11
22.77
33.02
33.02
37.06
49.78
47.31
7.40
10.74
10.74
X1.1.2.17
m
Nr
Nr
Nr
0.30
0.33
0.39
0.33
12.73
14.18
16.60
14.18
0.05
0.11
0.16
0.11
5.00
8.62
12.82
12.82
17.78
22.91
29.58
27.11
3.69
4.91
7.23
7.23
0.31
13.20
0.05
5.00
18.25
3.69
X1.1.2.18
X1.1.2.19
X1.1.2.20
X1.1.2.21
435
CESSM3_Full Book.indd 435
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.1
X1.1.2
X1.1.2.22
X1.1.2.23
X1.1.2.24
Height: 1 - 1.25m
as previous item; extra for end post
as above; extra for angle post
as above; extra for intersection post
Nr
Nr
Nr
0.32
0.38
0.32
13.79
16.18
13.79
0.11
0.16
0.11
8.62
12.82
12.82
22.52
29.16
26.72
4.91
7.23
7.23
X1.1.2.25
m
Nr
Nr
Nr
0.58
0.31
0.34
0.32
24.48
13.28
14.52
13.79
0.05
0.11
0.16
0.11
15.75
22.77
33.02
33.02
40.28
36.16
47.70
46.92
5.11
7.40
10.74
10.74
0.68
28.99
0.05
15.75
44.79
5.11
X1.1.2.30
X1.1.2.31
X1.1.2.32
Nr
Nr
Nr
0.32
0.38
0.32
13.62
15.96
13.62
0.11
0.16
0.11
22.77
33.02
33.02
36.50
49.14
46.75
7.40
10.74
10.74
X1.1.2.33
m
Nr
Nr
Nr
0.35
0.35
0.40
0.35
15.07
14.77
17.16
14.77
0.05
0.11
0.16
0.11
6.15
8.62
13.04
13.04
21.27
23.50
30.36
27.92
4.61
4.91
7.49
7.49
0.35
14.69
0.05
6.15
20.89
4.61
X1.1.2.38
X1.1.2.39
X1.1.2.40
Nr
Nr
Nr
0.34
0.39
0.34
14.43
16.73
14.43
0.11
0.16
0.11
8.62
13.04
13.04
23.16
29.93
27.58
4.91
7.49
7.49
X1.1.2.41
m
Nr
0.50
0.33
21.37
14.18
0.05
0.11
19.61
22.77
41.03
37.06
6.36
7.40
X1.1.2.26
X1.1.2.27
X1.1.2.28
X1.1.2.29
X1.1.2.34
X1.1.2.35
X1.1.2.36
X1.1.2.37
X1.1.2.42
436
23/08/2010 17:00:52
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.1
X1.1.2
X1.1.2.43
X1.1.2.44
Height: 1 - 1.25m
as previous items; extra for angle post
as above; extra for intersection post
Nr
Nr
0.39
0.33
16.60
14.18
0.16
0.11
33.02
33.02
49.78
47.31
10.74
10.74
X1.1.2.45
0.49
20.86
0.05
19.61
40.52
6.36
X1.1.2.46
X1.1.2.47
X1.1.2.48
Nr
Nr
Nr
0.32
0.38
0.32
13.79
16.18
13.79
0.11
0.16
0.11
22.77
33.02
33.02
36.67
49.36
46.92
7.40
10.74
10.74
X1.1.2.49
0.49
20.69
0.89
18.38
39.96
13.77
Nr
Nr
0.40
0.49
16.82
20.86
5.14
6.83
24.54
22.90
46.50
50.59
59.98
41.97
0.30
12.81
0.05
4.65
17.51
5.80
Nr
0.49
20.86
0.11
9.15
30.12
5.31
Nr
0.57
24.09
0.16
13.75
38.00
8.15
0.30
12.81
0.05
5.40
18.26
6.59
Nr
0.52
22.05
0.11
9.15
31.31
5.31
Nr
0.64
27.12
0.16
13.35
40.63
7.64
m
Nr
0.41
0.35
17.37
14.77
0.05
0.11
7.39
16.56
24.81
31.44
5.33
10.22
X1.1.2.50
X1.1.2.51
X1.1.2.52
X1.1.2.53
X1.1.2.54
X1.1.2.55
X1.1.2.56
X1.1.2.57
X1.1.3
X1.1.3.01
X1.1.3.02
437
CESSM3_Full Book.indd 437
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.40
0.35
17.16
14.77
0.16
0.11
24.15
24.15
41.47
39.03
14.91
14.91
Unit
Kg
X1.1
X1.1.3
X1.1.3.03
X1.1.3.04
X1.1.3.05
X1.1.3.06
X1.1.3.07
X1.1.3.08
m
Nr
Nr
Nr
0.50
0.35
0.40
0.35
21.37
14.77
17.16
14.77
0.05
0.11
0.16
0.11
20.37
27.32
39.47
39.85
41.79
42.20
56.79
54.73
6.60
8.88
12.83
12.96
X1.1.3.09
m
Nr
Nr
Nr
0.35
0.35
0.40
0.35
15.07
14.77
17.16
14.77
0.05
0.11
0.16
0.11
6.15
8.62
13.04
13.04
21.27
23.50
30.36
27.92
4.61
4.91
7.49
7.49
0.35
14.69
0.05
6.15
20.89
4.61
X1.1.3.14
X1.1.3.15
X1.1.3.16
Nr
Nr
Nr
0.34
0.39
0.34
14.43
16.73
14.43
0.11
0.16
0.11
8.62
13.04
13.04
23.16
29.93
27.58
4.91
7.49
7.49
X1.1.3.17
m
Nr
Nr
Nr
0.50
0.33
0.39
0.33
21.37
14.18
16.60
14.18
0.05
0.11
0.16
0.11
20.37
27.32
39.47
39.85
41.79
41.61
56.23
54.14
6.60
8.88
12.83
12.96
0.49
20.86
0.05
20.37
41.28
6.60
Nr
0.32
13.79
0.11
27.32
41.22
8.88
X1.1.3.10
X1.1.3.11
X1.1.3.12
X1.1.3.13
X1.1.3.18
X1.1.3.19
X1.1.3.20
X1.1.3.21
X1.1.3.22
438
23/08/2010 17:01:03
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.1
X1.1.3
X1.1.3.23
X1.1.3.24
Nr
Nr
0.38
0.32
16.18
13.79
0.16
0.11
39.47
39.85
55.81
53.75
12.83
12.96
X1.1.3.25
0.49
20.77
0.89
24.04
45.70
15.17
Nr
Nr
0.42
0.50
17.88
21.29
5.14
6.83
26.64
25.65
49.66
53.77
61.53
44.29
0.30
12.81
0.05
7.10
19.96
7.47
Nr
0.52
22.05
0.11
10.78
32.94
6.34
Nr
0.64
27.12
0.16
15.38
42.66
9.18
0.49
20.77
0.89
27.07
48.73
15.77
Nr
Nr
0.47
0.60
20.01
25.54
5.14
6.83
26.64
25.65
51.79
58.02
61.53
44.29
0.54
23.03
0.89
27.57
51.49
16.03
Nr
Nr
0.45
0.53
19.16
22.39
5.14
7.69
29.83
30.53
54.13
60.61
63.08
46.95
0.30
12.81
0.05
8.81
21.67
9.85
Nr
0.52
22.05
0.11
13.45
35.61
7.89
Nr
0.64
27.12
0.16
19.50
46.78
11.51
X1.1.3.26
X1.1.3.27
X1.1.3.28
X1.1.3.29
X1.1.3.30
X1.1.4
X1.1.4.01
X1.1.4.02
X1.1.4.03
X1.1.4.04
X1.1.4.05
X1.1.4.06
X1.1.4.07
X1.1.4.08
X1.1.4.09
439
CESSM3_Full Book.indd 439
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.21
9.07
0.05
1.23
10.35
1.34
Nr
0.46
19.58
0.11
7.35
27.04
3.65
Nr
0.57
24.09
0.16
12.05
36.30
5.64
0.21
9.07
0.05
1.93
11.05
1.69
Nr
0.46
19.58
0.11
10.22
29.91
5.57
Nr
0.57
24.09
0.16
15.67
39.92
8.40
0.22
9.32
0.05
1.69
11.06
2.17
Nr
0.47
19.88
0.11
10.40
30.39
4.73
Nr
0.58
24.73
0.16
18.30
43.19
8.24
0.22
9.32
0.05
2.44
11.81
2.61
Nr
0.47
19.88
0.11
13.20
33.19
6.85
Nr
0.58
24.73
0.16
24.59
49.48
11.64
0.30
12.69
0.16
3.16
16.01
6.96
Nr
0.85
36.18
0.11
10.22
46.51
5.57
Unit
X1.2
X1.2.1
X1.2.1.01
X1.2.1.02
X1.2.1.03
X1.2.1.04
X1.2.1.05
X1.2.1.06
X1.2.1.07
X1.2.1.08
X1.2.1.09
X1.2.1.10
X1.2.1.11
X1.2.1.12
X1.2.1.13
X1.2.1.14
Kg
440
23/08/2010 17:01:13
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.2
X1.2.2
X1.2.2.01
Height: 1 - 1.25m
Chain link fencing, BS 1722, part 1,
with galvanised mesh, line and tying
wire, intermediate posts at 3m
centres; height: 1.20m (heavy 3 line
wires); treated softwood posts
0.34
14.47
0.16
4.37
19.00
9.27
Nr
0.85
36.18
0.11
12.17
48.46
6.60
0.23
9.62
0.05
2.52
12.19
2.93
Nr
0.47
20.18
0.11
13.85
34.14
6.16
Nr
0.59
24.99
0.16
23.80
48.95
10.18
0.23
9.62
0.05
3.24
12.91
3.42
Nr
0.47
20.18
0.11
18.05
38.34
8.92
Nr
0.59
24.99
0.16
30.05
55.20
14.22
0.23
9.62
0.05
4.79
14.46
5.19
0.23
9.62
0.05
4.79
14.46
5.19
0.43
18.09
0.16
4.83
23.08
10.77
Nr
0.85
36.18
0.11
13.80
50.09
7.63
X1.2.2.02
X1.2.3
X1.2.3.01
X1.2.3.02
X1.2.3.03
X1.2.3.04
X1.2.3.05
X1.2.3.06
X1.2.3.07
X1.2.3.08
X1.2.3.09
X1.2.3.10
441
CESSM3_Full Book.indd 441
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.2
X1.2.4
X1.2.4.01
0.45
19.16
0.16
7.74
27.06
13.59
Nr
0.90
38.31
0.15
16.34
54.80
8.66
0.45
19.16
0.16
10.00
29.32
15.83
Nr
0.90
38.31
0.15
18.35
56.81
9.70
0.32
13.58
0.89
5.72
20.19
12.21
Nr
0.62
26.39
4.18
32.12
62.69
64.90
Nr
0.83
35.33
7.93
35.22
78.48
51.33
0.33
13.96
0.89
6.97
21.82
13.76
Nr
0.65
27.80
5.14
36.56
69.50
69.93
Nr
0.83
35.25
7.93
41.10
84.28
56.47
0.30
12.69
0.89
7.46
21.04
17.65
Nr
0.62
26.39
4.32
32.46
63.17
66.04
Nr
0.83
35.33
7.93
35.22
78.48
51.33
0.47
19.88
0.89
19.29
40.06
14.73
X1.2.4.02
X1.2.5
X1.2.5.01
X1.2.5.02
Height: 2 - 2.5m
Chain link fencing, BS 1722, part 1,
with galvanised mesh, line and tying
wire, intermediate posts at 3m
centres; 2.13m (heavy 3 line wires);
treated softwood posts
as above; extra for straining posts and
struts: end post and one strut
X1.3
X1.3.1
X1.3.1.01
X1.3.1.02
X1.3.1.03
X1.3.1.04
X1.3.1.05
X1.3.1.06
X1.3.1.07
X1.3.1.08
X1.3.1.09
X1.3.1.10
442
23/08/2010 17:01:24
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.38
0.47
16.18
20.09
5.14
6.83
26.21
34.22
47.53
61.14
46.21
51.52
0.23
9.62
1.92
12.58
24.12
24.32
Nr
0.58
24.48
2.12
21.09
47.69
31.86
Nr
0.63
26.95
2.12
27.23
56.30
36.19
Unit
X1.3
X1.3.1
X1.3.1.11
X1.3.1.12
X1.3.1.13
X1.3.1.14
X1.3.1.15
Kg
X1.3.1.16
0.05
2.13
0.27
2.40
1.03
X1.3.1.17
0.10
4.26
0.54
4.80
2.06
0.33
13.96
0.89
8.97
23.82
20.52
Nr
0.76
32.44
5.14
36.56
74.14
69.93
Nr
0.89
37.97
3.79
41.10
82.86
54.74
0.48
20.31
0.89
22.47
43.67
16.26
Nr
Nr
0.42
0.49
17.88
20.86
5.14
6.83
27.72
36.98
50.74
64.67
47.95
55.86
0.24
10.26
1.92
11.40
23.58
27.55
Nr
0.60
25.71
2.12
21.93
49.76
32.94
Nr
0.75
32.01
2.12
28.91
63.04
38.36
X1.3.2
X1.3.2.01
X1.3.2.02
X1.3.2.03
X1.3.2.04
X1.3.2.05
X1.3.2.06
X1.3.2.07
X1.3.2.08
X1.3.2.09
Height: 1 - 1.25m
Chain link fencing, BS 1722, part 1,
with galvanised mesh, line and tying
wire; intermediate posts at 3m
centres; height: 1.20m (heavy 3 line
wires); concrete posts
as above; extra for straining posts and
struts: end post and one strut
as above; extra for straining posts and
struts: corner post and two struts
Wooden palisade fencing BS 1722,
part 6, with intermediate posts at 3m
centres; 75 x 20mm rectangular pales
with square tops spaced 75mm apart;
height: 1.20m; concrete posts
as above; extra for end post
as above; extra for angle post
Cleft chestnut pale fencing BS 1722,
part 4, with intermediate posts at
maximum centres and spacings as
Table 1; height: 1.05m; concrete posts
as above; extra for straining posts and
struts: end post and one strut
as above; extra for straining posts and
struts: corner post and two struts
443
CESSM3_Full Book.indd 443
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.30
12.81
1.92
12.16
26.89
28.74
Nr
0.60
25.71
2.12
23.12
50.95
34.03
Nr
0.89
37.67
2.17
31.87
71.71
42.56
0.34
14.26
0.89
7.36
22.51
14.22
Nr
0.80
34.06
4.18
37.00
75.24
60.81
Nr
0.88
37.46
3.99
48.73
90.18
61.79
0.34
14.26
0.82
8.23
23.31
15.10
0.33
13.96
0.89
9.54
24.39
22.32
Nr
0.76
32.44
5.14
38.54
76.12
72.46
Nr
0.89
37.97
3.79
44.27
86.03
58.35
0.49
20.77
0.89
29.82
51.48
22.63
Nr
Nr
0.42
0.45
17.88
19.16
5.14
6.83
36.39
40.70
59.41
66.69
72.01
60.19
0.30
12.81
1.92
13.45
28.18
29.44
Nr
0.60
25.71
2.12
24.36
52.19
35.47
Nr
0.89
37.67
2.17
33.11
72.95
44.00
Unit
X1.3
X1.3.2
X1.3.2.10
Height: 1 - 1.25m
Cleft chestnut pale fencing BS 1722,
part 4, with intermediate posts at
maximum centres and spacings as
Table 1; height: 1.20m; concrete posts
X1.3.2.11
X1.3.2.12
X1.3.3
X1.3.3.01
X1.3.3.02
X1.3.3.03
X1.3.3.04
X1.3.3.05
X1.3.3.06
X1.3.3.07
X1.3.3.08
X1.3.3.09
X1.3.3.10
X1.3.3.11
X1.3.3.12
X1.3.3.13
Kg
444
23/08/2010 17:01:36
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.34
14.26
0.89
12.66
27.81
25.24
Nr
0.86
36.65
4.32
42.61
83.58
75.12
Nr
1.02
43.25
7.93
50.57
101.75
64.72
0.37
15.84
0.89
16.07
32.80
29.43
Nr
0.90
38.23
5.14
43.91
87.28
77.37
Nr
1.02
43.25
7.93
52.61
103.79
86.06
0.38
16.35
0.89
13.39
30.63
27.23
Nr
0.92
39.04
5.14
41.50
85.68
74.99
Nr
1.00
42.74
7.69
47.76
98.19
63.60
0.50
21.24
0.89
33.25
55.38
24.76
Nr
Nr
0.42
0.49
17.88
20.82
5.14
5.06
38.59
44.00
61.61
69.88
74.90
63.64
0.54
23.03
0.89
33.59
57.51
26.28
Nr
Nr
0.45
0.53
19.16
22.39
5.14
5.06
39.51
45.38
63.81
72.83
77.79
67.97
Unit
X1.3
X1.3.4
X1.3.4.01
X1.3.4.02
X1.3.4.03
X1.3.4.04
X1.3.4.05
X1.3.4.06
X1.3.4.07
X1.3.4.08
X1.3.4.09
X1.3.4.10
X1.3.4.11
X1.3.4.12
X1.3.4.13
X1.3.4.14
X1.3.4.15
445
CESSM3_Full Book.indd 445
Kg
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.35
14.90
1.92
14.90
31.72
32.52
Nr
0.65
27.67
2.12
25.99
55.78
38.00
Nr
0.89
37.67
2.17
35.27
75.11
47.61
0.39
16.64
0.89
16.32
33.85
29.35
Nr
0.92
39.04
5.14
47.12
91.30
80.04
Nr
1.02
43.25
7.93
59.17
110.35
71.94
0.40
17.16
0.89
18.52
36.57
31.90
Nr
0.98
41.85
5.14
50.12
97.11
82.43
Nr
1.07
45.51
7.69
58.77
111.97
73.20
0.46
19.58
0.89
13.85
34.32
27.61
Nr
1.00
42.66
5.14
45.35
93.15
78.60
Nr
1.17
49.72
7.69
54.00
111.41
69.38
Unit
X1.3
X1.3.4
X1.3.4.16
X1.3.4.17
X1.3.4.18
X1.3.5
X1.3.5.01
X1.3.5.02
X1.3.5.03
X1.3.5.04
X1.3.5.05
X1.3.5.06
X1.3.5.07
X1.3.5.08
X1.3.5.09
Kg
X1.4
X1.4.1
X1.4.1.01
0.29
12.43
0.89
5.31
18.63
17.36
Nr
0.61
26.01
4.83
29.30
60.14
90.70
X1.4.1.02
446
23/08/2010 17:01:48
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.68
28.99
7.08
44.12
80.19
132.07
0.29
12.43
0.89
5.76
19.08
18.19
Nr
0.65
27.71
4.83
29.30
61.84
90.70
Nr
0.73
31.08
7.08
44.12
82.28
132.07
0.23
9.92
0.89
10.19
21.00
18.23
Nr
0.61
26.01
4.83
29.30
60.14
90.70
Nr
0.68
28.99
7.08
44.12
80.19
132.07
0.31
13.24
0.89
7.91
22.04
25.31
Nr
0.67
28.39
4.83
29.30
62.52
90.70
Nr
0.78
33.12
7.08
44.12
84.32
132.07
0.27
11.58
0.89
13.05
25.52
41.28
Nr
0.65
27.71
4.83
33.23
65.77
103.37
Nr
0.73
31.08
7.08
49.36
87.52
148.96
Unit
X1.4
X1.4.1
X1.4.1.03
X1.4.1.04
X1.4.1.05
X1.4.1.06
X1.4.1.07
X1.4.1.08
X1.4.1.09
X1.4.2
X1.4.2.01
Height: 1 - 1.25m
Chain link fencing, BS 1722, part 1,
with galvanised mesh, line and tying
wire, intermediate posts at 3m
centres; height: 1.20m (heavy 3 line
wires); galvanised steel angle posts
pointed for driving
X1.4.2.02
X1.4.2.03
X1.4.3
X1.4.3.01
X1.4.3.02
X1.4.3.03
447
CESSM3_Full Book.indd 447
Kg
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.4
X1.4.3
X1.4.3.04
0.27
11.58
0.89
15.23
27.70
42.86
X1.4.3.05
0.25
10.77
0.89
15.21
26.87
49.17
Nr
0.65
27.71
4.83
33.23
65.77
103.37
Nr
0.73
31.08
7.08
49.36
87.52
148.96
0.25
10.77
0.89
19.04
30.70
56.04
Nr
0.81
34.65
5.14
37.17
76.96
116.19
Nr
0.68
28.99
7.93
55.93
92.85
170.47
0.27
11.32
0.83
22.17
34.32
59.24
Nr
1.03
43.68
5.14
42.45
91.27
123.69
Nr
1.03
43.68
5.14
52.28
101.10
155.36
0.29
12.43
0.83
24.66
37.92
62.62
Nr
1.03
43.68
5.14
44.94
93.76
127.07
X1.4.3.06
X1.4.3.07
X1.4.4
X1.4.4.01
X1.4.4.02
X1.4.4.03
X1.4.4.04
X1.4.4.05
X1.4.4.06
X1.4.4.07
X1.4.4.08
448
23/08/2010 17:01:59
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.4
X1.4.4
X1.4.4.09
1.03
43.68
5.14
54.77
103.59
158.74
X1.4.5
X1.4.5.01
Height: 2 - 2.5m
Chain link fencing, BS 1722, part 1,
with galvanised mesh, line and tying
wire, intermediate posts at 3m
centres; height: 2.13m (heavy 3 line
wires); galvanised steel angle posts
pointed for driving
0.26
11.11
0.89
20.35
32.35
60.26
X1.4.5.02
Nr
0.81
34.65
5.14
39.13
78.92
122.52
Nr
0.97
41.42
7.93
58.54
107.89
178.92
0.27
11.32
0.83
25.24
37.39
65.45
Nr
1.03
43.68
5.14
44.41
93.23
130.02
Nr
1.03
43.68
5.14
54.89
103.71
163.81
0.29
12.43
0.83
27.72
40.98
69.25
Nr
1.03
43.85
5.14
49.38
98.37
137.20
Nr
1.09
46.40
5.14
62.35
113.89
174.37
0.58
24.48
0.89
24.75
50.12
45.72
X1.4.5.03
X1.4.5.04
X1.4.5.05
X1.4.5.06
X1.4.5.07
X1.4.5.08
X1.4.5.09
X1.4.6
X1.4.6.01
449
CESSM3_Full Book.indd 449
X1
Fences continued...
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X1.4
X1.4.6
X1.4.6.02
Height: 2.5 - 3m
as previous item; extra for straining posts and
struts: end post and one strut
Nr
as above; extra for straining posts and
Nr
struts: corner post and two struts
1.34
56.87
5.14
49.24
111.25
82.45
1.46
62.15
7.69
64.08
133.92
94.39
0.58
24.48
0.89
27.75
53.12
48.10
Nr
1.40
59.60
5.14
52.24
116.98
84.84
Nr
1.56
66.41
5.14
70.08
141.63
98.15
0.58
24.48
0.89
22.78
48.15
55.58
Nr
1.48
63.00
5.14
47.04
115.18
142.69
Nr
1.56
66.41
5.14
65.58
137.13
184.26
0.63
26.90
0.89
25.29
53.08
47.78
Nr
1.40
59.60
5.14
49.24
113.98
82.45
Nr
1.53
65.26
7.69
64.08
137.03
94.39
X1.4.6.03
X1.4.6.04
X1.4.6.05
X1.4.6.06
X1.4.6.07
X1.4.6.08
X1.4.6.09
X1.4.6.10
X1.4.6.11
X1.4.6.12
450
23/08/2010 17:02:09
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.63
26.90
0.89
28.29
56.08
50.17
Nr
1.55
65.98
5.14
52.24
123.36
84.84
Nr
1.72
73.22
5.14
70.08
148.44
98.15
0.63
26.90
0.89
23.32
51.11
57.64
Nr
1.72
73.22
5.14
47.04
125.40
142.69
Nr
1.72
73.22
5.14
65.58
143.94
184.26
0.36
15.37
0.83
21.79
37.99
28.19
0.36
15.37
0.83
21.79
37.99
28.19
Nr
1.19
50.83
5.14
44.70
100.67
144.53
Nr
1.45
61.77
7.69
58.92
128.38
176.28
Unit
X1.4
X1.4.6
X1.4.6.13
Height: 2.5 - 3m
Anti-intruder chain link fencing, BS
1722, part 10, with galvanised mesh,
lines and tying wire; intermediate posts
at 3m centres with cranked tops or
extension arms; 3 lines barbed wire
protection at top; bottom of mesh
buried vertically 0.30m deep including
trenching; 2.9m vertical height;
concrete posts; steel extension arms;
double protective top
X1.4.6.14
X1.4.6.15
X1.4.6.16
X1.4.6.17
X1.4.6.18
X1.4.6.19
X1.4.6.20
X1.4.6.21
X1.4.6.22
451
CESSM3_Full Book.indd 451
Kg
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.60
25.63
0.83
271.38
297.84
31.80
0.60
25.63
0.81
588.93
615.37
52.33
m
Nr
Nr
0.39
0.45
0.45
16.39
19.16
19.16
1.06
2.82
2.82
22.68
11.07
11.07
40.13
33.05
33.05
26.92
16.49
16.49
m
Nr
Nr
0.38
0.24
0.27
16.18
10.17
11.32
1.06
2.82
2.82
19.87
14.47
14.47
37.11
27.46
28.61
25.66
17.52
17.52
m
Nr
Nr
0.40
0.20
0.24
17.20
8.68
10.17
0.71
2.12
2.12
13.76
13.72
13.72
31.67
24.52
26.01
15.80
26.80
26.80
0.40
17.20
0.71
11.70
29.61
13.52
Nr
Nr
0.20
0.24
8.68
10.17
2.12
2.12
9.89
9.89
20.69
22.18
22.63
22.63
0.40
17.20
0.71
14.72
32.63
15.79
Nr
Nr
0.20
0.24
8.68
10.17
2.12
2.12
13.72
13.72
24.52
26.01
26.80
26.80
Unit
X1.4
X1.4.6
X1.4.6.23
Height: 2.5 - 3m
as previous item; extra for gates: single 1.00 x
2.00m
Nr
as above; extra for gates: double 1.80
x 2.00m
Nr
X1.4.6.24
X1.6
X1.6.1
X1.6.1.01
X1.6.1.02
X1.6.1.03
X1.6.1.04
X1.6.1.05
X1.6.1.06
X1.6.1.07
X1.6.1.08
X1.6.1.09
X1.6.1.10
X1.6.1.11
X1.6.1.12
X1.6.1.13
X1.6.1.14
X1.6.1.15
Kg
452
23/08/2010 17:02:20
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.40
17.20
0.71
12.59
30.50
13.47
Nr
Nr
0.20
0.24
8.68
10.17
2.12
2.12
9.89
9.89
20.69
22.18
22.63
22.63
m
Nr
Nr
0.40
0.20
0.24
17.20
8.68
10.17
0.71
2.12
2.12
16.55
13.72
13.72
34.46
24.52
26.01
15.79
26.80
26.80
0.40
17.20
0.71
14.42
32.33
13.47
Nr
Nr
0.20
0.24
8.68
10.17
2.12
2.12
9.89
9.89
20.69
22.18
22.63
22.63
m
Nr
Nr
0.39
0.45
0.45
16.39
19.16
19.16
1.06
2.82
2.82
24.49
20.36
20.36
41.94
42.34
42.34
29.07
22.75
22.75
m
Nr
Nr
0.39
0.45
0.45
16.39
19.16
19.16
1.06
2.82
2.82
23.02
15.93
15.93
40.47
37.91
37.91
27.56
18.21
18.21
0.40
17.20
0.71
16.14
34.05
17.35
Unit
X1.6
X1.6.1
X1.6.1.16
X1.6.1.17
X1.6.1.18
X1.6.1.19
X1.6.1.20
X1.6.1.21
X1.6.1.22
X1.6.1.23
X1.6.1.24
X1.6.2
X1.6.2.01
Height: 1 - 1.25m
Close boarded fencing, BS 1722, part
5, softwood pressure treated pales,
horizontal rails, capping and gravel
boards; intermediate posts at 3m
centres; centre stump in each bay;
height: 1.20m; concrete posts;
morticed types
X1.6.2.02
X1.6.2.03
X1.6.2.04
X1.6.2.05
X1.6.2.06
X1.6.2.07
453
CESSM3_Full Book.indd 453
Kg
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.20
0.24
8.68
10.17
2.12
2.12
16.13
16.13
26.93
28.42
28.97
28.97
0.40
17.20
0.71
13.66
31.57
14.44
Nr
Nr
0.26
0.28
10.94
12.05
2.12
2.12
11.52
11.52
24.58
25.69
23.66
23.66
0.40
17.20
0.71
16.56
34.47
17.33
Nr
Nr
0.26
0.28
10.94
12.05
2.12
2.12
16.13
16.13
29.19
30.30
28.97
28.97
0.40
17.20
0.71
13.99
31.90
14.38
X1.6.2.17
X1.6.2.18
X1.6.2.19
Nr
Nr
0.26
0.28
10.94
12.05
2.12
2.12
11.52
11.52
24.58
25.69
23.66
23.66
X1.6.2.20
X1.6.2.21
X1.6.2.22
m
Nr
Nr
0.40
0.26
0.28
17.20
10.94
12.05
0.71
2.12
2.12
19.46
16.13
16.13
37.37
29.19
30.30
17.33
28.97
28.97
0.40
17.20
0.71
16.90
34.81
14.38
Nr
Nr
0.26
0.28
10.94
12.05
2.12
2.12
11.52
11.52
24.58
25.69
23.66
23.66
Unit
X1.6
X1.6.2
X1.6.2.08
X1.6.2.09
X1.6.2.10
Height: 1 - 1.25m
as previous item; extra for: end post
as above; extra for: angle post
Woven wood fencing, BS 1722, part
11, treated softwood panels between
posts at 1.80m centres; height: 1.20m;
treated sawn softwood posts
X1.6.2.11
X1.6.2.12
X1.6.2.13
X1.6.2.14
X1.6.2.15
X1.6.2.16
X1.6.2.23
X1.6.2.24
Kg
454
23/08/2010 17:02:31
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
Nr
Nr
0.39
0.47
0.47
16.39
20.14
20.14
1.06
2.82
2.82
26.25
21.00
21.00
43.70
43.96
43.96
31.22
24.19
24.19
m
Nr
Nr
0.39
0.47
0.47
16.39
20.14
20.14
1.06
2.82
2.82
25.04
17.39
17.39
42.49
40.35
40.35
29.45
18.90
18.90
m
Nr
Nr
0.58
0.27
0.29
24.86
11.32
12.43
0.71
2.12
2.12
17.62
16.92
16.92
43.19
30.36
31.47
18.50
30.42
30.42
0.48
20.35
0.71
14.85
35.91
14.95
Nr
Nr
0.27
0.29
11.32
12.43
2.12
2.12
11.74
11.74
25.18
26.29
23.92
23.92
0.58
24.86
0.71
17.42
42.99
18.41
Nr
Nr
0.27
0.29
11.32
12.43
2.12
2.12
16.92
16.92
30.36
31.47
30.42
30.42
0.48
20.35
0.71
14.66
35.72
14.86
Nr
0.27
11.32
2.12
11.74
25.18
23.92
Unit
X1.6
X1.6.3
X1.6.3.01
X1.6.3.02
X1.6.3.03
X1.6.3.04
X1.6.3.05
X1.6.3.06
X1.6.3.07
X1.6.3.08
X1.6.3.09
X1.6.3.10
X1.6.3.11
X1.6.3.12
X1.6.3.13
X1.6.3.14
X1.6.3.15
X1.6.3.16
X1.6.3.17
455
CESSM3_Full Book.indd 455
Kg
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.29
12.43
2.12
11.74
26.29
23.92
m
Nr
Nr
0.58
0.27
0.29
24.86
11.32
12.43
0.71
2.12
2.12
21.47
16.92
16.92
47.04
30.36
31.47
18.41
30.42
30.42
0.48
20.35
0.71
18.70
39.76
14.86
Nr
Nr
0.27
0.29
11.32
12.43
2.12
2.12
11.74
11.74
25.18
26.29
23.92
23.92
m
Nr
Nr
0.39
0.50
0.50
16.39
21.07
21.07
1.06
2.82
2.82
27.02
21.00
21.00
44.47
44.89
44.89
32.05
24.19
24.19
m
Nr
Nr
0.39
0.49
0.49
16.39
20.90
20.90
1.06
2.82
2.82
25.81
17.39
18.58
43.26
41.11
42.30
30.29
18.90
19.63
m
Nr
Nr
0.39
0.54
0.54
16.39
22.99
22.99
1.06
2.82
2.82
27.77
21.29
21.29
45.22
47.10
47.10
33.37
25.64
25.64
Unit
X1.6
X1.6.3
X1.6.3.18
X1.6.3.19
X1.6.3.20
X1.6.3.21
X1.6.3.22
X1.6.3.23
X1.6.3.24
X1.6.4
X1.6.4.01
X1.6.4.02
X1.6.4.03
X1.6.4.04
X1.6.4.05
X1.6.4.06
X1.6.4.07
X1.6.4.08
X1.6.4.09
Kg
456
23/08/2010 17:02:44
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m
Nr
Nr
0.39
0.49
0.65
16.39
20.90
27.63
1.06
2.82
2.82
26.96
18.84
22.77
44.41
42.56
53.22
31.35
19.59
23.17
m
Nr
Nr
0.58
0.28
0.31
24.86
11.88
13.07
0.71
2.12
2.12
18.11
16.92
16.92
43.68
30.92
32.11
18.61
30.42
30.42
0.48
20.35
0.71
15.34
36.40
15.07
Nr
Nr
0.28
0.31
11.88
13.07
2.12
2.12
11.74
11.74
25.74
26.93
23.92
23.92
0.58
24.86
0.71
17.67
43.24
18.52
Nr
Nr
0.28
0.31
11.88
13.07
2.12
2.12
16.92
16.92
30.92
32.11
30.42
30.42
0.48
20.35
0.71
14.91
35.97
14.98
X1.6.4.23
X1.6.4.24
X1.6.4.25
Nr
Nr
0.28
0.31
11.88
13.07
2.12
2.12
11.74
11.74
25.74
26.93
23.92
23.92
X1.6.4.26
m
Nr
0.58
0.28
24.86
11.88
0.71
2.12
22.35
16.92
47.92
30.92
18.52
30.42
Unit
X1.6
X1.6.4
X1.6.4.10
X1.6.4.11
X1.6.4.12
X1.6.4.13
X1.6.4.14
X1.6.4.15
X1.6.4.16
X1.6.4.17
X1.6.4.18
X1.6.4.19
X1.6.4.20
X1.6.4.21
X1.6.4.22
457
CESSM3_Full Book.indd 457
Kg
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.31
13.07
2.12
16.92
32.11
30.42
0.48
20.35
0.71
19.59
40.65
14.98
Nr
Nr
0.28
0.31
11.88
13.07
2.12
2.12
11.74
11.74
25.74
26.93
23.92
23.92
m
Nr
Nr
0.61
0.28
0.30
26.01
11.88
12.81
0.71
2.12
2.12
19.62
18.76
18.76
46.34
32.76
33.69
19.65
31.86
31.86
m
Nr
Nr
0.62
0.28
0.30
26.56
11.88
12.81
0.71
2.12
2.12
9.39
12.74
12.74
36.66
26.74
27.67
14.54
24.43
24.43
m
Nr
Nr
0.61
0.28
0.30
26.01
11.88
12.81
0.71
2.12
2.12
18.95
18.76
18.76
45.67
32.76
33.69
19.54
31.86
31.86
m
Nr
Nr
0.62
0.28
0.30
26.56
11.88
12.81
0.71
2.12
2.12
17.27
12.74
12.74
44.54
26.74
27.67
16.37
24.43
24.43
0.56
23.84
0.71
24.27
48.82
19.54
Unit
X1.6
X1.6.4
X1.6.4.27
X1.6.4.28
X1.6.4.29
X1.6.4.30
X1.6.4.31
X1.6.4.32
X1.6.4.33
X1.6.4.34
X1.6.4.35
X1.6.4.36
X1.6.4.37
X1.6.4.38
X1.6.4.39
X1.6.4.40
X1.6.4.41
X1.6.4.42
X1.6.4.43
Kg
458
23/08/2010 17:02:56
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.28
0.30
11.88
12.81
2.12
2.12
18.76
18.76
32.76
33.69
31.86
31.86
0.56
23.84
0.71
22.59
47.14
16.37
Nr
Nr
0.28
0.30
11.88
12.81
2.12
2.12
12.74
12.74
26.74
27.67
24.43
24.43
1.24
52.74
2.12
29.04
83.90
80.91
Nr
0.92
39.16
2.12
17.78
59.06
42.52
1.29
54.92
2.12
30.51
87.55
80.64
X1.7.2.04
Nr
0.98
41.85
2.12
19.23
63.20
42.45
X1.7.3
X1.7.3.01
1.31
55.77
2.12
39.16
97.05
109.54
Nr
0.92
39.16
2.12
21.87
63.15
45.16
Unit
X1.6
X1.6.4
X1.6.4.44
X1.6.4.45
X1.6.4.46
X1.6.4.47
X1.6.4.48
X1.7
X1.7.2
X1.7.2.01
Height: 1 - 1.25m
Mild steel (low carbon steel) fencing
with round or square vertical and flat
posts and horizontals, BS 1722, part 9;
welded type railing panel with flat
horizontals and round bar verticals
pointed at top; 102 x 44 x 7.4 kg/m
R.S.J. posts for concreting in the
ground; 1.20m; 16mm Bar Bluntops;
Calcium plumbate primed
components
X1.7.2.02
X1.7.2.03
X1.7.3.02
459
CESSM3_Full Book.indd 459
Kg
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.48
63.00
2.12
40.98
106.10
109.22
Nr
0.98
41.85
2.12
23.93
67.90
45.09
1.35
57.26
2.12
40.93
100.31
114.72
Nr
0.95
40.44
2.12
22.60
65.16
46.47
1.48
63.00
2.12
42.83
107.95
114.40
X1.7.3.08
Nr
0.99
41.97
2.12
24.77
68.86
46.40
X1.7.4
X1.7.4.01
1.35
57.26
2.12
46.23
105.61
130.28
Nr
0.95
40.44
2.12
24.79
67.35
50.43
Unit
X1.7
X1.7.3
X1.7.3.03
X1.7.3.04
X1.7.3.05
X1.7.3.06
X1.7.3.07
X1.7.4.02
Kg
460
23/08/2010 17:03:06
X1
Fences continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.48
63.00
2.12
48.37
113.49
129.96
Nr
0.99
41.97
2.12
27.29
71.38
50.35
0.83
35.42
0.89
86.92
123.23
178.57
1.35
57.26
2.12
64.55
123.93
195.67
Nr
0.95
40.44
2.12
26.98
69.54
54.38
1.48
63.00
2.12
66.93
132.05
195.35
Nr
0.99
41.97
2.12
29.81
73.90
54.31
0.83
35.42
0.89
95.20
131.51
194.45
X1.7.5.06
0.83
35.42
0.89
103.42
139.73
210.22
X1.7.6
X1.7.6.01
Height: 2.5 - 3m
Steel palisade fences, BS 1722, part
12, galvanised after manufacture;
fences of corrugated pales with plain
tops; height: 3.00m
0.83
35.42
0.89
119.90
156.21
241.81
Unit
X1.7
X1.7.4
X1.7.4.03
X1.7.4.04
X1.7.4.05
X1.7.5
X1.7.5.01
X1.7.5.02
X1.7.5.03
X1.7.5.04
X1.7.5.05
Height: 2 - 2.5m
Mild steel (low carbon steel) fencing
with round or square vertical and flat
posts and horizontals, BS 1722, part 9;
welded type railing panel with flat
horizontals and round bar verticals
pointed at top; 102 x 44 x 7.4 kg/m
R.S.J. posts for concreting in the
ground; 2.10m; 22mm Bar Bluntops;
Calcium plumbate primed
components
461
CESSM3_Full Book.indd 461
Kg
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
1.00
42.57
25.13
79.20
146.90
32.88
Nr
Nr
Nr
1.00
1.00
1.00
42.57
42.57
42.57
25.13
25.13
25.13
105.60
158.40
187.44
173.30
226.10
255.14
41.13
57.62
66.69
Nr
1.00
42.57
25.13
105.23
172.93
43.19
Nr
Nr
Nr
1.00
1.00
1.00
42.57
42.57
42.57
25.13
25.13
25.13
140.31
210.46
245.54
208.01
278.16
313.24
54.88
78.24
89.92
Nr
1.00
42.57
25.13
79.20
146.90
32.88
Nr
Nr
Nr
1.00
1.00
1.00
42.57
42.57
42.57
25.13
25.13
25.13
105.60
158.40
184.80
173.30
226.10
252.50
41.13
57.62
65.87
Nr
1.00
42.57
25.13
116.92
184.62
47.09
X2.4.1.14
X2.4.1.15
X2.4.1.16
X2.4.1.17
Nr
Nr
Nr
1.00
1.00
1.00
42.57
42.57
42.57
25.13
25.13
25.13
140.31
210.46
245.54
208.01
278.16
313.24
54.88
78.24
89.92
X2.4.1.18
X2.4.1.19
as above; galvanised
Single gate width 1.00m; Gates in
conjunction with anti-intruder chain
link fencing, Infilling with: galvanised
chain link mesh or plastic coated chain
link mesh
Nr
Nr
0.20
0.20
8.51
8.51
6.00
8.00
14.51
16.51
8.81
28.61
Nr
1.00
42.57
25.13
274.15
341.85
93.24
Unit
X2.4
X2.4.1
X2.4.1.01
X2.4.1.02
X2.4.1.03
X2.4.1.04
X2.4.1.05
X2.4.1.06
X2.4.1.07
X2.4.1.08
X2.4.1.09
X2.4.1.10
X2.4.1.11
X2.4.1.12
X2.4.1.13
Kg
462
23/08/2010 17:03:19
X2
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X2.4
X2.4.1
X2.4.1.20
1.00
42.57
25.13
274.15
341.85
93.24
Width 1.5 - 2m
Single gate width 1.50m; Corrugated
pales with plain tops; Steel gates and
gate posts in conjunction with steel
palisade fencing; galvanised after
manufacture; Height: 1.80m
Nr
1.50
63.86
37.70
403.35
504.91
109.16
X2.4.2.02
X2.4.2.03
X2.4.2.04
Nr
Nr
Nr
1.50
1.50
1.50
63.86
63.86
63.86
37.70
37.70
37.70
420.84
436.35
490.64
522.40
537.91
592.20
114.46
119.45
133.06
X2.4.3
X2.4.3.01
Width 2 - 2.5m
Single gate width 2.00m; infilling with
galvanised chain link mesh; Circular
hollow section framing; fittings bolted
to concrete or timber posts: bitumen
coated; fence height: 0.90m
Nr
1.00
42.57
25.13
158.40
226.10
57.62
Nr
Nr
Nr
1.00
1.00
1.00
42.57
42.57
42.57
25.13
25.13
25.13
211.20
316.80
369.60
278.90
384.50
437.30
74.11
107.10
123.59
Nr
1.00
42.57
25.13
210.46
278.16
78.24
Nr
Nr
Nr
1.00
1.00
1.00
42.57
42.57
42.57
25.13
25.13
25.13
280.61
420.92
491.07
348.31
488.62
558.77
101.61
148.33
171.70
Nr
1.25
53.21
31.41
158.40
243.02
59.66
Nr
Nr
Nr
1.25
1.25
1.25
53.21
53.21
53.21
31.41
31.41
31.41
211.20
316.80
369.60
295.82
401.42
454.22
76.15
109.13
125.62
Nr
1.25
53.21
31.41
210.46
295.08
80.28
X2.4.2
X2.4.2.01
X2.4.3.02
X2.4.3.03
X2.4.3.04
X2.4.3.05
X2.4.3.06
X2.4.3.07
X2.4.3.08
X2.4.3.09
X2.4.3.10
X2.4.3.11
X2.4.3.12
X2.4.3.13
463
CESSM3_Full Book.indd 463
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
Nr
1.25
1.25
1.25
53.21
53.21
53.21
31.41
31.41
31.41
280.61
420.92
491.07
365.23
505.54
575.69
103.64
150.37
173.74
Nr
Nr
0.20
0.20
8.51
8.51
6.00
8.00
14.51
16.51
8.81
28.61
Nr
1.00
42.57
25.13
548.30
616.00
178.34
Nr
1.00
42.57
25.13
548.30
616.00
178.34
Nr
2.00
85.14
50.26
237.60
373.00
90.51
Nr
Nr
Nr
2.00
2.00
2.00
85.14
85.14
85.14
50.26
50.26
50.26
316.80
475.20
554.40
452.20
610.60
689.80
115.24
164.72
189.46
Nr
2.50
106.43
62.82
315.59
484.84
125.34
Nr
Nr
Nr
2.50
2.50
2.50
106.43
106.43
106.43
62.82
62.82
62.82
420.79
631.18
736.38
590.04
800.43
905.63
160.33
230.32
265.31
Nr
2.00
85.14
50.26
237.60
373.00
90.51
Nr
Nr
2.00
2.00
85.14
85.14
50.26
50.26
316.80
475.20
452.20
610.60
115.24
164.72
Unit
X2.4
X2.4.3
X2.4.3.14
X2.4.3.15
X2.4.3.16
X2.4.3.17
Width 2 - 2.5m
as previous item; fence height: 1.2m
as above; fence height: 1.8m
as above; fence height: 2.18m
Single gate width 2.00m; infilling with
galvanised chain link mesh; additional
costs of three lines of barbed wire
above gates; extended stiles and
extension arms 0.33m high: bitumen
coated
X2.4.3.18
X2.4.3.19
as above; galvanised
Single gate width 2.00m; Gates in
conjunction with anti-intruder chain
link fencing, Infilling with: galvanised
chain link mesh or plastic coated chain
link mesh
as above; Infilling with: galvanised mild
steel wire fabric
X2.4.3.20
X2.4.5
X2.4.5.01
X2.4.5.02
X2.4.5.03
X2.4.5.04
X2.4.5.05
X2.4.5.06
X2.4.5.07
X2.4.5.08
X2.4.5.09
X2.4.5.10
X2.4.5.11
Width 3 - 4m
Single gate width 3.00m; infilling with
galvanised chain link mesh; Circular
hollow section framing; fittings bolted
to concrete or timber posts: bitumen
coated; fence height: 0.90m
Kg
464
23/08/2010 17:03:33
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
2.50
106.43
62.82
315.59
484.84
125.34
Nr
Nr
Nr
2.50
2.50
2.50
106.43
106.43
106.43
62.82
62.82
62.82
420.79
631.18
736.38
590.04
800.43
905.63
160.33
230.32
265.31
Nr
Nr
0.20
0.20
8.51
8.51
6.00
8.00
14.51
16.51
8.81
28.61
Nr
2.00
85.14
50.26
668.34
803.74
169.92
Unit
X2.4
X2.4.5
X2.4.5.13
Width 3 - 4m
Single gate width 3.00m; infilling with
galvanised chain link mesh; Rectangular
hollow section framing; fittings bolted
to concrete or timber posts:
galvanised; fence height: 0.90m
X2.4.5.14
X2.4.5.15
X2.4.5.16
X2.4.5.17
X2.4.5.18
X2.4.5.19
as above; galvanised
Single gate width 3.00m; Corrugated
pales with plain tops; Steel gates and
gate posts in conjunction with steel
palisade fencing; galvanised after
manufacture; Height: 1.80m
Kg
X2.4.5.20
X2.4.5.21
X2.4.5.22
Nr
Nr
Nr
2.00
2.00
2.00
85.14
85.14
85.14
50.26
50.26
50.26
697.49
723.34
813.82
832.89
858.74
949.22
179.62
188.79
213.19
X2.4.6
X2.4.6.01
Width 4 - 5m
Double gates width 4.00m; infilling
with galvanised chain link mesh;
Circular hollow section framing; fittings
bolted to concrete or timber posts:
bitumen coated; fence height: 0.90m
Nr
2.50
106.43
62.82
316.80
486.05
119.32
Nr
Nr
Nr
2.50
2.50
2.50
106.43
106.43
106.43
62.82
62.82
62.82
422.40
633.60
739.20
591.65
802.85
908.45
152.30
218.27
251.25
Nr
3.00
127.71
75.39
420.79
623.89
164.41
Nr
Nr
Nr
3.00
3.00
3.00
127.71
127.71
127.71
75.39
75.39
75.39
561.05
841.58
981.84
764.15
1,044.68
1,184.94
211.06
304.37
351.03
X2.4.6.02
X2.4.6.03
X2.4.6.04
X2.4.6.05
X2.4.6.06
X2.4.6.07
X2.4.6.08
465
CESSM3_Full Book.indd 465
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
Nr
Nr
2.50
2.50
2.50
2.50
106.43
106.43
106.43
106.43
62.82
62.82
62.82
62.82
316.80
422.40
633.60
739.20
486.05
591.65
802.85
908.45
119.32
152.30
218.27
251.25
Nr
3.00
127.71
75.39
420.79
623.89
164.41
Nr
Nr
Nr
3.00
3.00
3.00
127.71
127.71
127.71
75.39
75.39
75.39
561.05
841.58
981.84
764.15
1,044.68
1,184.94
211.06
304.37
351.03
Nr
Nr
0.20
0.20
8.51
8.51
6.00
8.00
14.51
16.51
8.81
28.61
Nr
1.00
42.57
25.13
1,096.60
1,164.30
348.53
Nr
1.00
42.57
25.13
1,096.60
1,164.30
348.53
Nr
2.00
85.14
50.26
886.97
1,022.37
219.40
Unit
X2.4
X2.4.6
X2.4.6.09
Width 4 - 5m
Double gates width 4.00m; infilling
with galvanised chain link mesh;
Rectangular hollow section framing;
fittings bolted to concrete or timber
posts: bitumen coated; fence height:
0.90m
X2.4.6.10
X2.4.6.11
X2.4.6.12
X2.4.6.13
X2.4.6.14
X2.4.6.15
X2.4.6.16
X2.4.6.17
X2.4.6.18
X2.4.6.19
as above; galvanised
Double gates width 4.00m; Gates in
conjunction with anti-intruder chain
link fencing, Infilling with: galvanised
chain link mesh or plastic coated chain
link mesh
as above; Infilling with: galvanised mild
steel wire fabric
Double gates width 4.50m;
Corrugated pales with plain tops; Steel
gates and gate posts in conjunction
with steel palisade fencing; galvanised
after manufacture; Height: 1.80m
X2.4.6.20
X2.4.6.21
Kg
X2.4.6.22
X2.4.6.23
X2.4.6.24
Nr
Nr
Nr
2.00
2.00
2.00
85.14
85.14
85.14
50.26
50.26
50.26
947.47
995.87
1,166.37
1,082.87
1,131.27
1,301.77
236.55
251.82
293.81
X2.4.7
X2.4.7.01
Width exceeding 5m
Double gates width 6.00m; infilling
with galvanised chain link mesh;
Circular hollow section framing; fittings
bolted to concrete or timber posts:
bitumen coated; fence height: 0.90m
Nr
3.00
127.71
75.39
475.20
678.30
172.87
466
23/08/2010 17:03:46
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
Nr
3.00
3.00
3.00
127.71
127.71
127.71
75.39
75.39
75.39
633.60
950.40
1,108.80
836.70
1,153.50
1,311.90
222.34
321.29
370.76
Nr
3.50
149.00
87.95
631.18
868.13
238.46
Nr
Nr
Nr
3.50
3.50
3.50
149.00
149.00
149.00
87.95
87.95
87.95
841.58
1,262.37
1,472.76
1,078.53
1,499.32
1,709.71
308.45
448.41
518.40
Nr
Nr
Nr
Nr
3.00
3.00
3.00
3.00
127.71
127.71
127.71
127.71
75.39
75.39
75.39
75.39
475.20
633.60
950.40
1,108.80
678.30
836.70
1,153.50
1,311.90
172.87
222.34
321.29
370.76
Nr
3.50
149.00
87.95
631.18
868.13
238.46
Nr
Nr
Nr
3.50
3.50
3.50
149.00
149.00
149.00
87.95
87.95
87.95
841.58
1,262.37
1,472.76
1,078.53
1,499.32
1,709.71
308.45
448.41
518.40
Nr
Nr
0.20
0.20
8.51
8.51
6.00
8.00
14.51
16.51
8.81
28.61
Nr
1.50
63.86
37.70
1,638.90
1,740.46
518.69
Nr
1.50
63.86
37.70
1,638.90
1,740.46
518.69
Unit
X2.4
X2.4.7
X2.4.7.02
X2.4.7.03
X2.4.7.04
X2.4.7.05
Width exceeding 5m
as previous item; fence height: 1.2m
as above; fence height: 1.8m
as above; fence height: 2.18m
Double gates width 6.00m; infilling
with galvanised chain link mesh;
Circular hollow section framing; fittings
bolted to concrete or timber posts:
galvanised; fence height: 0.90m
X2.4.7.06
X2.4.7.07
X2.4.7.08
X2.4.7.09
X2.4.7.10
X2.4.7.11
X2.4.7.12
X2.4.7.13
X2.4.7.14
X2.4.7.15
X2.4.7.16
X2.4.7.17
X2.4.7.18
X2.4.7.19
as above; galvanised
Double gates width 6.00m; Gates in
conjunction with anti-intruder chain
link fencing, Infilling with: galvanised
chain link mesh or plastic coated chain
link mesh
as above; Infilling with: galvanised mild
steel wire fabric
X2.4.7.20
467
CESSM3_Full Book.indd 467
Kg
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
2.00
85.14
50.26
995.87
1,131.27
251.82
Nr
Nr
Nr
2.00
2.00
2.00
85.14
85.14
85.14
50.26
50.26
50.26
1,028.87
1,078.37
1,435.87
1,164.27
1,213.77
1,571.27
267.27
285.30
361.53
Nr
3.50
149.00
87.95
633.60
870.55
226.41
Nr
Nr
Nr
3.50
3.50
3.50
149.00
149.00
149.00
87.95
87.95
87.95
844.80
1,267.20
1,478.40
1,081.75
1,504.15
1,715.35
292.38
424.31
490.28
Nr
4.00
170.28
100.52
841.58
1,112.38
312.52
X2.4.7.30
X2.4.7.31
X2.4.7.32
X2.4.7.33
Nr
Nr
Nr
4.00
4.00
4.00
170.28
170.28
170.28
100.52
100.52
100.52
1,122.11
1,683.16
1,963.69
1,392.91
1,953.96
2,234.49
405.83
592.45
685.76
X2.4.7.34
X2.4.7.35
X2.4.7.36
X2.4.7.37
Nr
Nr
Nr
Nr
3.50
3.50
3.50
3.50
149.00
149.00
149.00
149.00
87.95
87.95
87.95
87.95
633.60
844.80
1,267.20
1,478.40
870.55
1,081.75
1,504.15
1,715.35
226.41
292.38
424.31
490.28
Nr
4.00
170.28
100.52
841.58
1,112.38
312.52
Nr
Nr
Nr
4.00
4.00
4.00
170.28
170.28
170.28
100.52
100.52
100.52
1,122.11
1,683.16
1,963.69
1,392.91
1,953.96
2,234.49
405.83
592.45
685.76
Unit
X2.4
X2.4.7
X2.4.7.21
Width exceeding 5m
Double gates width 6.00m;
Corrugated pales with plain tops; Steel
gates and gate posts in conjunction
with steel palisade fencing; galvanised
after manufacture; Height: 1.80m
X2.4.7.22
X2.4.7.23
X2.4.7.24
X2.4.7.25
X2.4.7.26
X2.4.7.27
X2.4.7.28
X2.4.7.29
X2.4.7.38
X2.4.7.39
X2.4.7.40
Kg
468
23/08/2010 17:04:01
X2
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
Nr
0.20
0.20
8.51
8.51
6.00
8.00
14.51
16.51
8.81
28.61
Nr
1.50
63.86
37.70
2,181.20
2,282.76
684.77
Nr
1.50
63.86
37.70
2,181.20
2,282.76
684.77
Unit
X2.4
X2.4.7
X2.4.7.41
Width exceeding 5m
Double gates width 8.00m; infilling
with galvanised chain link mesh;
additional costs of three lines of barbed
wire above gates; extended stiles and
extension arms 0.33m high: bitumen
coated
X2.4.7.42
X2.4.7.43
as above; galvanised
Double gates width 8.00m; Gates in
conjunction with anti-intruder chain
link fencing, Infilling with: galvanised
chain link mesh or plastic coated chain
link mesh
as above; Infilling with: galvanised mild
steel wire fabric
X2.4.7.44
X3
X3.2
Cast Iron
X3.2.1
X3.2.1.01
Gutters
Fixing with standard brackets at heights
not exceeding 3m; half round eaves
gutters; Diameter: 100mm
X3.2.1.02
X3.2.1.03
X3.2.1.04
X3.2.2
X3.2.2.01
X3.2.2.02
X3.2.2.03
X3.2.2.04
X3.2.2.05
X3.2.2.06
X3.2.2.07
X3.2.2.08
X3.2.2.09
X3.2.2.10
X3.2.2.11
X3.2.2.12
0.25
6.76
22.68
29.44
23.06
0.30
8.12
43.88
52.00
34.59
0.25
6.76
25.45
32.21
23.55
0.30
8.12
29.20
37.32
34.59
Nr
Nr
Nr
0.03
0.04
0.04
0.81
1.08
1.08
4.36
12.28
11.97
5.17
13.36
13.05
1.43
5.35
4.39
Nr
Nr
Nr
0.03
0.04
0.04
0.81
1.08
1.08
7.42
27.22
25.80
8.23
28.30
26.88
1.72
8.02
6.59
Nr
Nr
Nr
0.03
0.04
0.04
0.81
1.08
1.08
4.22
13.31
13.05
5.03
14.39
14.13
1.20
5.62
4.61
Nr
Nr
Nr
0.03
0.04
0.04
0.81
1.08
1.08
15.15
19.02
15.26
15.96
20.10
16.34
1.81
8.42
6.92
469
CESSM3_Full Book.indd 469
Kg
X3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.28
7.58
52.42
60.00
15.43
0.28
7.58
67.21
74.79
22.44
0.28
7.58
172.74
180.32
26.20
Nr
0.18
4.87
27.97
32.84
4.03
Nr
0.28
7.58
20.78
28.36
2.29
Nr
0.28
7.58
26.20
33.78
4.71
Nr
0.28
7.58
26.20
33.78
4.71
Nr
Nr
0.28
0.18
7.58
4.87
26.20
37.13
33.78
42.00
4.71
4.74
Nr
0.18
4.87
29.35
34.22
8.21
Nr
0.18
4.87
50.38
55.25
5.54
Nr
0.18
4.87
50.38
55.25
5.54
Nr
0.18
4.87
50.38
55.25
5.54
Nr
0.18
4.87
104.74
109.61
5.92
Unit
X3.2
Cast Iron
X3.2.3
X3.2.3.01
Downpipes
fixing with standard brackets at heights
not exceeding 3m; ears cast on; fixing
with pipe nails and hardwood distance
pieces; nominal size; 75mm
X3.2.3.02
X3.2.3.03
X3.2.4
X3.2.4.01
X3.2.4.02
X3.2.4.03
X3.2.4.04
X3.2.4.05
X3.2.4.06
X3.2.4.07
X3.2.4.08
X3.2.4.09
X3.2.4.10
X3.2.4.11
X3.2.4.12
X3.2.4.13
X3.2.4.14
X3.2.4.15
X3.2.4.16
X3.2.4.17
Kg
Nr
0.18
4.87
99.73
104.60
10.27
Nr
0.18
4.87
133.42
138.29
6.93
Nr
0.18
4.87
133.42
138.29
6.93
Nr
0.18
4.87
50.00
54.87
3.73
Nr
0.18
4.87
75.00
79.87
6.25
Nr
0.18
4.87
95.00
99.87
8.35
470
23/08/2010 17:04:15
X3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X3.3
Plastics
X3.3.1
X3.3.1.01
Gutters
UPVC; fixing with standard brackets at
heights not exceeding 3m; half round
eaves gutters; nominal size; 112mm
0.18
4.87
9.77
14.64
4.17
0.18
4.87
12.48
17.35
7.64
Nr
0.05
1.35
4.05
5.40
0.15
Nr
0.14
3.79
17.67
21.46
1.13
Nr
0.05
1.35
14.48
15.83
0.38
Nr
0.05
1.35
5.51
6.86
0.29
Nr
0.14
3.79
13.95
17.74
1.38
Nr
0.05
1.35
15.27
16.62
1.25
Downpipes
UPVC; fixing with standard brackets at
heights not exceeding 3m; fixing with
standard brackets; nominal size; 68mm
0.15
4.06
7.44
11.50
3.10
X3.3.3.02
0.15
4.06
16.95
21.01
4.17
X3.3.4
X3.3.4.01
Fittings to downpipes
UPVC; fixing with standard brackets at
heights not exceeding 3m; nominal
size 68mm; Shoes
as above; nominal size 68mm; Bends
Nr
Nr
0.10
0.16
2.71
4.33
7.08
8.19
9.79
12.52
0.18
0.64
Nr
0.18
4.87
4.53
9.40
0.46
Nr
0.18
4.87
4.53
9.40
0.46
Nr
Nr
0.05
0.10
1.35
2.71
6.76
16.24
8.11
18.95
0.39
1.13
Nr
0.16
4.33
20.09
24.42
0.91
Nr
0.18
4.87
19.43
24.30
1.13
Nr
0.18
4.87
19.43
24.30
1.13
Nr
0.18
4.87
19.74
24.61
0.12
X3.3.1.02
X3.3.2
X3.3.2.01
X3.3.2.02
X3.3.2.03
X3.3.2.04
X3.3.2.05
X3.3.2.06
X3.3.3
X3.3.3.01
X3.3.4.02
X3.3.4.03
Fittings to gutters
UPVC; fixing with standard brackets at
heights not exceeding 3m; half round
eaves gutters; nominal size 112m;
Stopped ends
as above; half round eaves gutters;
nominal size 112m; Square angles
as above; half round eaves gutters;
nominal size 112m; Outlets
as above; half round eaves gutters;
diameter 150mm; Stopped ends
as above; half round eaves gutters;
diameter 150mm; Square angles
as above; half round eaves gutters;
diameter 150mm; Outlets
X3.3.4.06
X3.3.4.07
X3.3.4.08
X3.3.4.04
X3.3.4.05
X3.3.4.09
X3.3.4.10
471
CESSM3_Full Book.indd 471
X4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
X4.1
X4.1.1
placed on river bank above water level; Zinc wire mesh 80mm; random filled by hand with broken rock
of cubic character; average mass 2 - 10kg
Nr
Size: 2 x 1 x 1m
0.80
60.03
17.14
78.83
Nr
Size: 2 x 1 x 0.5m
0.65
48.78
13.93
47.11
156.00
109.82
250.43
127.32
PVC coated wire mesh 80mm; random filled by hand with broken rock of cubic character; average mass
2 - 10kg
Nr
Size: 2 x 1 x 1m
0.80
60.03
17.14
86.74
Nr
Size: 2 x 1 x 0.5m
0.65
48.78
13.93
53.75
163.91
116.46
218.93
111.57
X4.1.3.01
placed below water level and filled by grab; Zinc wire mesh 80mm; random filled by machine with
broken rock of cubic character; average mass 2 - 10kg
Nr
Size: 2 x 1 x 1m
0.80
60.03
55.51
78.83
194.37
254.18
X4.2
X4.2.1
gabions filled on bank then lifted into position below water level; distance 10m from bank top; galvanised
wire mesh 60mm; random filled by hand with broken rock of cubic character; average mass 2 - 10kg
X4.2.1.01
X4.2.1.02
Size: 6 x 2m x 230mm
Size: 6 x 2m x 300mm
33.66
37.00
26.95
34.77
X4.1.1.01
X4.1.1.02
X4.1.2
X4.1.2.01
X4.1.2.02
X4.1.3
m2
m2
0.15
0.15
11.26
11.26
3.21
3.21
19.19
22.53
472
23/08/2010 17:04:37
CLASS Y:
23/08/2010 17:04:37
23/08/2010 17:04:37
Qty
2
2
3
1
Rate
x
x
x
x
12.56
14.34
16.68
13.53
Total
=
=
=
=
25.12
28.68
50.05
13.53
117.38
7.94
7.94
69.08
69.08
Plant
P Y0005ICE
7.94
475
CESSM3_Full Book.indd 475
69.08
Note(s):
Cleaning
Cleaning is done in two stages
To remove all silt and adhesions prior to a survey of the existing sewer to establish the size of the
lining units. Immediately prior to placing lining units to clean away any recent silt or sewage
deposits to ensure efficient grouting to the annulus. Stage (i) usually requires heavy jetting and
vacuum cleaning or dredging. There is a variety of equipment/sub-contractors available
depending on the size of sewer, length between the manholes etc., but usually the more
expensive equipment has a compensatingly greater output and the cost will be determined more
by the degree of situation rather than the size of sewer or length. Stage (ii) costs have been
included in the laying operations. Guide Prices (Sub-contractors) for man-entry sewers 1200mm
maximum diameter.
Normally re-lining is only contemplated where the existing structure is considered safe to work in. There
should be minimal making good following a cleaning operation and it would be done by the lining gang.
Plugging Laterals
The following are Specialist prices and are based on robotic methods for non man entry pipelines.
Assume as a permanent plug in lieu of complete filling of a lateral with PFA/cement.
Local Internal Repairs
The following are Specialist prices and are based on robotic methods for non man entry pipelines.
Including cutting and repointing.
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
20.93
31.33
1.36
2.04
7.04
241.80
3.02
Kg
Y1.1
Cleaning
Y1.1.1
Y1.1.1.01
Y1.1.1.02
Guide Prices (Sub-contractors) for man entry sewers 1200mm maximum diameter
m
0 - 10% siltation
0.17
19.60
1.33
m
10 - 40% siltation
0.25
29.34
1.99
Y1.2
Removing intrusions
Y1.2.1
Y1.2.1.01
Y1.2.2
Y1.2.2.01
Laterals, stated profile and size exceeding 150mm in one or more dimension
GVC, or concrete pipes not exceeding
300mm into the bore of the main
sewer
Nr
3.00
352.14
10.56
362.70
4.53
Y1.2.3
Y1.2.3.01
Y1.2.3.02
Y1.2.3.03
Y1.2.3.04
Y1.4
Y1.4.1
Y1.4.1.01
Y1.4.1.02
Y1.6
Y1.6.1
Y1.6.1.01
Nr
2.00
234.76
Nr
Nr
Nr
Nr
0.50
0.75
1.00
0.01
58.69
88.03
117.38
1.64
2.61
3.91
5.21
0.07
61.30
91.94
122.59
1.71
3.30
4.94
6.59
0.09
Nr
Nr
1.00
0.50
117.38
58.69
369.63
3.90
487.01
62.59
23.65
11.45
Nr
1.00
117.38
69.08
184.80
371.26
75.62
476
23/08/2010 17:04:48
Y1
Y1.6
Y1.6.2
Y1.6.2.01
Nr
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.50
176.07
103.62
369.60
649.29
119.33
31.30
8.18
Y2
Note(s):
Pointing to be carried out by hand for small areas and by pressure pointing for large areas.
Material cost is minimal compared with raking out and pointing labour costs. Prices will vary
depending upon accessibility.
Y2.1
Y2.1.1
Y2.1.1.01
m2
Y3
Note(s):
Segmental lining
0.25
29.34
0.65
1.31
Kg
Linings are usually tailor-made to suit a given sewer. This is usually determined by passing a 3dimensional template (the length of the proposed lining units) through the existing sewer to
determine what lining of constant X-section will be suitable between any two manholes. The
price charged for materials will depend upon the number of units which are to be provided
which can be made from one run or former. 'The labour/plant cost of installation will depend on
a number of factors: Minimum safety cover (ie. personnel) at shaft positions. If work is taking
place at shaft positions while lining is carried out, then extra men would not be required for
emergency use; if an existing shaft is being used for access then extra labour should be allowed
over and above the lining crew to maintain (a) air flow through system (at least two manhole
covers open and attended), (b) traffic direction, (c) gas monitoring and (d) escape facilities. The
output in metres/shift does not vary greatly with diameter since large units are often easier to
install because of the greater working room. The factors affecting output are: (a) Length between
manholes. (b) Whether linings are in one piece or have an invert and soffit section. (c) Whether fixings
are required to pin the units to existing brickwork. (d) Whether units are stiff/thick enough to
withstand annulus grouting without internal strutting.
Y3.3
Segmental lining
Y 3.3.3
Y3.3.3.01
0.05
5.87
1.61
383.32
390.80
143.65
0.03
3.87
1.06
311.45
316.38
114.89
0.10
11.74
3.21
360.00
374.95
93.13
0.07
7.86
2.15
290.00
300.01
74.45
m3
0.10
11.74
0.68
270.00
282.42
396.99
Y3.3.3.02
Y3.3.4
Y3.3.4.01
Y3.3.4.02
Y3.6
Y3.6.1
Y3.6.1.01
Y4
Y4.1
Jointing
Y4.1.1
Y4.1.1.01
Nr
0.30
35.21
1.06
25.00
61.27
12.60
Y4.1.2
Y4.1.2.01
Nr
0.55
64.56
1.94
35.00
101.50
17.03
Y4.1.3
Y4.1.3.01
2.82
55.00
151.72
25.51
477
CESSM3_Full Book.indd 477
Y5
Note(s):
The following Specialist prices and are based on robotic methods for non man entry pipelines.
Cleaning
Cleaning is done in two stages. To remove all debris and encrustations prior to a survey of the
existing main to establish the size of the lining units. Immediately prior to placing lining units to
clean away any residual corrosion debris and encrustation to ensure efficient grouting to the
annulus. Stage (i) usually requires power boring or scraping and plunging or high pressure
jetting. There is a variety of equipment/sub-contractors available depending on the size of main,
length between manholes etc., but usually the more expensive equipment has a compensatingly
greater output and the cost will be determined more by the degree of siltation rather than the
size of main or its length. 'Stage (ii) costs have been included in the laying operations. Guide
Prices for non man entry mains up to 1200mm maximum diameter.
Removing Intructions
The following prices are based on the removal of intruding laterals by the KA-TE robotic system.
All operations are monitored by a monochrome camera mounted on the robot and recorded on
video tape.
Closed Circuit Television Surveys
These rates include the following:
Establishment, moving and setting up equipment at each exploratory hole and dismantling after
completion. Reinstatement around each exploratory hole. Any standing time incurred by boring,
drilling, grouting or probing equipment as a result of the survey. Editing, copying and supply of
video tapes. Provision of all necessary equipment including adequate power supply and
experienced operator. Covered accommodation for viewing monitoring screen.
Unit
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Y5.1
Cleaning
Y5.1.2
Y5.1.2.01
Y5.1.2.02
Y5.1.2.03
Y5.1.2.04
m
m
m
m
0.02
0.03
0.03
0.05
2.00
2.93
3.87
5.87
0.13
0.20
0.26
0.40
2.13
3.13
4.13
6.27
0.14
0.20
0.27
0.41
Y5.1.3
Y5.1.3.01
Y5.1.3.02
Y5.1.3.03
Y5.1.3.04
m
m
m
m
0.03
0.05
0.07
0.10
3.87
5.87
7.86
11.74
0.26
0.40
0.53
0.79
4.13
6.27
8.39
12.53
0.27
0.41
0.55
0.81
Y5.1.4
Y5.1.4.01
Y5.1.4.02
Y5.1.4.03
Y5.1.4.04
m
m
m
m
0.08
0.13
0.17
0.25
9.74
14.67
19.60
29.34
0.66
0.99
1.33
1.99
10.40
15.66
20.93
31.33
0.68
1.02
1.36
2.04
Y5.1.5
Y5.1.5.01
Y5.1.5.02
Y5.1.5.03
Y5.1.5.04
m
m
m
m
0.17
0.25
0.33
0.40
19.60
29.34
39.09
46.95
1.33
1.99
2.64
3.18
20.93
31.33
41.73
50.13
1.36
2.04
2.71
3.26
478
23/08/2010 17:05:06
Y5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Y5.2
Removing intrusions
Y5.2.1
Y5.2.1.01
Nr
2.00
234.76
7.04
241.80
3.02
Nr
3.00
352.14
10.56
362.70
4.53
Nr
3.00
352.14
10.56
362.70
4.53
Y5.2.2
Y5.2.2.01
Y5.2.2.02
Y5.4
Y5.4.3
Y5.4.3.01
1.62
1.62
0.14
1.62
1.62
0.14
1.62
1.62
0.14
1.62
1.62
0.14
1.62
1.62
0.14
1.62
1.62
0.14
Y5.4.4
Y5.4.4.01
Y5.4.5
Y5.4.5.01
Y5.4.5.02
Y5.4.6
Y5.4.6.01
Y5.4.6.02
Y8
Interruptions
Note(s):
Prices will depend greatly upon the amount of labour and plant that is tied up by the stopping of
an operation. In certain circumstances labour and plant may be diverted on to other work.
Y8.1
Y8.1.1
Y8.1.1.01
Cleaning
Vacuum cleaning
Y8.2
Y8.2.1
Y8.2.1.01
Generally
Pointing
Y8.3
Y8.3.4
Y8.3.4.01
Hr
1.00
117.38
7.94
125.32
8.15
Hr
1.00
117.38
2.61
119.99
1.80
Hr
1.00
117.38
32.12
149.50
4.26
479
CESSM3_Full Book.indd 479
23/08/2010 17:05:17
CLASS Z:
23/08/2010 17:05:17
23/08/2010 17:05:17
Qty
1
1
1
Rate
x
x
x
16.99
12.56
13.53
1
4
2
x
x
x
17.93
16.68
12.56
1
2
1
x
x
x
17.93
16.68
12.56
1
1
x
x
16.68
12.56
3
1
x
x
13.53
16.68
5
1
1
x
x
x
16.68
12.56
16.99
2
1
x
x
22.37
11.19
1
1
x
x
16.68
12.56
2
1
x
x
17.90
11.19
1
1
483
CESSM3_Full Book.indd 483
x
x
16.68
12.56
Total
=
=
=
16.99
12.56
13.53
43.08
=
=
=
17.93
66.73
25.12
109.78
=
=
=
17.93
33.37
12.56
63.86
=
=
16.68
12.56
29.24
=
=
40.59
16.68
57.27
=
=
=
83.42
12.56
16.99
112.97
=
=
44.74
11.19
55.93
=
=
16.68
12.56
29.24
=
=
35.81
11.19
47.00
=
=
16.68
12.56
29.24
1
1
x
x
16.99
12.56
=
=
16.99
12.56
29.55
=
=
41.41
24.30
65.71
=
=
=
3.55
0.98
1.50
6.03
2.61
2.61
=
=
2.61
14.46
17.07
Plant
P A1124ICE
1
0.5
x
x
41.41
48.61
1
1
1
x
x
x
3.55
0.98
1.50
2.61
1
1
x
x
2.61
14.46
484
23/08/2010 17:05:17
The prices contained in this class are intended to assist in the compilation of estimates for
activities commonly found in simple building works incidental to civil engineering works. The
items listed hereafter are all not measured strictly in accordance with Class Z of CESMM3 but are
included as a representative sample based on a composite basis wherever possible, to provide an
indication of the level of pricing. The prices do not include for any Preliminary type items.
Attention should be given to guidance notes which follow some items.
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.32
36.15
1.93
11.84
49.92
15.43
m2
0.24
27.11
1.44
9.54
38.09
12.24
m2
0.40
45.18
2.41
13.28
60.87
15.28
m2
0.32
36.15
1.93
12.67
50.75
16.24
m2
0.24
27.11
1.44
10.37
38.92
13.05
m2
0.40
45.18
2.41
14.11
61.70
16.09
m2
0.32
36.15
1.93
13.49
51.57
17.05
m2
0.24
27.11
1.44
11.19
39.74
13.85
m2
0.40
45.18
2.41
14.93
62.52
16.89
Unit
Z1.1
Z1.1.1
Z1.1.1.01
Floors
Suspended timber floors; including
structural and carcassing timbers with
boarding; sawn softwood joists at
600mm centres, ends built in; sawn
softwood herringbone strutting 50 x
50mm to centre line of joists span; all
timbers treated; Joint sizes: 175 x
50mm; Plywood, tongued and
grooved joints; 18mm thick
Z1.1.1.02
Z1.1.1.03
Z1.1.1.04
Z1.1.1.05
Z1.1.1.06
Z1.1.1.07
Z1.1.1.08
Z1.1.1.09
485
CESSM3_Full Book.indd 485
Kg
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.20
22.59
1.20
4.39
28.18
3.81
m2
0.10
11.30
0.60
2.45
14.35
2.62
m2
0.30
33.89
1.81
8.12
43.82
6.91
m2
0.15
16.94
0.90
4.58
22.42
4.79
m2
0.60
67.78
3.61
17.27
88.66
14.62
m2
0.30
33.89
1.81
9.72
45.42
10.15
m2
0.32
36.15
1.93
12.28
50.36
15.47
m2
0.24
27.11
1.44
9.98
38.53
12.27
m2
0.40
45.18
2.41
13.73
61.32
15.31
m2
0.36
40.67
2.17
13.33
56.17
16.77
m2
0.28
31.63
1.69
11.03
44.35
13.58
m2
0.44
49.70
2.65
14.77
67.12
16.62
m2
0.40
45.18
2.41
14.39
61.98
17.89
m2
0.32
36.15
1.93
12.10
50.18
14.70
m2
0.48
54.22
2.89
15.84
72.95
17.74
Unit
Z1.1
Z1.1.2
Z1.1.2.01
Z1.1.2.02
Z1.1.2.03
Z1.1.2.04
Z1.1.2.05
Z1.1.2.06
Z1.1.3
Z1.1.3.01
Z1.1.3.02
Z1.1.3.03
Z1.1.3.04
Z1.1.3.05
Z1.1.3.06
Z1.1.3.07
Z1.1.3.08
Z1.1.3.09
Kg
486
23/08/2010 17:05:29
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.25
28.24
1.50
12.31
42.05
11.32
m2
0.24
27.11
1.44
10.59
39.14
9.87
m2
0.28
31.74
1.69
14.58
48.01
13.52
m2
0.30
33.89
1.81
11.39
47.09
10.71
m2
0.31
35.36
1.88
15.47
52.71
14.37
m2
0.34
38.41
2.05
12.00
52.46
11.34
m2
0.08
8.70
0.46
15.96
25.12
13.91
m2
0.08
8.70
0.46
27.28
36.44
17.50
m2
0.08
8.70
0.46
38.86
48.02
22.05
m2
0.09
9.60
0.51
17.22
27.33
12.79
m2
0.09
9.60
0.51
30.36
40.47
16.44
m2
0.10
11.52
0.61
43.73
55.86
20.98
m2
0.12
13.67
0.73
18.26
32.66
11.99
m2
0.12
13.67
0.73
32.86
47.26
15.70
Unit
Z1.1
Z1.1.4
Z1.1.4.01
Pitched roofs
Timber pitched roof in traditional sawn
softwood construction; including
structural and carcassing timbers; roof
with hipped ends; purlins; ridge; rafters
and ceiling joists at 450mm centres,
blinders; struts; hangers; ties; wall
plates; no insulation no coverings; all
timber trated; Roof pitch: 22.5
degrees; Rafters at 1800mm centres
spanning; 8000mm
Z1.1.4.02
Z1.1.4.03
Z1.1.4.04
Z1.1.4.05
Z1.1.4.06
Z1.1.4.07
Z1.1.4.08
Z1.1.4.09
Z1.1.4.10
Z1.1.4.11
Z1.1.4.12
Z1.1.4.13
Z1.1.4.14
487
CESSM3_Full Book.indd 487
Kg
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.12
13.67
0.73
47.67
62.07
20.16
0.02
1.92
0.10
0.23
2.25
0.33
0.02
1.92
0.10
0.35
2.37
0.47
0.02
1.92
0.10
0.46
2.48
0.61
0.02
1.92
0.10
0.35
2.37
0.47
0.02
1.92
0.10
0.53
2.55
0.69
0.02
2.37
0.13
0.70
3.20
0.92
0.02
2.37
0.13
0.44
2.94
0.59
0.02
2.37
0.13
0.65
3.15
0.86
0.02
2.71
0.14
0.87
3.72
1.13
0.03
3.16
0.17
1.04
4.37
1.35
0.03
3.16
0.17
1.39
4.72
1.78
0.04
4.74
0.25
2.09
7.08
2.68
0.04
4.74
0.25
2.78
7.77
3.54
0.04
4.74
0.25
1.85
6.84
2.39
0.05
5.87
0.31
2.78
8.96
3.56
0.07
7.79
0.42
3.71
11.92
4.75
m
m
0.09
0.02
9.83
1.92
0.52
0.10
4.64
0.34
14.99
2.36
5.93
0.35
Unit
Z1.1
Z1.1.4
Z1.1.4.15
Pitched roofs
as previous item; Roof pitch: 45 degrees;
Trussed rafter spanning; 10000mm;
Fink
Kg
Z1.1.5.18
Z1.1.5.19
0.02
1.92
0.10
0.51
2.53
0.50
Z1.1.5.20
Z1.1.5.21
m
m
0.02
0.02
1.92
1.92
0.10
0.10
0.69
0.52
2.71
2.54
0.66
0.51
Z1.1.5.22
0.02
1.92
0.10
0.78
2.80
0.74
Z1.1.5.23
Z1.1.5.24
m
m
0.02
0.02
2.37
2.37
0.13
0.13
1.04
0.64
3.54
3.14
0.99
0.63
Z1.1.5.25
0.02
2.37
0.13
0.97
3.47
0.92
Z1.1.5.26
m
m
0.02
0.03
2.71
3.16
0.14
0.17
1.29
1.54
4.14
4.87
1.22
1.46
Z1.1.5
Z1.1.5.01
Z1.1.5.02
Z1.1.5.03
Z1.1.5.04
Z1.1.5.05
Z1.1.5.06
Z1.1.5.07
Z1.1.5.08
Z1.1.5.09
Z1.1.5.10
Z1.1.5.11
Z1.1.5.12
Z1.1.5.13
Z1.1.5.14
Z1.1.5.15
Z1.1.5.16
Z1.1.5.17
Z1.1.5.27
488
23/08/2010 17:05:44
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.04
4.74
0.25
2.06
7.05
1.95
0.04
4.74
0.25
3.08
8.07
2.88
0.04
4.74
0.25
4.11
9.10
3.81
0.04
4.74
0.25
2.74
7.73
2.57
0.05
5.87
0.31
4.11
10.29
3.83
0.07
7.79
0.42
5.48
13.69
5.11
0.09
9.83
0.52
6.86
17.21
6.38
0.02
1.92
0.10
0.46
2.48
0.61
0.04
3.95
0.21
0.93
5.09
1.23
0.05
5.87
0.31
1.39
7.57
1.27
0.07
7.79
0.42
1.85
10.06
2.68
m
m
0.09
0.02
9.83
1.92
0.52
0.10
2.32
0.69
12.67
2.71
3.06
0.66
0.04
3.95
0.21
1.37
5.53
1.23
0.05
5.87
0.31
2.06
8.24
1.84
0.07
7.79
0.42
2.74
10.95
2.63
0.09
9.83
0.52
3.43
13.78
3.29
Nr
0.01
1.13
0.06
0.19
1.38
1.17
Nr
0.01
1.58
0.08
0.31
1.97
1.75
Nr
0.02
1.92
0.10
0.63
2.65
2.62
Nr
0.02
2.37
0.13
1.48
3.98
4.64
Nr
0.01
1.13
0.06
0.27
1.46
1.26
Nr
0.01
1.58
0.08
0.46
2.12
1.89
Nr
0.02
1.92
0.10
0.93
2.95
2.82
Nr
0.02
2.37
0.13
2.19
4.69
5.00
Unit
Z1.1
Z1.1.5
Z1.1.5.28
Z1.1.5.29
Z1.1.5.30
Z1.1.5.31
Z1.1.5.32
Z1.1.5.33
Z1.1.5.34
Z1.1.6
Z1.1.6.01
Z1.1.6.02
Z1.1.6.03
Z1.1.6.04
Z1.1.6.05
Z1.1.6.06
Z1.1.6.07
Z1.1.6.08
Z1.1.6.09
Z1.1.6.10
Z1.1.7
Z1.1.7.01
Z1.1.7.02
Z1.1.7.03
Z1.1.7.04
Z1.1.7.05
Z1.1.7.06
Z1.1.7.07
Z1.1.7.08
Struts
Untreated Softwood, sawn: 50 x
50mm
Untreated Softwood, sawn: 50 x
100mm
Untreated Softwood, sawn: 50 x
150mm
Untreated Softwood, sawn: 50 x
200mm
Untreated Softwood, sawn: 50 x
250mm
Treated Softwood, sawn: 50 x 50mm
Treated Softwood, sawn: 50 x
100mm
Treated Softwood, sawn: 50 x
150mm
Treated Softwood, sawn: 50 x
200mm
Treated Softwood, sawn: 50 x
250mm
Cleats
Untreated Softwood, sawn: 50 x 100
x 200mm long
Untreated Softwood, sawn: 75 x 100
x 225mm long
Untreated Softwood, sawn: 75 x 150
x 300mm long
Untreated Softwood, sawn: 100 x 200
x 400mm long
Treated Softwood, sawn: 50 x 100 x
200mm long
Treated Softwood, sawn: 75 x 100 x
225mm long
Treated Softwood, sawn: 75 x 150 x
300mm long
Treated Softwood, sawn: 100 x 200 x
400mm long
489
CESSM3_Full Book.indd 489
Kg
Z1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z1.2
Strip boarding
Z1.2.1
Z1.2.1.01
Floors
Tongued and grooved joints; 150mm
widths; Thickness: 22mm; Softwood,
wrought
as above; 150mm widths; Thickness:
25mm; Softwood, wrought
m2
0.10
8.84
0.30
14.63
23.77
7.00
m2
0.10
8.84
0.30
15.41
24.55
7.88
m2
0.34
31.53
1.20
21.56
54.29
8.14
m2
0.29
25.88
0.90
20.58
47.36
8.03
m2
0.34
31.53
1.20
21.56
54.29
8.14
m2
0.05
5.65
0.30
4.29
10.24
4.62
m2
0.10
11.30
0.60
3.40
15.30
3.29
m2
0.05
5.65
0.30
13.13
19.08
9.87
m2
0.08
8.47
0.45
4.29
13.21
4.67
m2
0.13
14.12
0.75
3.40
18.27
3.35
m2
0.06
6.78
0.36
13.13
20.27
9.89
m2
0.16
18.07
0.96
4.29
23.32
4.86
m2
0.30
33.89
1.81
3.40
39.10
3.74
m2
0.16
18.07
0.96
13.13
32.16
10.11
m2
0.11
12.43
0.66
4.15
17.24
5.50
m2
0.11
12.43
0.66
5.23
18.32
8.12
m2
0.06
6.78
0.36
3.14
10.28
5.35
m2
0.11
12.43
0.66
6.42
19.51
11.18
m2
0.06
6.78
0.36
4.63
11.77
7.38
Z1.2.1.02
Z1.2.1.03
Z1.2.1.04
Z1.2.1.05
Z1.2.4
Z1.2.4.01
Z1.2.4.02
Z1.2.4.03
Z1.2.4.04
Z1.2.4.05
Z1.2.4.06
Z1.2.4.07
Z1.2.4.08
Z1.2.4.09
Soffits
At eaves; butt joints; including 38 x
50mm sawn softwood treated
bearers; Widths: over 150mm;
Masterboard; 6mm thick
as above; Widths: over 150mm;
Softwood, wrought untreated; 16mm
thick 100mm wide boards
as above; Widths: over 150mm;
Plywood external quality; 18mm thick
as above; Widths: over 225mm;
Masterboard; 6mm thick
as above; Widths: over 225mm;
Softwood, wrought untreated; 16mm
thick 100mm wide boards
as above; Widths: over 225mm;
Plywood external quality; 18mm thick
as above; Widths: over 300mm;
Masterboard; 6mm thick
as above; Widths: over 300mm;
Softwood, wrought untreated; 16mm
thick 100mm wide boards
as above; Widths: over 300mm;
Plywood external quality; 18mm thick
Z1.3
Sheet boarding
Z1.3.1
Z1.3.1.01
Floors
Thickness: 15mm; Plywood, butt
jointed
Thickness: 18mm; Plywood, butt
jointed
Thickness: 18mm; Chipboard,
tongued and grooved jointed
Thickness: 22mm; Plywood, butt
jointed
Thickness: 22mm; Chipboard,
tongued and grooved jointed
Z1.3.1.02
Z1.3.1.03
Z1.3.1.04
Z1.3.1.05
490
23/08/2010 17:05:59
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
4.00
451.84
24.08
438.90
914.82
120.43
Nr
6.00
677.76
36.12
342.50
1,056.38
120.16
Nr
7.00
790.72
42.14
357.63
1,190.49
138.90
Nr
1.00
112.96
6.02
122.61
241.59
40.24
Nr
2.00
225.92
12.04
122.61
360.57
42.49
Nr
1.00
112.96
6.02
714.88
833.86
133.77
Nr
2.00
225.92
12.04
714.88
952.84
136.02
0.03
3.01
0.10
0.98
4.09
0.50
0.03
3.01
0.10
1.48
4.59
0.73
0.03
3.01
0.10
1.74
4.85
0.84
0.05
4.42
0.15
1.15
5.72
0.65
0.05
4.42
0.15
1.73
6.30
0.95
0.05
4.42
0.15
2.04
6.61
1.10
0.09
7.10
0.15
1.54
8.79
0.70
0.10
8.01
0.20
2.31
10.52
1.05
0.10
8.01
0.20
2.72
10.93
0.74
0.15
12.03
0.30
1.88
14.21
0.96
0.15
12.03
0.30
2.83
15.16
1.38
Unit
Z1.4
Z1.4.1
Z1.4.1.01
Z1.4.1.02
Z1.4.1.03
Z1.4.3
Z1.4.3.01
Z1.4.3.02
Z1.4.3.03
Z1.4.3.04
Z1.5
Miscellaneous joinery
Z1.5.1
Z1.5.1.01
Skirtings
Skirtings including sawn softwood
grounds plugged and screwed to
blockwork; Rounded Softwood,
wrought: 19 x 100mm
as above; Rounded Softwood,
wrought: 19 x 150mm
as above; Rounded Softwood,
wrought: 19 x 175mm
as above; Rounded Softwood,
wrought: 25 x 100mm
as above; Rounded Softwood,
wrought: 25 x 150mm
as above; Rounded Softwood,
wrought: 25 x 175mm
as above; Rounded Oak, wrought: 19
x 100mm
as above; Rounded Oak, wrought: 19
x 150mm
as above; Rounded Oak, wrought: 19
x 175mm
as above; Rounded Oak, wrought: 25
x 100mm
as above; Rounded Oak, wrought: 25
x 150mm
Z1.5.1.02
Z1.5.1.03
Z1.5.1.04
Z1.5.1.05
Z1.5.1.06
Z1.5.1.07
Z1.5.1.08
Z1.5.1.09
Z1.5.1.10
Z1.5.1.11
491
CESSM3_Full Book.indd 491
Kg
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.15
12.03
0.30
2.24
14.57
1.59
0.05
4.42
0.15
0.98
5.55
0.51
0.05
4.42
0.15
1.48
6.05
0.74
0.05
4.42
0.15
1.74
6.31
0.86
0.07
5.84
0.20
1.15
7.19
0.67
0.07
5.84
0.20
1.73
7.77
0.97
0.07
5.84
0.20
2.04
8.08
1.12
0.10
8.01
0.20
1.54
9.75
0.72
0.10
8.01
0.20
2.31
10.52
1.05
0.10
8.01
0.20
2.72
10.93
1.21
0.13
10.04
0.25
1.88
12.17
0.94
0.13
10.04
0.25
2.83
13.12
1.36
0.13
10.04
0.25
2.24
12.53
1.57
0.03
3.01
0.10
0.49
3.60
0.30
0.03
3.01
0.10
0.57
3.68
0.34
Unit
Z1.5
Miscellaneous joinery
Z1.5.1
Z1.5.1.12
Skirtings
as previous item; Rounded Oak, wrought: 25
x 175mm
as above; Moulded Softwood,
wrought: 19 x 100mm
as above; Moulded Softwood,
wrought: 19 x 150mm
as above; Moulded Softwood,
wrought: 19 x 175mm
as above; Moulded Softwood,
wrought: 25 x 100mm
as above; Moulded Softwood,
wrought: 25 x 150mm
as above; Moulded Softwood,
wrought: 25 x 175mm
as above; Moulded Oak, wrought: 19
x 100mm
as above; Moulded Oak, wrought: 19
x 150mm
as above; Moulded Oak, wrought: 19
x 175mm
as above; Moulded Oak, wrought: 25
x 100mm
as above; Moulded Oak, wrought: 25
x 150mm
as above; Moulded Oak, wrought: 25
x 175mm
Z1.5.1.13
Z1.5.1.14
Z1.5.1.15
Z1.5.1.16
Z1.5.1.17
Z1.5.1.18
Z1.5.1.19
Z1.5.1.20
Z1.5.1.21
Z1.5.1.22
Z1.5.1.23
Z1.5.1.24
Kg
0.03
3.01
0.10
0.72
3.83
0.41
Z1.5.2.05
Architraves
Rounded Softwood, wrought: 25 x
44mm
Rounded Softwood, wrought: 25 x
50mm
Rounded Softwood, wrought: 25 x
63mm
Rounded Softwood, wrought: 25 x
75mm
Rounded Oak, wrought: 25 x 44mm
m
m
0.03
0.07
3.01
5.84
0.10
0.20
0.88
0.81
3.99
6.85
0.49
0.46
Z1.5.2.06
0.07
5.84
0.20
0.94
6.98
0.51
Z1.5.2.07
0.07
5.84
0.20
1.18
7.22
0.62
Z1.5.2.08
0.07
5.84
0.20
1.43
7.47
0.73
Z1.5.2.09
0.03
3.01
0.10
0.49
3.60
0.30
0.03
3.01
0.10
0.57
3.68
0.34
0.03
3.01
0.10
0.72
3.83
0.41
Z1.5.2.13
m
m
0.03
0.07
3.01
5.84
0.10
0.20
0.88
0.81
3.99
6.85
0.49
0.46
Z1.5.2.14
0.07
5.84
0.20
0.94
6.98
0.51
Z1.5.2.15
0.07
5.84
0.20
1.18
7.22
0.62
Z1.5.2
Z1.5.2.01
Z1.5.2.02
Z1.5.2.03
Z1.5.2.04
Z1.5.2.10
Z1.5.2.11
Z1.5.2.12
492
23/08/2010 17:06:16
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.07
5.84
0.20
1.43
7.47
0.73
0.03
3.01
0.10
0.49
3.60
0.30
0.03
3.01
0.10
0.57
3.68
0.34
0.03
3.01
0.10
0.72
3.83
0.41
m
m
0.03
0.07
3.01
5.84
0.10
0.20
0.88
0.81
3.99
6.85
0.49
0.45
Unit
Z1.5
Miscellaneous joinery
Z1.5.2
Z1.5.2.16
Architraves
Moulded Oak, wrought: 25 x 75mm
Z1.5.3
Z1.5.3.01
Kg
Z1.5.3.05
Trims
Rounded Softwood, wrought: 25 x
44mm
Rounded Softwood, wrought: 25 x
50mm
Rounded Softwood, wrought: 25 x
63mm
Rounded Softwood, wrought: 25 x
75mm
Rounded Oak, wrought: 25 x 44mm
Z1.5.3.06
0.07
5.84
0.20
0.94
6.98
0.50
Z1.5.3.07
0.07
5.84
0.20
1.18
7.22
0.61
Z1.5.3.08
0.07
5.84
0.20
1.43
7.47
0.71
Z1.5.3.09
0.03
3.01
0.10
0.49
3.60
0.30
0.03
3.01
0.10
0.57
3.68
0.34
0.03
3.01
0.10
0.72
3.83
0.41
Z1.5.3.13
m
m
0.03
0.07
3.01
5.84
0.10
0.20
0.88
0.81
3.99
6.85
0.49
0.45
Z1.5.3.14
0.07
5.84
0.20
0.94
6.98
0.50
Z1.5.3.15
0.07
5.84
0.20
1.18
7.22
0.61
Z1.5.3.16
0.07
5.84
0.20
1.43
7.47
0.71
Z1.5.4
Z1.5.4.01
Shelves
Shelving including bearers; Widths:
300mm; Softwood, wrought; 25mm
thick
as above; Widths: 300mm; Softwood,
wrought; slatted 25 x 50mm spaced at
75mm; 25mm thick
0.25
28.24
1.50
2.61
32.35
1.32
0.20
22.59
1.20
1.84
25.63
2.27
0.20
22.59
1.20
1.60
25.39
3.40
0.20
22.59
1.20
2.05
25.84
4.32
0.20
22.59
1.20
1.42
25.21
2.60
0.20
22.59
1.20
1.87
25.66
3.21
0.20
22.59
1.20
2.05
25.84
3.40
Z1.5.3.02
Z1.5.3.03
Z1.5.3.04
Z1.5.3.10
Z1.5.3.11
Z1.5.3.12
Z1.5.4.02
Z1.5.4.03
Z1.5.4.04
Z1.5.4.05
Z1.5.4.06
Z1.5.4.07
493
CESSM3_Full Book.indd 493
Z1
Z1.5
Miscellaneous joinery
Z1.5.4
Z1.5.4.08
Shelves
as previous item; Widths: 300mm; Plywood,
butt joints: 25mm thick
m
as above; Widths: 300mm; Chipboard,
faced both sides with white melamine;
15mm thick
m
as above; Widths: 450mm; Softwood,
wrought; slatted 25 x 50mm spaced at
75mm; 25mm thick
m
Z1.5.4.09
Z1.5.4.10
Z1.5.4.11
Z1.5.4.12
Z1.5.4.13
Z1.5.4.14
Z1.5.4.15
Z1.5.4.16
Z1.5.4.17
Z1.5.4.18
Z1.5.4.19
Z1.5.4.20
Z1.5.4.21
Z1.5.4.22
Z1.5.4.23
Z1.5.4.24
Z1.5.4.25
Z1.5.4.26
Z1.5.4.27
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.20
22.59
1.20
2.40
26.19
4.32
0.20
22.59
1.20
1.45
25.24
2.34
0.25
28.24
1.50
2.76
32.50
3.30
Kg
0.25
28.24
1.50
2.39
32.13
4.99
0.25
28.24
1.50
3.07
32.81
6.37
0.20
22.59
1.20
2.13
25.92
3.68
0.20
22.59
1.20
2.80
26.59
4.59
0.25
28.24
1.50
3.07
32.81
4.99
0.25
28.24
1.50
3.60
33.34
6.37
0.30
33.89
1.81
2.17
37.87
3.51
0.30
33.89
1.81
3.67
39.37
4.32
0.30
33.89
1.81
3.19
38.89
6.58
0.30
33.89
1.81
4.09
39.79
8.41
0.25
28.24
1.50
2.84
32.58
4.87
0.25
28.24
1.50
3.73
33.47
6.09
0.30
33.89
1.81
4.09
39.79
6.58
0.30
33.89
1.81
4.81
40.51
8.41
0.35
39.54
2.11
2.90
44.55
4.57
0.35
39.54
2.11
4.83
46.48
5.64
0.35
39.54
2.11
4.79
46.44
9.64
494
23/08/2010 17:06:30
Z1
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z1.5
Miscellaneous joinery
Z1.5.4
Z1.5.4.28
Shelves
as previous item; Widths: 900mm;
Blackboard, butt joints: 25mm thick
0.35
39.54
2.11
6.14
47.79
12.40
0.30
33.89
1.81
4.26
39.96
7.14
0.30
33.89
1.81
5.60
41.30
8.96
0.35
39.54
2.11
6.14
47.79
9.64
0.35
39.54
2.11
7.21
48.86
12.40
0.40
45.18
2.41
4.35
51.94
6.58
Z1.5.4.29
Z1.5.4.30
Z1.5.4.31
Z1.5.4.32
Z1.5.4.33
Z1.6
Z1.6.1
Z1.6.1.01
Base units
Framed construction fixed to
blockwork with screws, plugging;
including ironmongery; plinth to base;
no worktop; Finish: White Matt
Melamine; Wall unit; single door, single
shelf; 500 x 500 x 882mm high
Nr
1.00
112.96
6.02
34.00
152.98
2.25
Nr
1.10
124.26
6.62
47.00
177.88
2.48
Nr
0.75
84.72
4.51
32.00
121.23
1.69
Nr
1.00
112.96
6.02
42.00
160.98
2.25
Nr
1.20
135.55
7.22
47.00
189.77
2.70
Nr
1.50
169.44
9.03
66.00
244.47
3.38
Nr
1.60
180.74
9.63
102.00
292.37
3.60
Nr
1.50
169.44
9.03
64.00
242.47
3.38
Nr
2.00
225.92
12.04
94.00
331.96
4.50
Nr
2.50
282.40
15.05
109.00
406.45
5.63
Z1.6.1.02
Z1.6.1.03
Z1.6.1.04
Z1.6.1.05
Z1.6.1.06
Z1.6.1.07
Z1.6.1.08
Z1.6.1.09
Z1.6.1.10
495
CESSM3_Full Book.indd 495
Z1
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
2.00
225.92
12.04
76.00
313.96
4.50
Nr
2.20
248.51
13.24
132.00
393.75
4.95
Nr
1.50
169.44
9.03
79.00
257.47
3.38
Nr
2.00
225.92
12.04
124.00
361.96
4.50
Nr
2.50
282.40
15.05
146.00
443.45
5.63
Nr
0.25
28.24
1.50
30.00
59.74
11.43
Nr
0.25
28.24
1.50
37.50
67.24
13.60
Nr
0.25
28.24
1.50
51.25
80.99
18.39
Nr
0.25
28.24
1.50
55.00
84.74
22.30
Nr
0.25
28.24
1.50
60.00
89.74
26.64
Nr
0.25
28.24
1.50
82.00
111.74
36.21
m2
0.02
1.92
3.65
5.57
4.65
m2
0.02
1.92
3.65
5.57
4.65
m2
0.02
1.92
5.08
7.00
9.30
m2
0.02
1.92
5.08
7.00
9.30
m2
0.02
1.87
3.65
5.52
4.65
m2
0.02
1.87
3.65
5.52
4.65
m2
0.02
1.87
8.87
10.74
11.16
Unit
Z1.6
Z1.6.1
Z1.6.1.11
Base units
as previous item; Finish: Oak; Wall unit; single
door, single shelf; 500 x 500 x 882mm
high
as above; Finish: Oak; Wall unit; single
door, single shelf; 1000 x 500 x
882mm high
as above; Finish: Oak; Wall unit; single
door, single shelf; 500 x 300 x 600mm
high
as above; Finish: Oak; Wall unit;
double door, single shelf; 1000 x 300
x 600mm high
as above; Finish: Oak; Wall unit;
double door, double shelf; 1000 x 300
x 900mm high
Z1.6.1.12
Z1.6.1.13
Z1.6.1.14
Z1.6.1.15
Z1.6.3
Z1.6.3.01
Z1.6.3.02
Z1.6.3.03
Z1.6.3.04
Z1.6.3.05
Z1.6.3.06
Work tops
High density chipboard faced and
lipped with melamine laminates; post
formed edge; fixing with screws;
Thickness: 25mm; 3000 x 500mm
as above; Thickness: 25mm; 3000 x
600mm
as above; Thickness: 25mm; 4100 x
600mm
as above; Thickness: 50mm; 3000 x
500mm
as above; Thickness: 50mm; 3000 x
600mm
as above; Thickness: 50mm; 4100 x
600mm
Z2
Insulation
Z2.1
Sheets
Z2.1.1
Z2.1.1.01
Floors
Expanded polystyrene butt jointed, laid
loose; to floors; Thickness: 25mm;
Standard grade
as above; Thickness: 25mm; Noninflammable
as above; Thickness: 50mm; Standard
grade
as above; Thickness: 50mm; Noninflammable
Z2.1.1.02
Z2.1.1.03
Z2.1.1.04
Z2.1.3
Z2.1.3.01
Z2.1.3.02
Z2.1.3.03
Walls
Sheets; expanded polystyrene butt
jointed, fixing with adhesive; to walls;
Thickness: 25mm; Standard grade
as above; Thickness: 25mm; Noninflammable
as above; Thickness: 50mm; Standard
grade
Kg
496
23/08/2010 17:06:45
Z2
Insulation continued...
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.02
1.87
8.87
10.74
11.16
m2
0.02
1.92
2.85
4.77
25.20
m2
0.02
1.92
2.85
4.77
25.20
m2
0.02
1.92
4.32
6.24
37.80
Walls
Boards; 'Styrofoam', Floormate 500,
butt jointed, fixing with insulation
retaining ties; to walls; Thickness:
50mm; Cavity wall insulation
m2
0.03
3.62
9.92
13.54
21.93
m2
0.05
5.49
11.24
16.73
25.65
Unit
Z2.1
Sheets
Z2.1.3
Z2.1.3.04
Walls
as previous item; Thickness: 50mm; Noninflammable
Z2.2
Quilts
Z2.2.1
Z2.2.1.01
Floors
Glass fibre insulation; laid loose; to
floors; Thickness: 80mm; Pilkingtons
'Crown wool'
as above; Thickness: 100mm;
Pilkingtons 'Crown wool'
as above; Thickness: 150mm;
Pilkingtons 'Crown wool'
Z2.2.1.02
Z2.2.1.03
Z2.2.3
Z2.2.3.01
Z2.2.3.02
Z3
Note(s):
Timber windows; softwood side hung casement windows without glazing bars consisting of
frame, mullions, transom and 140mm wide softwood sill; opening lights and casements on
rustproof hinges with casement stays and fasteners; fully glazed; frame bedded in cement mortar
pointed one side with mastic; knotting and priming by manufacturuer prior to delivery, no
decoration. Double glazing: 14mm overall; 4mm clear float, 6mm air gap + 4mm clear float.
Z3.1
Timber
Z3.1.1
Z3.1.1.01
Windows
Softwood side hung reversible
windows without glazing bars
consisting of frame, mullions, transom
and softwood sill; opening lights and
casements on rustproof hinges with
casement stays and fasteners; fully
glazed; frame bedded in cement
mortar pointed one side with mastic;
knotting and priming by manufacturer
prior to delivery, no decoration;
1200 x 1200mm Jeld Wen
reference: LEC1212CFR
Z3.1.1.02
Z3.1.1.03
Z3.1.1.04
Nr
1.45
26.00
361.58
387.58
18.52
Nr
2.05
36.76
588.23
624.99
31.43
Nr
1.00
17.93
238.27
256.20
8.80
Nr
1.00
17.93
262.79
280.72
11.02
497
CESSM3_Full Book.indd 497
Kg
Z3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
1.00
17.93
247.16
265.09
10.29
Nr
1.00
17.93
397.36
415.29
18.62
Nr
1.50
26.90
90.34
117.24
37.59
Nr
1.50
26.90
111.34
138.24
60.77
Nr
1.50
26.90
89.24
116.14
43.50
Nr
1.50
26.90
114.74
141.64
71.23
Nr
1.65
29.58
180.04
209.62
74.75
Nr
1.65
29.58
222.04
251.62
121.12
Nr
1.65
29.58
177.84
207.42
86.56
Nr
1.65
29.58
228.84
258.42
142.04
Nr
1.65
29.58
125.88
155.46
22.98
Nr
1.85
33.17
251.12
284.29
45.53
Nr
4.55
81.58
2,562.00
2,643.58
725.87
Nr
5.50
98.61
6,000.00
6,098.61
1,935.65
Nr
5.55
99.51
2,745.00
2,844.51
769.86
Nr
6.50
116.55
6,720.00
6,836.55
2,023.63
Unit
Z3.1
Timber
Z3.1.1
Z3.1.1.05
Windows
as previous item; 900 x 750 mm;
Jeld Wen reference number:
LEC0907AR
as above;1200 x 1200 mm;
Jeld Wen reference number:
LEC1212AFR
Z3.1.1.06
Z3.1.3
Z3.1.3.01
Z3.1.3.02
Z3.1.3.03
Z3.1.3.04
Z3.1.3.05
Z3.1.3.06
Z3.1.3.07
Z3.1.3.08
Z3.1.3.09
Z3.1.3.10
Doors
Softwood interior flush doors;
including frame and ironmongery; no
decoration; Sizes: Single; 35mm thick:
hardboard faced
as above; Sizes: Single; 35mm thick:
sapele faced
as above; Sizes: Single; 40mm thick:
hardboard faced
as above; Sizes: Single; 40mm thick:
sapele faced
as above; Sizes: Double; 35mm thick:
hardboard faced
as above; Sizes: Double; 35mm thick:
sapele faced
as above; Sizes: Double; 40mm thick:
hardboard faced
as above; Sizes: Double; 40mm thick:
sapele faced
Interior panelled doors; including
frame and ironmongery; no
decoration; Sizes: Single; Softwood
as above;
Sizes: Double; Softwood
Z3.2
Metal
Z3.2.3
Z3.2.3.01
Doors
Galvanised steel roller shutter doors;
two hour rated fire resistance;
including installation; Sizes: Single;
Bolton Gate Co Fireroll E240 Rolling
Shutters; opening sizes: 3050mm high,
3000mm wide
Z3.2.3.02
Z3.2.3.03
Z3.2.3.04
Kg
498
23/08/2010 17:06:58
Z3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z3.3
Plastics
Z3.3.1
Z3.3.1.01
Windows
White UPVC tilt and turn windows;
including ironmongery; 24mm low E
factory double glazed units; clear glass;
Frame fixed to masonry with screws,
plugging; 620 x 1050mm
Nr
1.00
17.93
101.67
119.60
17.19
Nr
1.55
27.79
180.67
208.46
33.44
Nr
1.80
32.27
211.45
243.72
40.60
Roof lights
Cox Trade rooflights; GRP factory
glazed double skin polycarbonate
dome; fixed to concrete with screws,
plugging; Rooflight sizes: 600 x
600mm; Non-ventilating; base frame
Nr
1.00
17.93
240.55
258.48
10.31
Nr
1.25
22.41
273.85
296.26
13.93
Nr
1.00
17.93
470.90
488.83
20.84
Nr
1.25
22.41
504.20
526.61
24.46
Nr
1.00
17.93
378.25
396.18
21.98
Nr
1.25
22.41
411.55
433.96
25.59
Nr
1.00
17.93
625.60
643.53
38.65
Nr
1.25
22.41
658.90
681.31
42.27
Nr
1.25
22.41
496.40
518.81
32.86
Nr
1.50
26.90
529.70
556.60
36.48
Nr
1.25
22.41
766.70
789.11
53.92
Nr
1.50
26.90
800.00
826.90
57.54
m2
0.65
11.56
44.36
55.92
9.63
Z3.3.1.02
Z3.3.1.03
Z3.3.6
Z3.3.6.01
Z3.3.6.02
Z3.3.6.03
Z3.3.6.04
Z3.3.6.05
Z3.3.6.06
Z3.3.6.07
Z3.3.6.08
Z3.3.6.09
Z3.3.6.10
Z3.3.6.11
Z3.3.6.12
Z3.5
Glazing
Z3.5.1
Z3.5.1.01
Glass
Glazing; clear sheet glass; in panes not
exceeding 4m2; Thickness: 4mm; To
timber with bradded wood beads
499
CESSM3_Full Book.indd 499
Z3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.65
11.56
45.44
57.00
12.15
m2
0.65
11.56
63.96
75.52
13.88
m2
0.65
11.56
65.04
76.60
16.40
m2
0.65
11.56
47.35
58.91
13.83
m2
0.65
11.56
48.43
59.99
16.35
m2
0.65
11.56
72.12
83.68
20.18
m2
0.65
11.56
73.20
84.76
22.70
m2
0.65
11.56
49.83
61.39
23.35
m2
0.65
11.56
50.91
62.47
25.88
Nr
0.65
11.56
67.46
79.02
13.83
Nr
0.65
11.56
68.54
80.10
16.35
Nr
0.80
14.22
100.19
114.41
20.18
Nr
0.80
14.22
101.27
115.49
22.70
Nr
0.80
14.22
69.76
83.98
13.83
Nr
0.80
14.22
80.63
94.85
21.45
Nr
0.75
13.34
296.98
310.32
19.53
Nr
1.05
18.67
593.47
612.14
38.16
Nr
0.75
13.34
341.06
354.40
22.70
Nr
1.05
18.67
681.63
700.30
44.51
Unit
Z3.5
Glazing
Z3.5.1
Z3.5.1.02
Glass
as previous item; Thickness: 4mm; To metal
with screwed metal beads
as above; Thickness: 6mm; To timber
with bradded wood beads
as above; Thickness: 6mm; To metal
with screwed metal beads
Glazing; rough cast patterned glass; in
panes not exceeding 4m2; Thickness:
4mm; To timber with bradded wood
beads
as above; Thickness: 4mm; To metal
with screwed metal beads
as above; Thickness: 6mm; To timber
with bradded wood beads
as above; Thickness: 6mm; To metal
with screwed metal beads
Glazing; Georgian wired cast glass; in
panes not exceeding 4m2; Thickness:
7mm; To timber with bradded wood
beads
as above; Thickness: 7mm; To metal
with screwed metal beads
Z3.5.1.03
Z3.5.1.04
Z3.5.1.05
Z3.5.1.06
Z3.5.1.07
Z3.5.1.08
Z3.5.1.09
Z3.5.1.10
Z3.5.3
Z3.5.3.01
Z3.5.3.02
Z3.5.3.03
Z3.5.3.04
Z3.5.3.05
Z3.5.3.06
Z3.5.3.07
Z3.5.3.08
Z3.5.3.09
Z3.5.3.10
Special glass
Glazing; toughened safety glass; in
panes not exceeding 4m2; Thickness:
4mm; To timber with bradded wood
beads: pane size 1.00m2
as above; Thickness: 4mm; To metal
with screwed metal beads: pane size
1.00m2
as above; Thickness: 6mm; To timber
with bradded wood beads: pane size
1.00m2
as above; Thickness: 6mm; To metal
with screwed metal beads: pane size
1.00m2
Glazing; clear laminated safety glass; in
panes not exceeding 4m2; Thickness:
4.4mm; To timber with bradded
wood beads; pane size 1.00m2
as above; Thickness: 6.4mm; To
timber with bradded wood beads;
pane size 1.00m2
Glazing; Lexan Exell 'D' Clear-112
safety glass; extruded polycarbonate
sheet, proprietary ultraviolet resistant
surface on one side; to metal with
screwed metal beads; Thickness:
5mm; Pane size 1.00m2
as above; Thickness: 5mm; Pane size
2.00m2
as above; Thickness: 6mm; Pane size
1.00m2
as above; Thickness: 6mm; Pane size
2.00m2
Kg
500
23/08/2010 17:07:13
Z3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.80
14.22
51.01
65.23
11.32
Nr
0.94
16.71
100.64
117.35
20.92
Nr
1.05
18.67
199.45
218.12
39.67
Nr
1.15
20.45
297.68
318.13
57.55
Nr
0.80
14.22
70.46
84.68
15.57
Nr
0.94
16.71
139.54
156.25
29.42
Nr
1.05
18.67
277.25
295.92
56.67
Nr
1.15
20.45
414.38
434.83
83.05
Nr
0.80
14.22
127.01
141.23
24.07
Nr
0.94
16.71
252.64
269.35
46.42
Nr
1.05
18.67
503.45
522.12
90.67
Nr
1.15
20.45
753.68
774.13
134.05
Nr
0.80
14.22
47.09
61.31
9.56
Nr
0.94
16.71
93.21
109.92
18.39
Nr
1.05
18.67
185.22
203.89
36.11
Nr
1.15
20.45
276.76
297.21
53.19
Nr
0.80
14.22
66.62
80.84
13.81
Nr
0.94
16.71
132.26
148.97
26.89
Nr
1.05
18.67
263.32
281.99
53.11
Nr
1.15
20.45
393.91
414.36
78.69
Nr
0.90
16.00
123.30
139.30
22.31
Nr
1.05
18.67
245.62
264.29
43.89
Nr
1.25
22.23
490.04
512.27
87.11
Nr
1.50
26.67
733.99
760.66
129.69
Unit
Z3.5
Glazing
Z3.5.4
Z3.5.4.01
Z3.5.4.02
Z3.5.4.03
Z3.5.4.04
Z3.5.4.05
Z3.5.4.06
Z3.5.4.07
Z3.5.4.08
Z3.5.4.09
Z3.5.4.10
Z3.5.4.11
Z3.5.4.12
Z3.5.4.13
Z3.5.4.14
Z3.5.4.15
Z3.5.4.16
Z3.5.4.17
Z3.5.4.18
Z3.5.4.19
Z3.5.4.20
Z3.5.4.21
Z3.5.4.22
Z3.5.4.23
Z3.5.4.24
501
CESSM3_Full Book.indd 501
Kg
Z3
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
0.75
13.45
18.67
32.12
2.58
Nr
0.90
16.14
49.95
66.09
6.86
Nr
2.00
35.86
206.22
242.08
42.87
Nr
0.75
13.45
19.65
33.10
2.58
Nr
0.90
16.14
52.57
68.71
6.86
Nr
2.00
35.86
217.07
252.93
42.87
m2
1.93
110.24
209.29
319.53
66.12
Nr
2.01
114.83
687.90
802.73
21.24
m2
2.25
128.63
209.59
338.22
66.94
Unit
Z3.5
Glazing
Z3.5.5
Z3.5.5.01
Mirrors
Silver backed 6mm clear glass; fixing to
masonry with chromium headed
screws, plugging; Edges polished; 450
x 300mm
as above; Edges polished; 900 x
400mm
as above; Edges polished; 1500 x
1500mm
as above; Edges bevelled; 450 x
300mm
as above; Edges bevelled; 900 x
400mm
as above; Edges bevelled; 1500 x
1500mm
Z3.5.5.02
Z3.5.5.03
Z3.5.5.04
Z3.5.5.05
Z3.5.5.06
Z3.6
Patent glazing
Z3.6.1
Z3.6.1.01
Roofs
2000mm long aluminium alloy bars at
600mm centres; Georgian wired
polished glazing 6mm thick
Z3.6.2
Z3.6.2.01
Z3.6.3
Z3.6.3.01
Opening lights
2000mm long aluminium alloy bars at
600mm centres; Georgian wired
polished glazing 6mm thick; 600 x
900mm; electric linear motor gear
Vertical surfaces
2000mm long aluminium alloy bars at
600mm centres; Georgian wired
polished glazing 6mm thick
Z4
Z4.1
Z4.1.1
Z4.1.1.01
Floors
Trowelled finish, to concrete base;
Thickness: 25mm; Cement and sand
(1 : 3); surfaces of width: over 1m
wide
as above; Cement and sand (1 : 3);
surfaces of width: not exceeding
300mm
as above; Granolithic; surfaces of
width: over 1m wide
as above; Granolithic; surfaces of
width: not exceeding 300mm
as above; Thickness: 32mm; Cement
and sand (1 : 3); surfaces of width:
over 1m wide
as above; Thickness: 32mm; Cement
and sand (1 : 3); surfaces of width: not
exceeding 300mm
as above; Thickness: 32mm;
Granolithic; surfaces of width: over 1m
wide
Z4.1.1.02
Z4.1.1.03
Z4.1.1.04
Z4.1.1.05
Z4.1.1.06
Z4.1.1.07
Kg
m2
0.04
1.17
0.68
5.72
7.57
8.40
0.05
1.46
0.85
1.78
4.09
2.68
m2
0.04
1.17
0.68
11.37
13.22
45.75
0.05
1.46
0.85
3.54
5.85
14.30
m2
0.04
1.17
0.68
7.37
9.22
10.80
0.05
1.46
0.85
2.16
4.47
3.23
m2
0.04
1.17
0.68
14.66
16.51
58.94
502
23/08/2010 17:07:30
Z4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.05
1.46
0.85
4.30
6.61
17.34
m2
0.04
1.17
0.68
8.65
10.50
12.65
0.04
1.17
0.68
2.54
4.39
3.77
m2
0.04
1.17
0.68
14.66
16.51
58.94
0.05
1.46
0.85
5.05
7.36
20.39
m2
0.05
1.46
0.85
11.44
13.75
16.74
0.07
1.96
1.14
3.43
6.53
5.11
m2
0.05
1.46
0.85
22.74
25.05
91.44
0.07
1.96
1.14
6.82
9.92
27.52
m2
0.33
9.74
0.87
4.15
14.76
5.74
0.17
4.88
0.44
1.26
6.58
1.83
m2
0.17
4.88
0.44
6.02
11.34
97.02
Unit
Z4.1
Z4.1.1
Z4.1.1.08
Floors
as previous item; Thickness: 32mm;
Granolithic; surfaces of width: not
exceeding 300mm
as above; Thickness: 38mm; Cement
and sand (1 : 3); surfaces of width:
over 1m wide
as above; Thickness: 38mm; Cement
and sand (1 : 3); surfaces of width: not
exceeding 300mm
as above; Thickness: 38mm;
Granolithic; surfaces of width: over 1m
wide
as above; Thickness: 38mm;
Granolithic; surfaces of width: not
exceeding 300mm
as above; Thickness: 50mm; Cement
and sand (1 : 3); surfaces of width:
over 1m wide
as above; Thickness: 50mm; Cement
and sand (1 : 3); surfaces of width: not
exceeding 300mm
as above; Thickness: 50mm;
Granolithic; surfaces of width: over 1m
wide
as above; Thickness: 50mm;
Granolithic; surfaces of width: not
exceeding 300mm
Z4.1.1.09
Z4.1.1.10
Z4.1.1.11
Z4.1.1.12
Z4.1.1.13
Z4.1.1.14
Z4.1.1.15
Z4.1.1.16
Z4.1.3
Z4.1.3.01
Z4.1.3.02
Z4.1.3.03
Z4.1.3.04
Z4.1.3.05
Z4.1.3.06
Walls
Rough case external render; cement
and sand (1 : 3); trowelled finish with
dry pebble dash coating, to brickwork
base; surfaces of width; Thickness:
Two coat 15mm; over 1m wide
as above; Thickness: Two coat 15mm;
not exceeding 300mm
In situ finishes; plaster; pre-mixed
Carlite; two coats 13mm thick;
comprising 11mm floating coat of
browning; 2mm finishing coat; steel
trowelled; surfaces of width; Work to
brickwork base; over 1m wide
Kg
0.13
3.65
0.33
1.67
5.65
28.82
m2
0.20
5.85
0.52
6.02
12.39
97.08
0.10
2.92
0.26
1.67
4.85
28.78
503
CESSM3_Full Book.indd 503
Z4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.10
2.92
0.26
7.65
10.83
3.90
0.07
1.96
0.17
2.22
4.35
1.20
m2
0.25
7.31
24.79
32.10
7.19
0.13
3.65
8.26
11.91
2.39
m2
0.25
7.31
28.81
36.12
8.57
0.13
3.65
9.59
13.24
2.85
m2
0.13
3.65
17.46
21.11
9.04
0.13
3.65
5.81
9.46
3.01
m2
0.13
3.65
20.06
23.71
12.25
0.13
3.65
6.68
10.33
4.08
m2
0.25
7.31
21.60
28.91
15.47
0.13
3.65
7.19
10.84
5.15
m2
0.40
11.70
34.59
46.29
20.78
0.20
5.85
11.52
17.37
6.92
Walls
White glazed ceramic, butt joints
straight both ways; fixing with adhesive
on plaster base; pointing with white
cement; Size: 108 x 108 x 4mm;
surfaces of width: over 1m wide
m2
0.50
14.78
11.08
25.86
12.41
0.25
7.39
3.69
11.08
4.13
m2
0.50
14.78
15.54
30.32
14.18
Unit
Z4.1
Z4.1.4
Z4.1.4.01
Soffits
Insitu finishes; plaster; thistle Universal
one coat 13mm thick; steel trowelled
work to metal lathing base; surface of
width; over 1m wide
as above; surfaces of width: not
exceeding 300mm
Z4.1.4.02
Z4.2
Tiles
Z4.2.1
Z4.2.1.01
Floors
Butt joints straight both ways; fixing
with adhesive to cement and sand
base; Thickness: 2mm; Vinyl,
Marleyflex Plus, 300 x 300mm units;
surfaces of width: over 1m wide
Z4.2.1.02
Z4.2.1.03
Z4.2.1.04
Z4.2.1.05
Z4.2.1.06
Z4.2.1.07
Z4.2.1.08
Z4.2.1.09
Z4.2.1.10
Z4.2.1.11
Z4.2.1.12
Z4.2.3
Z4.2.3.01
Z4.2.3.02
Z4.2.3.03
Kg
504
23/08/2010 17:07:43
Z4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.25
7.39
5.17
12.56
4.72
m2
0.40
11.70
24.36
36.06
6.34
0.20
5.85
8.11
13.96
2.11
m2
0.40
11.70
24.93
36.63
6.34
0.20
5.85
8.30
14.15
2.11
m2
0.40
11.70
28.60
40.30
12.15
0.20
5.85
9.52
15.37
4.05
m2
0.40
11.70
28.60
40.30
12.15
0.20
5.85
9.52
15.37
4.05
m2
0.05
5.65
0.30
1.97
7.92
3.67
0.03
2.82
0.15
0.66
3.63
1.24
m2
0.05
5.65
0.30
2.04
7.99
4.76
0.03
2.82
0.15
0.68
3.65
1.60
Soffits
Dry partitions and linings; walls;
gypsum plasterboard; tapered edges
fixed with galvanised nails to softwood
studs; compound dabs, joints filled
taped and finished flush; no decoration;
Thickness: 9.5mm; surfaces of width:
over 1m wide
m2
0.07
7.57
0.40
1.97
9.94
3.71
0.03
3.73
0.20
0.66
4.59
1.26
m2
0.07
7.57
0.40
2.04
10.01
4.80
0.03
3.73
0.20
0.68
4.61
1.62
Unit
Z4.2
Tiles
Z4.2.3
Z4.2.3.04
Walls
as previous item; surfaces of width: not
exceeding 300mm
Flexible sheet coverings; to floors;
linoleum sheet; 3.2mm thick; butt
joints; fixing with adhesive to cement
and sand base; Plain; surfaces of width:
over 1m wide
as above; surfaces of width: not
exceeding 300mm
as above; Marbled patterns; surfaces of
width: over 1m wide
as above; surfaces of width: not
exceeding 300mm
Flexible sheet coverings; to floors;
fitted carpeting and underlay; heavy
duty contract grade carpet PC 32 per
m2 underlay PC 2.95 per m2; Plain;
surfaces of width: over 1m wide
Z4.2.3.05
Z4.2.3.06
Z4.2.3.07
Z4.2.3.08
Z4.2.3.09
Z4.2.3.10
Z4.2.3.11
Z4.2.3.12
Z4.2.3.13
Z4.2.3.14
Z4.2.3.15
Z4.2.3.16
Z4.2.4
Z4.2.4.01
Z4.2.4.02
Z4.2.4.03
Z4.2.4.04
505
CESSM3_Full Book.indd 505
Kg
Z4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z4.5
Suspended ceilings
Z4.5.1
Z4.5.1.01
0.16
18.07
0.96
38.78
57.81
12.71
Z4.5.1.02
0.12
13.56
0.72
11.00
25.28
20.74
0.17
19.20
1.02
38.78
59.00
12.73
0.13
14.68
0.78
11.00
26.46
20.76
0.18
20.33
1.08
38.78
60.19
12.75
0.14
15.81
0.84
11.00
27.65
20.78
Z4.5.2
Z4.5.2.01
Z4.5.2.02
Z4.5.3
Z4.5.3.01
Z4.5.3.02
m2
506
23/08/2010 17:07:58
Z4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.20
22.59
1.20
18.87
42.66
33.24
Z4.6
Z4.6.1
Full access system, comprising steel sheet panels with high density chipboard core on metal pedestals,
including anti-static vinyl finish on panels
Pedestal height: 300mm; Diamond
m2
600 medium grade panels
0.24
27.11
1.44
73.92
102.47
48.21
Unit
Z4.5
Suspended ceilings
Z4.5.4
Z4.5.4.01
Bulkheads
Gyproc M/F suspended ceiling system,
comprising 12.7mm thick Gyproc
wallboard on metal suspension grid;
including perimeter trim fixed to walls,
strap hangers fixed to concrete soffit,
primary support channels and cleats;
no decoration; Vertical; 1000mm d
Z4.6.1.01
Z4.6.1.02
Kg
m2
0.24
27.11
1.44
80.27
108.82
50.79
m2
0.24
27.11
1.44
77.22
105.77
60.62
m2
0.24
27.11
1.44
83.58
112.13
63.21
0.50
56.48
3.01
12.92
72.41
69.71
0.75
84.72
4.51
14.57
103.80
79.88
1.00
112.96
6.02
16.23
135.21
90.05
0.50
56.48
3.01
20.17
79.66
45.02
1.00
112.96
6.02
22.21
141.19
51.60
1.00
112.96
6.02
24.70
143.68
57.49
Z4.8
Z4.8.1
Komfort'; melamine faced high density chipboard doors, walls and dividers; lipped all round; thickness
18mm; including fibreboard lacquered pilaster, capping rails, aluminium wall fixings, channels, brackets
and hinges; Blue / grey marble effect finish
Sets made up from a combination of
the following units: Dividers 1950 x
1500mm
Nr
0.50
56.48
3.01
166.77
Nr
as above; Doors 1800 x 750mm
0.50
56.48
3.01
159.36
Nr
as above; Doors 1800 x 950mm
0.50
56.48
3.01
159.36
Nr
as above; Pilaster 1810 x 97mm
0.25
28.24
1.50
60.00
Nr
as above; Pilaster 1810 x 110mm
0.25
28.24
1.50
77.00
226.26
218.85
218.85
89.74
106.74
40.14
19.10
24.08
1.90
2.08
Z4.6.1.03
Z4.6.1.04
Z4.7
Z4.7.1
Z4.7.1.01
Solid
Paramound dry partitions, with timber
supports at vertical joints; tapered
edges fixed with galvanised nails to
softwood studs and floor and ceiling
battens; joints filled, taped and finished
flush; no decoration; Thickness:
57mm; Height of partition: 210
Z4.7.1.02
Z4.7.1.03
Z4.7.1.04
Z4.7.1.05
Z4.7.1.06
Z4.8.1.01
Z4.8.1.02
Z4.8.1.03
Z4.8.1.04
Z4.8.1.05
507
CESSM3_Full Book.indd 507
Z4
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
127.03
19.87
39.74
54.62
3.51
0.66
1.32
1.89
Kg
Z4.8
Z4.8.1
Z4.8.1.06
Z4.8.1.07
Z4.8.1.08
Z4.8.1.09
Komfort'; melamine faced high density chipboard doors, walls and dividers; lipped all round; thickness
18mm; including fibreboard lacquered pilaster, capping rails, aluminium wall fixings, channels, brackets
and hinges; Blue / grey marble effect finish
Nr
as above; Pilaster 1810 x 214mm
0.25
28.24
1.50
97.29
Nr
as above; Head rails 1000mm
0.13
14.12
0.75
5.00
Nr
as above; Head rails 2000mm
0.25
28.24
1.50
10.00
Nr
as above; Head rails 3000mm
0.33
37.62
2.00
15.00
Z5
Z5.1
Pipework
Z5.1.1
Z5.1.1.01
Pipes
LTHW heating installation; copper
pipes Table X to BS EN 2871;
including fittings, valves, cocks and
connections; fixed to backgrounds,
plugging; Nominal bore: 15mm;
Without insulation
0.14
7.61
2.86
10.47
2.74
Z5.1.1.02
0.18
9.96
4.38
14.34
2.83
0.14
7.61
4.50
12.11
5.07
0.18
9.96
6.39
16.35
6.27
0.18
10.18
11.60
21.78
14.38
0.27
14.82
13.85
28.67
16.18
0.23
12.70
18.55
31.25
24.57
0.35
19.69
22.63
42.32
26.67
Nr
0.80
44.74
248.80
293.54
59.19
Z5.1.1.03
Z5.1.1.04
Z5.1.1.05
Z5.1.1.06
Z5.1.1.07
Z5.1.1.08
Z5.1.1.09
Z5.2
Equipment
Z5.2.2
Z5.2.2.01
Nr
3.00
167.79
70.31
238.10
47.68
Nr
6.00
335.58
178.63
514.21
137.74
Z5.2.2.02
508
23/08/2010 17:08:28
Z5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z5.2
Equipment
Z5.2.2
Z5.2.2.03
Nr
9.00
503.37
801.42
1,304.79
410.15
Nr
9.00
503.37
888.72
1,392.09
433.52
Nr
9.00
503.37
1,017.08
1,520.45
357.85
Nr
9.00
503.37
1,053.87
1,557.24
376.12
187.00
218.00
Nr
0.25
13.98
69.16
83.14
157.87
Nr
0.30
16.78
76.88
93.66
207.57
Nr
0.40
22.37
93.08
115.45
331.83
Nr
0.50
27.97
107.54
135.51
456.08
Nr
0.30
16.78
76.79
93.57
199.29
Nr
0.40
22.37
87.58
109.95
265.56
Nr
0.50
27.97
111.67
139.64
431.23
Nr
0.60
33.56
136.49
170.05
596.90
Nr
0.30
16.78
93.27
110.05
282.13
Nr
0.35
19.58
103.57
123.15
381.53
Nr
0.45
25.17
147.43
172.60
630.04
Nr
0.55
30.76
196.88
227.64
878.54
Nr
0.40
22.37
108.49
130.86
364.96
Nr
0.50
27.97
129.52
157.49
497.50
Nr
0.60
33.56
186.40
219.96
431.23
Z5.2.2.04
Z5.2.2.05
Z5.2.2.06
Z5.2.2.07
Z5.2.2.08
Z5.2.2.09
Z5.2.2.10
Z5.2.2.11
Z5.2.2.12
Z5.2.2.13
Z5.2.2.14
Z5.2.2.15
Z5.2.2.16
Z5.2.2.17
Z5.2.2.18
Z5.2.2.19
Z5.2.2.20
Z5.2.2.21
Z5.2.2.22
Z5.2.2.23
509
CESSM3_Full Book.indd 509
Z5
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z5.2
Equipment
Z5.2.2
Z5.2.2.24
Nr
0.70
39.15
245.03
284.18
596.90
Z5.2.3
Z5.2.3.01
Pumps
Centrifugal heating pump direct drive;
3 phase; 1450 rpm motor; max.
temperature 110 degrees C; button
starter; including electrical connections;
Pump Size 40mm; Maximum Head
40kN per m2; Maximum Delivery 4
litre/sec
Nr
3.00
167.79
663.01
830.80
233.39
Z5.2.3.02
Nr
3.00
167.79
763.01
930.80
276.41
Nr
3.00
167.79
1,063.01
1,230.80
570.38
Nr
3.00
167.79
1,363.02
1,530.81
692.27
Nr
3.00
167.79
2,063.01
2,230.80
814.16
241.31
68.07
Z5.2.3.03
Z5.2.3.04
Z5.2.3.05
Z5.3
Z5.3.1
Z5.3.1.01
Including waste pipes and fittings, valves, fittings, traps; placing in position, assembly and connections
WC suites; white vitreous china with
Nr
pan, cistern, flush pipe and seat
3.00
167.79
73.52
Z5.3.1.02
Z5.3.1.03
Z5.3.1.04
Z5.3.1.05
Z5.3.1.06
Nr
1.00
55.93
296.75
352.68
122.15
Nr
Nr
Nr
2.00
3.00
4.00
111.86
167.79
223.72
618.85
876.11
1,188.75
730.71
1,043.90
1,412.47
231.45
314.18
414.46
Nr
2.00
111.86
61.60
173.46
43.59
Z6
Z6.2
Rectangular ductwork
Z6.2.1
Z6.2.1.01
Straight
Air supply system; galvanised sheet
steel; low pressure including supports;
fittings; 1nr taper; 1nr 90 degree bend;
2nr grilles; 1nr fire damper; DW 142;
overall length 20m; Without insulation;
0.6mm thick: sum of both sides
200mm
0.05
2.35
0.74
117.85
120.94
25.07
Z6.2.1.02
0.05
2.54
0.80
145.09
148.43
48.49
510
23/08/2010 17:08:47
Z6
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.05
2.54
0.80
163.97
167.31
57.50
0.05
2.54
0.80
185.99
189.33
72.43
0.05
2.54
0.80
198.89
202.23
95.29
0.06
2.73
0.86
295.94
299.53
138.41
0.06
2.73
0.86
362.64
366.23
156.15
0.07
3.15
0.99
427.56
431.70
218.04
0.08
3.52
1.11
485.56
490.19
229.58
0.08
3.90
1.23
571.56
576.69
316.66
0.10
4.70
1.48
665.56
671.74
428.63
0.12
5.50
1.73
727.56
734.79
540.05
0.05
2.54
0.80
120.75
124.09
26.57
0.06
2.73
0.86
150.89
154.48
51.47
0.06
2.73
0.86
171.22
174.81
61.22
0.06
2.73
0.86
194.69
198.28
76.90
0.06
2.96
0.93
209.04
212.93
100.52
0.07
3.15
0.99
308.99
313.13
145.13
0.07
3.15
0.99
378.59
382.73
164.35
0.08
3.52
1.11
449.31
453.94
229.22
0.08
3.90
1.23
514.56
519.69
244.48
0.09
4.32
1.36
606.36
612.04
334.53
0.12
5.50
1.73
706.16
713.39
449.50
0.13
6.25
1.96
773.96
782.17
563.89
Nr
15.00
749.55
168.60
1,750.58
2,668.73
438.43
Unit
Z6.2
Rectangular ductwork
Z6.2.1
Z6.2.1.03
Straight
as previous item; 0.6mm thick: sum of both
sides 500mm
as above; 0.6mm thick: sum of both
sides 600mm
as above; 0.8mm thick: sum of both
sides 700mm
as above; 0.8mm thick: sum of both
sides 900mm
as above; 0.8mm thick: sum of both
sides 1100mm
as above; 0.8mm thick: sum of both
sides 1500mm
as above; 1.0mm thick: sum of both
sides 2000mm
as above; 1.0mm thick: sum of both
sides 2400mm
as above; 1.0mm thick: sum of both
sides 2800mm
as above; 1.0mm thick:: sum of both
sides 3200mm
as above; Rigid mineral fibre foil faced
insulation; 0.6mm thick: sum of both
sides 200mm
as above; 0.6mm thick: sum of both
sides 400mm
as above; 0.6mm thick: sum of both
sides 500mm
as above; 0.6mm thick: sum of both
sides 600mm
as above; 0.8mm thick: sum of both
sides 700mm
as above; 0.8mm thick: sum of both
sides 900mm
as above; 0.8mm thick: sum of both
sides 1100mm
as above; 0.8mm thick: sum of both
sides 1500mm
as above; 1.0mm thick: sum of both
sides 2000mm
as above; 1.0mm thick: sum of both
sides 2400mm
as above; 1.0mm thick: sum of both
sides 2800mm
as above; 1.0mm thick:: sum of both
sides 3200mm
Z6.2.1.04
Z6.2.1.05
Z6.2.1.06
Z6.2.1.07
Z6.2.1.08
Z6.2.1.09
Z6.2.1.10
Z6.2.1.11
Z6.2.1.12
Z6.2.1.13
Z6.2.1.14
Z6.2.1.15
Z6.2.1.16
Z6.2.1.17
Z6.2.1.18
Z6.2.1.19
Z6.2.1.20
Z6.2.1.21
Z6.2.1.22
Z6.2.1.23
Z6.2.1.24
Z6.3
Equipment
Z6.3.1
Z6.3.1.01
511
CESSM3_Full Book.indd 511
Kg
Z6
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z6.3
Equipment
Z6.3.1
Z6.3.1.02
Nr
15.00
749.55
168.60
2,303.58
3,221.73
526.93
Nr
18.00
899.46
202.32
3,227.02
4,328.80
670.22
Fans
Ceiling mounted encased fan coil unit,
air supply system; variable speed fan;
filter; coils; grilles; condensate drip tray;
fresh air capacity; including electrical
connections; Heating capacity: 5.0kW;
Cooling Capacity 2.3kW
Nr
2.00
102.92
22.48
362.58
487.98
244.93
Nr
2.00
102.92
22.48
412.58
537.98
312.68
0.05
2.80
0.66
3.46
0.73
0.05
2.80
0.82
3.62
0.87
0.07
3.75
1.10
4.85
1.02
0.10
5.59
1.48
7.07
1.21
0.15
8.39
2.14
10.53
1.58
0.17
9.34
2.94
12.28
2.21
0.25
13.98
3.86
17.84
2.57
0.33
18.62
5.00
23.62
3.59
0.42
23.32
10.00
33.32
5.58
0.05
2.80
0.70
3.50
0.83
0.05
2.80
0.94
3.74
0.98
0.07
3.75
1.29
5.04
1.20
0.10
5.59
1.71
7.30
1.46
0.15
8.39
2.79
11.18
2.18
0.17
9.34
3.98
13.32
2.62
0.25
13.98
5.85
19.83
4.25
0.33
18.62
7.25
25.87
5.10
Z6.3.1.03
Z6.3.3
Z6.3.3.01
Z6.3.3.02
Z7
Z7.1
Cables
Z7.1.1
Z7.1.1.01
Z7.1.1.02
Z7.1.1.03
Z7.1.1.04
Z7.1.1.05
Z7.1.1.06
Z7.1.1.07
Z7.1.1.08
Z7.1.1.09
Z7.1.1.10
Z7.1.1.11
Z7.1.1.12
Z7.1.1.13
Z7.1.1.14
Z7.1.1.15
Z7.1.1.16
Z7.1.1.17
512
23/08/2010 17:09:07
Z7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.42
23.32
14.00
37.32
7.64
0.07
3.75
0.84
4.59
0.95
0.08
4.64
1.18
5.82
1.13
0.13
7.44
1.64
9.08
1.41
0.17
9.34
2.36
11.70
1.99
0.20
11.19
3.49
14.68
2.65
0.25
13.98
5.26
19.24
3.40
0.25
13.98
7.30
21.28
5.10
0.33
18.62
9.99
28.61
6.26
0.33
18.62
18.65
37.27
10.44
0.02
0.95
0.18
1.13
0.73
0.02
0.95
0.24
1.19
0.87
0.02
0.95
0.16
1.11
0.73
0.02
0.95
0.22
1.17
0.87
0.02
0.95
0.36
1.31
1.02
0.02
0.95
0.49
1.44
1.21
0.03
1.40
3.58
4.98
0.04
0.03
1.40
4.22
5.62
0.06
0.03
1.40
5.48
6.88
0.09
0.03
1.40
8.31
9.71
0.09
0.03
1.85
8.55
10.40
0.33
0.03
1.85
9.13
10.98
0.74
0.05
2.80
9.52
12.32
3.47
0.05
2.80
15.96
18.76
1.34
0.03
1.40
4.17
5.57
0.04
0.03
1.40
4.63
6.03
0.06
Unit
Z7.1
Cables
Z7.1.1
Z7.1.1.18
Z7.1.1.19
Z7.1.1.20
Z7.1.1.21
Z7.1.1.22
Z7.1.1.23
Z7.1.1.24
Z7.1.1.25
Z7.1.1.26
Z7.1.1.27
Z7.1.1.28
Z7.1.1.29
Z7.1.1.30
Z7.1.1.31
Z7.1.1.32
Z7.1.1.33
Z7.1.3
Z7.1.3.01
Z7.1.3.02
Z7.1.3.03
Z7.1.3.04
Z7.1.3.05
Z7.1.3.06
Z7.1.3.07
Z7.1.3.08
Z7.1.3.09
Z7.1.3.10
513
CESSM3_Full Book.indd 513
Kg
Z7
Z7.1
Cables
Z7.1.3
Z7.1.3.11
Fixed to surfaces
as previous item; Light duty 600 volt grade; 2L
2.5
m
as above; Light duty 600 volt grade; 2L
4.0
m
as above; Heavy duty 1000 volt grade;
1H 6.0
m
as above; Heavy duty 1000 volt grade;
1H 10.0
m
as above; Heavy duty 1000 volt grade;
2H 2.5
m
as above; Heavy duty 1000 volt grade;
2H 6.0
m
Z7.1.3.12
Z7.1.3.13
Z7.1.3.14
Z7.1.3.15
Z7.1.3.16
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.03
1.40
5.85
7.25
0.09
0.03
1.40
8.80
10.20
0.14
0.03
1.85
9.35
11.20
0.33
0.03
1.85
9.93
11.78
0.74
0.05
2.80
10.36
13.16
3.47
0.05
2.80
17.30
20.10
1.34
Kg
Laid in trenches
PVC sheathed; S.W.A; PVC insulated
copper; Type: Two core; 4mm2
0.08
4.64
1.10
5.74
1.02
Z7.1.4.02
Z7.1.4.03
Z7.1.4.04
Z7.1.4.05
as above; 6mm2
as above; 10mm2
as above; 16mm2
as above; Type: Three core; 4mm2
m
m
m
m
0.08
0.10
0.17
0.08
4.64
5.59
9.34
4.64
1.48
2.14
2.94
1.29
6.12
7.73
12.28
5.93
1.21
1.58
2.21
1.20
Z7.1.4.06
Z7.1.4.07
Z7.1.4.08
Z7.1.4.09
Z7.1.4.10
Z7.1.4.11
Z7.1.4.12
Z7.1.4.13
as above; 6mm2
as above; 10mm2
as above; 16mm2
as above; Type: Four core; 4mm2
as above; 6mm2
as above; 10mm2
as above; 16mm2
XLPE insulated; S.W.A; PVC sheathed
copper; Type: Two core; 25mm2
m
m
m
m
m
m
m
0.12
0.17
0.20
0.15
0.20
0.20
0.25
6.54
9.34
11.19
8.39
11.19
11.19
13.98
1.71
2.79
3.98
1.64
2.36
3.49
5.26
8.25
12.13
15.17
10.03
13.55
14.68
19.24
1.46
2.18
2.62
1.41
1.99
2.65
3.40
0.17
9.34
3.86
13.20
2.57
Z7.1.4.14
Z7.1.4.15
Z7.1.4.16
Z7.1.4.17
Z7.1.4.18
as above; 35mm2
as above; 70mm2
as above; 120mm2
as above; 240mm2
as above; Type: Three core; 25mm2
m
m
m
m
m
0.25
0.25
0.33
0.33
0.17
13.98
13.98
18.62
18.62
9.34
5.00
10.00
20.00
35.00
5.85
18.98
23.98
38.62
53.62
15.19
3.59
5.58
9.22
17.67
4.25
Z7.1.4.19
Z7.1.4.20
Z7.1.4.21
Z7.1.4.22
Z7.1.4.23
as above; 35mm2
as above; 70mm2
as above; 120mm2
as above; 240mm2
as above; Type: Four core; 25mm2
m
m
m
m
m
0.25
0.25
0.25
0.33
0.08
13.98
13.98
13.98
18.62
4.64
7.25
14.00
21.00
40.00
7.30
21.23
27.98
34.98
58.62
11.94
5.10
7.64
12.74
24.63
5.10
Z7.1.4.24
Z7.1.4.25
Z7.1.4.26
Z7.1.4.27
as above; 35mm2
as above; 70mm2
as above; 120mm2
as above; 240mm2
m
m
m
m
0.17
0.17
0.17
0.17
9.34
9.34
9.34
9.34
9.99
18.65
27.00
36.00
19.33
27.99
36.34
45.34
6.26
10.44
17.35
31.55
Z7.3
Trunking
Z7.3.1
Z7.3.1.01
Plain
Fixed to backgrounds; fittings included
in the running length; Type: Single
compartment; Galvanised steel; 3m
lengths: 50 x 50mm
0.17
9.34
4.30
13.64
13.20
Z7.1.4
Z7.1.4.01
514
23/08/2010 17:09:30
Z7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.17
9.34
7.10
16.44
19.80
0.25
13.98
7.83
21.81
23.10
0.33
18.62
8.30
26.92
39.59
0.17
9.34
2.16
11.50
2.24
0.20
11.19
4.33
15.52
3.37
0.25
13.98
5.00
18.98
3.93
0.33
18.62
14.63
33.25
6.73
0.20
11.19
6.45
17.64
16.50
0.20
11.19
10.65
21.84
24.75
0.25
13.98
11.75
25.73
28.05
0.33
18.62
12.45
31.07
49.49
0.25
13.98
3.49
17.47
2.81
0.33
18.62
5.62
24.24
4.21
0.42
23.32
6.99
30.31
4.77
0.50
27.97
16.62
44.59
7.85
0.17
9.34
15.97
25.31
29.70
0.20
11.19
15.97
27.16
29.70
0.33
18.62
15.97
34.59
29.70
0.33
18.62
7.28
25.90
5.05
0.42
23.32
8.98
32.30
5.61
0.50
27.97
18.62
46.59
8.98
0.17
9.34
0.68
1.50
11.52
3.30
0.25
13.98
1.01
3.10
18.09
6.60
0.33
18.62
1.35
9.00
28.97
19.80
0.75
41.95
3.04
13.33
58.32
39.59
Unit
Z7.3
Trunking
Z7.3.1
Z7.3.1.02
Plain
as previous item; Galvanised steel; 3m lengths:
75 x 75mm
m
as above; Galvanised steel; 3m lengths:
100 x 75mm
m
as above; Galvanised steel; 3m lengths:
150 x 150mm
m
as above; PVC; grey finish; clip on lid:
50 x 50mm
m
as above; PVC; grey finish; clip on lid:
75 x 75mm
m
as above; PVC; grey finish; clip on lid:
100 x 75mm
m
as above; PVC; grey finish; clip on lid:
150 x 150mm
m
as above; Type: Double compartment;
Galvanised steel; 3m lengths: 50 x
50mm
m
as above; Galvanised steel; 3m lengths:
75 x 75mm
m
as above; Galvanised steel; 3m lengths:
100 x 75mm
m
as above; Galvanised steel; 3m lengths:
150 x 150mm
m
as above; PVC; grey finish; clip on lid:
50 x 50mm
m
as above; PVC; grey finish; clip on lid:
75 x 75mm
m
as above; PVC; grey finish; clip on lid:
100 x 75mm
m
as above; PVC; grey finish; clip on lid:
150 x 150mm
m
as above; Type: Triple compartment;
Galvanised steel; 3m lengths: 75 x
75mm
m
as above; Galvanised steel; 3m lengths:
100 x 75mm
m
as above; Galvanised steel; 3m lengths:
150 x 150mm
m
as above; PVC; grey finish; clip on lid:
75 x 75mm
m
as above; PVC; grey finish; clip on lid:
100 x 75mm
m
as above; PVC; grey finish; clip on lid:
150 x 150mm
m
Z7.3.1.03
Z7.3.1.04
Z7.3.1.05
Z7.3.1.06
Z7.3.1.07
Z7.3.1.08
Z7.3.1.09
Z7.3.1.10
Z7.3.1.11
Z7.3.1.12
Z7.3.1.13
Z7.3.1.14
Z7.3.1.15
Z7.3.1.16
Z7.3.1.17
Z7.3.1.18
Z7.3.1.19
Z7.3.1.20
Z7.3.1.21
Z7.3.1.22
Z7.5
Trays
Z7.5.1
Z7.5.1.01
Plain
Cable tray; fittings included in the
running length; Galvanised steel; 2.4m
lengths: 50mm wide tray
as above; Galvanised steel; 2.4m
lengths: 100mm wide tray
as above; Galvanised steel; 2.4m
lengths: 300mm wide tray
as above; Galvanised steel; 2.4m
lengths: 600mm wide tray
Z7.5.1.02
Z7.5.1.03
Z7.5.1.04
515
CESSM3_Full Book.indd 515
Kg
Z7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
0.25
13.98
1.01
2.46
17.45
3.63
0.50
27.97
2.02
8.76
38.75
7.26
0.75
41.95
3.04
14.66
59.65
19.80
1.00
55.93
4.05
26.67
86.65
43.55
0.16
8.95
1.00
9.95
1.45
m2
0.05
2.45
0.33
2.78
5.56
2.52
Point
2.00
111.86
8.10
42.90
162.86
36.29
Point
2.00
111.86
8.10
50.50
170.46
37.17
Point
2.00
111.86
8.10
94.90
214.86
43.37
Point
3.00
167.79
12.15
70.25
250.19
40.71
Point
4.00
223.72
16.20
121.35
361.27
45.14
Point
4.25
234.49
32.63
1,293.63
1,560.75
1,455.45
Point
3.12
172.96
7.89
352.94
533.79
811.59
Point
1.00
55.93
74.70
130.63
52.46
Unit
Z7.5
Trays
Z7.5.1
Z7.5.1.05
Plain
Cable tray with return flange; fittings
included in the running length;
Galvanised steel; 2.4m lengths: 50mm
wide tray
as above; Galvanised steel; 2.4m
lengths: 100mm wide tray
as above; Galvanised steel; 2.4m
lengths: 300mm wide tray
as above; Galvanised steel; 2.4m
lengths: 600mm wide tray
Z7.5.1.06
Z7.5.1.07
Z7.5.1.08
Z7.6
Z7.6.1
Z7.6.1.01
Tapes
In accordance with the IEE Wiring
Regulations; Copper tapes; PVC
insulated single core cable; earth
clamps; fixings; Rate per m
In lightning protection; Earth rods;
strike points; 25 x 3mm copper tape;
bonding links; test clamps;
commissioning; Rate per m2 of gross
floor area
Z7.6.1.02
Z7.7
Final circuits
Z7.7.2
Z7.7.2.01
Z7.7.2.02
Z7.7.2.03
Z7.7.2.04
Z7.7.2.05
Z7.7.2.06
Z7.7.2.07
Z7.7.2.08
Kg
516
23/08/2010 17:09:46
Z7
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
Z7.7
Final circuits
Z7.7.2
Z7.7.2.09
Point
1.20
67.12
127.95
195.07
73.06
Point
1.20
67.12
87.10
154.22
36.93
Z7.7.2.11
as above;
11W Bulkhead Zone 2 Hazard rated
Point
1.50
83.89
171.45
255.34
37.78
Z7.7.2.12
as above;
24W 'EXIT' Bulkhead sign
as above; 24W 'EXIT' Bulkhead sign
Zone 2 Hazard rated
with equipment and fittings in security
alarm installation; Infra red detectors;
card access system; perimeter intruder
alarms; control alarms; control and
mimic panels; PVC singles cable;
galvanised conduit and cable trunking;
fixings; Rate per point
Point
1.20
67.12
183.45
250.57
38.94
Point
1.50
83.89
321.45
405.34
39.83
Nr
0.33
18.62
150.13
168.75
31.76
Z7.7.2.10
Z7.7.2.13
Z7.7.2.14
Z7.7.2.15
Nr
0.25
13.98
286.88
300.86
12.62
Z7.7.2.16
0.20
11.19
0.74
11.93
1.03
Nr
2.00
111.86
220.00
331.86
69.69
Nr
2.00
111.86
275.00
386.86
85.55
Nr
2.00
111.86
330.00
441.86
101.95
Nr
3.00
167.79
165.00
332.79
54.64
Nr
3.00
167.79
192.50
360.29
64.33
Nr
3.00
167.79
220.00
387.79
73.21
Nr
3.00
167.79
330.00
497.79
104.28
Nr
3.00
167.79
440.00
607.79
131.78
Z7.8
Z7.8.1
Z7.8.1.01
Equipment
Distribution boards; sheet steel case;
fully shrouded; fixing of plates;
supports; fixings; connections to
equipment; fixed to masonry; Rate: SP
& N; 500V 1nr 2-20 Amp HRC fuses:
4 way
Z7.8.1.02
Z7.8.1.03
Z7.8.1.04
Z7.8.1.05
Z7.8.1.06
Z7.8.1.07
Z7.8.1.08
517
CESSM3_Full Book.indd 517
Z7
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
Nr
3.00
167.79
495.00
662.79
147.81
Nr
4.00
223.72
220.00
443.72
75.81
Nr
4.00
223.72
385.00
608.72
116.73
Nr
4.00
223.72
495.00
718.72
149.43
Nr
0.25
13.98
8.50
22.48
3.77
Nr
0.25
13.98
4.55
18.53
2.53
Nr
0.33
18.62
28.30
46.92
4.07
Nr
0.17
9.34
3.10
12.44
5.42
Nr
Nr
0.17
0.25
9.34
13.98
0.95
5.45
10.29
19.43
5.42
6.78
Nr
0.25
13.98
3.30
17.28
6.78
Nr
0.25
13.98
12.75
26.73
5.02
Nr
Nr
0.33
0.33
18.62
18.62
4.20
8.18
22.82
26.80
5.42
6.78
Nr
0.33
18.62
4.95
23.57
6.78
Sockets
Type: 1 gang; Socket outlet 13 Amp
metal clad; BS 1363: switched
Nr
0.33
18.62
6.31
24.93
1.46
0.33
18.62
7.31
25.93
2.19
0.33
18.62
5.59
24.21
1.36
0.33
18.62
6.59
25.21
2.03
1.00
55.93
6.50
62.43
2.92
0.50
27.97
1.98
29.95
1.46
0.42
23.32
8.03
31.35
2.92
0.50
27.97
12.03
40.00
4.38
Unit
Z7.8
Z7.8.1
Z7.8.1.09
Equipment
as previous item; 500V 1nr 2-20 Amp HRC
fuses: 8 way
as above; 500V 6nr 63 Amp MCBs: 4
way
as above; 500V 6nr 63 Amp MCBs: 8
way
as above; 500V 6nr 63 Amp MCBs: 12
way
Z7.8.1.10
Z7.8.1.11
Z7.8.1.12
Z7.8.2
Z7.8.2.01
Z7.8.2.02
Z7.8.2.03
Z7.8.2.04
Z7.8.2.05
Z7.8.2.06
Z7.8.2.07
Z7.8.2.08
Z7.8.2.09
Z7.8.2.10
Z7.8.2.11
Z7.8.4
Z7.8.4.01
Z7.8.4.02
Z7.8.4.03
Z7.8.4.04
Z7.8.4.05
Z7.8.4.06
Z7.8.4.07
Z7.8.4.08
Switches
Type: 1 gang; Fused Connection Unit
13 Amp; BS 5733: metal clad
as above; Fused Connection Unit 13
Amp; BS 5733: moulded plastic
Type: 1 gang; Switch 10 Amp; 1 way;
weatherproof
as above; Switch 15 Amp; 2 way:
metal clad
as above; Switch 15 Amp; 2 way:
moulded plastic
as above; Switch 20 Amp: metal clad
as above; Switch 20 Amp: moulded
plastic
Type: 2 gang; Fused Connection Unit
13 Amp; BS 5733: metal clad
Type: 2 gang; Switch 15 Amp; 2 way:
moulded plastic
as above; Switch 20 Amp: metal clad
Kg
518
23/08/2010 17:10:04
Z7
Labour
Hours
Z7.8
Z7.8.4
Z7.8.4.09
Sockets
as previous item; Socket outlet 13 Amp; BS 1363; white
moulded plastic: switched
Nr
0.50
as above; Socket outlet 13 Amp; BS 1363; white
moulded plastic: switched with neon
indicator
Nr
0.58
as above; Socket outlet 16 Amp industrial; BS 4343:
1P44; 415V
Nr
1.50
as above; Socket outlet 16 Amp industrial; BS 4343:
1P67; 240V
Nr
0.75
Z7.8.4.10
Z7.8.4.11
Z7.8.4.12
519
CESSM3_Full Book.indd 519
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
27.97
6.72
34.69
2.71
32.61
10.72
43.33
4.07
83.89
9.75
93.64
5.84
41.95
2.97
44.92
2.19
Kg
23/08/2010 17:10:06
CLASS ZZ:
ALTERATIONS
23/08/2010 17:10:06
23/08/2010 17:10:06
Class ZZ - Alterations
Qty
1
1
1
Rate
x
x
x
16.99
12.56
13.53
1
1
x
x
14.34
12.56
1
1
1
x
x
x
16.68
14.34
17.93
2
1
x
x
16.68
12.56
1
1
0.5
x
x
x
14.34
12.56
13.53
1
4
0.25
1
0.5
x
x
x
x
x
14.34
12.56
13.53
16.99
16.68
1
1
1
5
x
x
x
x
13.53
16.99
14.34
12.56
1
4
2
x
x
x
17.93
16.68
12.56
1
2
1
L A0330ICE
17.93
16.68
12.56
=
=
=
16.99
12.56
13.53
43.08
=
=
14.34
12.56
26.90
=
=
=
16.68
14.34
17.93
48.95
=
=
33.37
12.56
45.93
=
=
=
14.34
12.56
6.77
33.67
=
=
=
=
=
14.34
50.24
3.38
16.99
8.34
93.29
=
=
=
=
13.53
16.99
14.34
62.80
107.66
=
=
=
17.93
66.73
25.12
109.78
=
=
=
17.93
33.37
12.56
63.86
523
CESSM3_Full Book.indd 523
x
x
x
Total
Class ZZ - Alterations
Ganger
Labourer (General Operative)
1
2
x
x
16.99
12.56
=
=
16.99
25.12
42.11
=
=
=
16.99
37.68
16.68
71.35
=
=
12.56
28.68
41.24
=
=
12.56
28.68
41.24
=
=
=
1.89
0.57
0.48
2.94
=
=
=
0.57
0.48
11.34
12.39
=
=
41.41
24.30
65.71
Trimming Plant Gang / preparation Plant Gang / spread and level Plant Gang
Crawler Tractor / Dozer - Cat 16H Grader
0.34
x
82.10
Hydraulic Excavator - Cat 320 96kW
0.34
x
33.98
Crawler Tractor / Dozer - Cat D6 LGP 160 Hp
0.34
x
48.61
=
=
=
27.92
11.55
16.53
56.00
169.04
169.04
=
=
3.27
28.68
31.95
10.81
10.81
1
3
1
x
x
x
16.99
12.56
16.68
1
2
x
x
12.56
14.34
1
2
x
x
12.56
14.34
Plant
P A1040ICE
1
1
1
x
x
x
1.89
0.57
0.48
1
1
0.25
x
x
x
0.57
0.48
45.36
P A1125ICE
P A1126ICE
1
0.5
x
x
41.41
48.61
56.35
1
1
x
x
3.27
28.68
0.25
P A1330ICE
43.26
524
23/08/2010 17:10:06
Class ZZ - Alterations
Crawler Tractor / Dozer - Dresser 1004 48kW
Tipping Waggon - 16t 6-Wheel (24t Gr)
Compressor - 2-Tool (Complete)
Rock Drill
1
1
1
3
x
x
x
x
28.68
47.97
4.86
0.89
1
1
1
3
1
1
x
x
x
x
x
x
28.68
47.97
4.86
0.89
3.52
33.98
1
1
1
1
1
72
50
1
x
x
x
x
x
x
x
x
33.98
2.74
23.52
1.69
2.75
0.08
0.08
2.04
1.04
525
CESSM3_Full Book.indd 525
18.85
=
=
=
=
28.68
47.97
4.86
2.66
84.17
=
=
=
=
=
=
28.68
47.97
4.86
2.66
3.52
33.98
121.67
=
=
=
=
=
=
=
=
33.98
2.74
23.52
1.69
2.75
5.72
3.97
2.04
76.41
1.04
1.04
18.85
18.85
Class ZZ - Alterations
Class ZZ - Alterations
ZZ1
Note(s):
1) The rates in this section are for alteration works to an existing plant where the value of the
alteration works is in the order of 250,000 to 500,000.
2) The rates in this section assume open and unrestricted access for the movement of labour
and plant.
3) No costs have been included for the cost of disruption and loss of production that may
occur to existing plant.
4) No costs have been included in the disposal rates due to the wide variatio in prices from
tip to tip.
5) Landfill Tax has not been included in the disposal rates as this is dependent on the nature
of the material and statutory adjustment.
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.00
41.24
1.04
42.28
0.69
1.25
51.55
1.30
52.85
0.86
3.00
123.72
3.12
126.84
2.07
Forming holes in brickwork walls including making good to all edges and installation of lintel size 1.0
x 1.0m
Nr
ZZ1.1.2.01 Thickness: 102.5mm
1.00
109.79
Nr
ZZ1.1.2.02 Thickness: 215mm
1.00
109.79
Nr
ZZ1.1.2.03 Thickness: 265mm cavity wall
2.00
219.58
-
109.79
109.79
219.58
Unit
ZZ1.1
Labour
Hours
Kg
ZZ1.2
Nr
4.80
342.48
366.80
25.46
734.76
248.87
Nr
7.20
513.72
550.22
51.19
1,115.13
433.04
Nr
0.40
28.54
30.57
47.85
106.96
12.61
Nr
0.40
28.54
30.57
127.61
186.72
131.36
Nr
1.00
71.35
76.42
14.25
162.02
32.57
Blocking up openings in brick walls with common bricks in cement mortar 1:3 fair face both sides
including cut tooth and bond into existing brickwork
m2
ZZ1.3.1.01 102.5mm thick in stretcher bond
0.85
93.32
15.42
108.74
97.04
ZZ1.3
Blocking up openings
ZZ1.3.1
526
23/08/2010 17:10:20
Class ZZ - Alterations
ZZ1
CO 2
190.04
194.07
228.46
194.07
9.02
9.02
12.02
3.51
3.51
4.67
54.85
35.95
67.63
24.81
17.99
32.72
Cut out cracks in concrete not exceeding 25 x 50mm and fill with approved polymer cement repair
mortar
m
ZZ2.1.3.01 Vertical
0.35
14.43
6.13
m
ZZ2.1.3.02 Horizontal (Bases)
0.31
12.78
6.13
m
ZZ2.1.3.03 Horizontal (Soffits)
0.45
18.56
6.13
20.56
18.91
24.69
0.29
0.29
0.29
ZZ2.1.4
Cut out half brick thick spalled brickwork and replace with common bricks in cement mortar 1:3
m2
1.80
197.62
15.42
ZZ2.1.4.01 Vertical
m2
2.80
307.41
15.42
ZZ2.1.4.02 Horizontal
213.04
322.83
97.04
97.04
ZZ2.1.5
Rake out brickwork joints to a minimum depth of 25mm and point with cement mortar 1:3 flush
m2
ZZ2.1.5.01 Vertical
1.50
164.69
0.48
m2
0.35
38.43
0.48
ZZ2.1.5.02 Horizontal
165.17
38.91
2.81
2.81
Unit
ZZ1.3
Labour
Hours
Labour
Net
Plant
Net
Materials
Net
Kg
Blocking up openings
ZZ1.3.1
Blocking up openings in brick walls with common bricks in cement mortar 1:3 fair face both sides
including cut tooth and bond into existing brickwork
m2
ZZ1.3.1.02 215mm thick in English bond
1.45
159.20
30.84
ZZ1.3.1.03 265mm thick in two 102.5mm
stretcher bond including 50mm
2
cavity
m
1.80
197.62
30.84
ZZ2
ZZ2.1
ZZ2.1.1
ZZ2.1.1.01
ZZ2.1.1.02
ZZ2.1.1.03
ZZ2.1.2
Scabble concrete surfaces 12mm deep to receive treatment, new works or repair (new works or
repair measure separately)
m2
ZZ2.1.2.01 Vertical
0.71
29.28
19.79
5.78
m2
0.52
21.44
14.51
ZZ2.1.2.02 Horizontal (Bases)
m2
1.00
41.24
26.39
ZZ2.1.2.03 Horizontal (Soffits)
ZZ2.1.3
ZZ2.2
ZZ2.2.1
ZZ2.2.1.01
ZZ2.2.1.02
ZZ2.2.1.03
ZZ2.2.1.04
0.75
1.13
1.88
2.44
21.51
32.41
53.92
69.98
14.14
21.30
35.44
45.99
35.65
53.71
89.36
115.97
17.53
26.41
43.94
57.02
ZZ2.2.2
ZZ2.2.2.01
ZZ2.2.2.02
ZZ2.2.2.03
ZZ2.2.2.04
17.24
26.18
43.42
56.20
4.07
6.11
10.18
13.23
21.31
32.29
53.60
69.43
3.56
5.34
8.90
11.57
ZZ3
Miscellaneous Earthworks
ZZ3.1
Excavation
1.46
2.23
3.69
1.24
ZZ3.1.1
Excavation for foundations
ZZ3.1.1.01 Topsoil maximum depth: not
exceeding 250mm
m
m
m
m
m3
0.03
527
CESSM3_Full Book.indd 527
Class ZZ - Alterations
ZZ3
Labour
Hours
Labour
Net
ZZ3.2
ZZ3.2.1
ZZ3.2.1.01
ZZ3.2.1.02
ZZ3.2.1.03
Maximum depth
not exceeding 250mm
250 - 500mm
500mm - 1m
ZZ3.3
ZZ3.3.1
Generally
ZZ3.3.1.01 Topsoil off site (transporting to skip
distance not exceeding 5km)
ZZ3.3.1.02 Topsoil on site (adjacent to
excavation)
ZZ3.3.1.03 Material other than topsoil, rock or
artificial hard material off site
(transporting to tip distance not
exceeding 5km)
ZZ3.3.1.04 Material other than topsoil, rock or
artificial hard material off site
(adjacent to excavation)
ZZ3.4
Plant
Net
Materials
Net
Unit
Net
CO 2
Kg
m3
m3
m3
0.04
0.05
0.05
1.90
2.15
2.28
2.89
3.29
3.48
4.79
5.44
5.76
1.61
1.83
1.94
m3
0.06
2.58
10.14
12.72
6.80
m3
0.02
0.65
2.54
3.19
1.70
m3
0.06
2.58
10.14
12.72
6.80
0.03
1.29
5.07
6.36
3.40
m3
0.01
0.47
0.62
1.09
0.47
m3
0.03
1.42
1.67
3.09
0.83
m3
m2
m2
m2
0.02
0.01
0.00
0.00
1.03
0.47
0.11
0.11
3.24
1.67
-
14.43
22.80
2.50
2.50
18.70
24.94
2.61
2.61
35.56
8.83
-
m3
m3
m3
0.55
35.17
91.37
94.92
-
91.37
94.92
35.17
312.00
312.00
-
m3
0.67
42.40
42.40
m3
0.62
39.10
39.10
m3
0.73
46.21
46.21
m3
0.61
38.59
38.59
m2
m2
m2
0.76
1.16
1.52
37.21
56.79
74.42
4.66
7.16
9.50
5.21
6.24
10.42
47.08
70.19
94.34
2.27
2.96
4.56
Filling
ZZ3.4.1
Generally
ZZ3.4.1.01 Excavated topsoil
ZZ3.4.1.02 Excavated material other than topsoil
or rock
ZZ3.4.1.03 Imported material other than topsoil
of rock
ZZ3.4.1.04 Imported DTp type 1
ZZ3.4.1.05 Grass seeding n.e. 10
ZZ3.4.1.06 Grass seeding 10 - 45
ZZ4
ZZ4.1
In situ concrete
ZZ4.1.1
ZZ4.1.1.01
ZZ4.1.1.02
ZZ4.1.1.03
ZZ4.1.1.04
Generally
Provide Grade 20 (10mm aggregate)
Provide Grade 30 (20mm aggregate)
Place blinding concrete 80mm thick
Place reinforced ground slabs 150 300mm thick
ZZ4.1.1.05 Place reinforced ground slabs 300 500mm thick
ZZ4.1.1.06 Place reinforced walls 150 - 300mm
thick
ZZ4.1.1.07 Place reinforced walls 300 - 500mm
thick
ZZ4.2
Formwork
ZZ4.2.1
ZZ4.2.1.01
ZZ4.2.1.02
ZZ4.2.1.03
Fair finish
Fair finish: vertical 0.2 - 0.4m
Fair finish: vertical 0.4 - 1.22m
Fair finish: vertical exc. 1.22m
528
23/08/2010 17:10:58
Class ZZ - Alterations
ZZ4
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
m2
0.76
37.21
4.66
9.32
51.19
3.50
m2
1.16
56.79
7.16
11.21
75.16
4.45
1.52
74.42
9.50
18.79
102.71
7.07
Tonne
16.00
734.88
172.96
648.27
1,556.11
1,741.30
Tonne
m2
m2
m2
14.00
0.10
0.15
0.20
643.02
4.78
6.89
9.19
151.34
2.16
612.65
1.98
2.23
4.00
1,407.01
6.76
9.12
15.35
1,737.38
7.58
8.56
15.85
63.15
126.28
157.85
27.44
54.88
68.59
1,080.95
1,719.69
2,006.31
3,029.93
459.10
730.39
852.12
1,286.88
1,269.29
2,006.31
2,456.70
3,766.94
539.10
852.12
1,043.42
1,599.90
Unit
ZZ4.2
Formwork
ZZ4.2.1
Fair finish
ZZ4.2.1.04 Fair worked finish: vertical 0.2 - 0.4m
ZZ4.2.1.05 Fair worked finish: vertical 0.4 1.22m
ZZ4.2.1.06 Fair worked finish: vertical exc.
1.22m
ZZ4.3
Reinforcement
ZZ4.3.1
Fair finish
ZZ4.3.1.01 High yield steel reinforcement 12mm
diameter
ZZ4.3.1.02 High yield steel reinforcement 16mm
diameter
ZZ4.3.1.03 Mesh reinforcement: A193
ZZ4.3.1.04 Mesh reinforcement: C385
ZZ4.3.1.05 Mesh reinforcement: A393
ZZ5
Site clearance
ZZ5.1
Clearance of trees (including stumps) and backfilling void with suitable material
ZZ5.1.1
ZZ5.1.1.01
ZZ5.1.1.02
ZZ5.1.1.03
Girth
100mm - 500mm
1m - 2m
500mm - 1m
ZZ5.2
ZZ5.2.1
ZZ5.2.1.01
ZZ5.2.1.02
ZZ5.2.1.03
ZZ5.2.1.04
Demolition brick building to ground slab level and dispose of material off site
Nr
Volume: not exceeding 100m3
6.60
277.93
803.02
Nr
100 - 250m3
10.50
442.15
1,277.54
Nr
250 - 500m3
12.25
515.85
1,490.46
Nr
500 - 1000m3
18.50
779.03
2,250.90
ZZ5.2.2
Demolition steel framed building with sheet cladding and dispose of material off site (including credit
for scrap steel)
Nr
Volume: not exceeding 100m3
7.75
326.35
942.94
Nr
100 - 250m3
12.25
515.85
1,490.46
Nr
250 - 500m3
15.00
631.65
1,825.05
Nr
500 - 1000m3
23.00
968.53
2,798.41
-
ZZ5.2.2.01
ZZ5.2.2.02
ZZ5.2.2.03
ZZ5.2.2.04
Nr
Nr
Nr
0.50
1.00
1.25
21.06
42.11
52.64
ZZ5.2.3
Demolish walls to foundation level and dispose off site
ZZ5.2.3.01 Reinforced concrete wall, thickness:
2
150 - 300mm
m
2.00
m2
0.50
ZZ5.2.3.02 Brick wall, thickness 225mm
84.22
21.06
ZZ5.2.4
Take down fencing (including grubbing up foundations) and dispose off site
ZZ5.2.4.01 Chestnut pale fencing 1200mm high
(with posts)
m
0.25
10.53
ZZ5.2.4.02 Chain link fencing 1800mm high
(with posts)
m
0.50
21.06
ZZ5.3
Kg
42.09
84.17
105.21
168.34
42.09
252.56
63.15
109.75
27.44
10.53
21.06
28.68
ZZ5.3.1
Removal of redundant services
ZZ5.3.1.01 Clay sewer or drain, diameter
100mm
1.00
28.68
529
CESSM3_Full Book.indd 529
Class ZZ - Alterations
ZZ5
Labour
Net
Plant
Net
Materials
Net
Unit
Net
CO 2
1.50
43.02
43.02
1.00
107.66
0.86
108.52
3.16
1.75
188.41
7.49
195.90
27.41
Unit
ZZ5.3
Kg
ZZ5.3.1
Removal of redundant services
ZZ5.3.1.02 Ductile iron sewer or drain,
diameter: 300mm
ZZ5.3.2
Grouting redundant drains or sewers
ZZ5.3.2.01 Clay sewer or drain, diameter
100mm
ZZ5.3.2.02 Ductile iron sewer or drain,
diameter: 300mm
530
23/08/2010 17:11:21