gson metric imperial norms book

1

Schedule

of

‘Pure’ Norms

Handbook Date: 26 November 2009

Status: CONTROLLED VERSION DO NOT COPY

Version: 1.2

Author: R Faulkner

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1. DOCUMENT CONTROL

1.1 Summary

Document Name: PURE Norms manual

Document Reference: Norms 001

Document Status: Draft

1.2 Revision History

Revision Date

Version Author Change References / Summary

16/09/2009 1.0 R Faulkner Final draft

26/10/2009 1.1 P Collins Inc. insulation material factors

26/11/2009 1.2 R Faulkner Inc. metric & imperial tables (not all)

1.2 Distribution

Reviewer Company

Paul Collins EC Harris LLP

Mark Howard EC Harris LLP

Robin Faulkner EC Harris LLP

1.3 Approvals

Name Signature on Approval Date

Paul Collins

Mark Howard

1.4 Related Documents

Document Name Date of Issue / Reference

Author

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Table of Contents

1 Preface..................................................................................8

1.1 Benefits of Using Norms............................................................................... 8 1.2 Overview of Disciplines Used and Services ................................................. 8

2 Factors ..................................................................................9

3 General Rules and Definitions ..............................................9

3.1 Design Information ......................................................................................10

4 Introduction to the Contracting Methodology ......................10

4.1 Contract Factors..........................................................................................10 4.2 Efficiency Factor..........................................................................................11 4.3 Site Factor...................................................................................................11 4.4 Location Factors..........................................................................................11 4.5 Condition Factors ........................................................................................11 4.6 Material Factors...........................................................................................12 4.7 Application of Factors..................................................................................12 4.8 Constituents of the Selling Rate ..................................................................13

D.1 Scaffolding Norms .........................................................17

D.2.1. Coventional Scaffolding.............................................................................17 D.2.2. System scaffolding ....................................................................................18

E.1 Steel Work Norms..........................................................19

E.2.1 Fabricate & Install Primary and Secondary Steel Items ............................19 E.2.2 Manual & semi-automatic Welding of Primary & Secondary Steel Items ..20 E.2.3 Automatic Welding of Primary & Secondary Steel Items...........................21 E.2.4 Bolting of Primary & Secondary Steel Items..............................................22 E.2.5 Fabricate and Install Outfitting Steelwork Steel.........................................23

FA.1 Static Equipment Norms ................................................24

FA.2.1 Isolate & De-isolate Pipework ................................................................24 FA.2.2 Install / remove manway covers.............................................................26 FA.2.3 Shell Repairs – incl. Welding .................................................................27 FA.2.4 Welding..................................................................................................28 FA.2.5 Furnace & Boilers ..................................................................................29 FA.2.6 Heat Exchangers ...................................................................................30 FA.2.7 Heat Exchanger / Air Cooler – Unbolting & Bolting ................................32 FA.2.8 Air Coolers .............................................................................................33 FA.2.9 Heat Exchangers / Air Coolers...............................................................34 FA.2.10 Columns.................................................................................................35 FA.2.11 Bursting Discs ........................................................................................37 FA.2.12 Relief Valves ..........................................................................................38 FA.2.13 Fire Monitors (Hydrants) ........................................................................39

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FA.2.14 Hoses (Flanged Connection) .................................................................40 FA.2.15 Hoses (Screwed Connection) ................................................................41 FA.2.16 Hoses > 1m (3ft) (e.o. norm)..................................................................42 FA.2.17 Bellows ..................................................................................................43 FA.2.18 Liquid Pulsation Dampers ......................................................................44 FA.2.19 Plate Packs ............................................................................................44 FA.2.20 Ejectors..................................................................................................45 FA.2.21 Filters .....................................................................................................46

FB.1 Rotating Equipment Norms............................................47

FB.2.1 Single stage pumps ...............................................................................47 FB.2.2 Split horizontal pumps............................................................................48 FB.2.3 Split vertical pumps................................................................................49 FB.2.4 Pump Removal/Refit ..............................................................................50 FB.2.5 Coupling Variations................................................................................51 FB.2.6 Reciprocating dosing pump ...................................................................51 FB.2.7 Miscellaneous pump work......................................................................52 FB.2.8 Fin Fans.................................................................................................54 FB.2.9 Electric Motors .......................................................................................55 FB.2.10 Alignment...............................................................................................55

G.1 HVAC Norms .................................................................56

G.2.1 Square.......................................................................................................56 G.2.2 Circular......................................................................................................58 G.2.3 Spiral Wound.............................................................................................60 G.2.4 Fittings.......................................................................................................61 G.2.5 Equipment .................................................................................................62 G.2.6 Supports....................................................................................................63

H.1 Mechanical Pipework Norms .........................................64

H.2.1 Pipework Fabrication Sch10......................................................................64 H.2.2 Pipework Fabrication Sch20......................................................................65 H.2.3 Pipework Fabrication Sch30......................................................................66 H.2.4 Pipework Fabrication Std wall ...................................................................67 H.2.5 Pipework Fabrication Sch40......................................................................68 H.2.6 Pipework Fabrication Sch60......................................................................69 H.2.7 Pipework Fabrication SchXS.....................................................................70 H.2.8 Pipework Fabrication Sch80......................................................................71 H.2.9 Pipework Fabrication Sch100....................................................................72 H.2.10 Pipework Fabrication Sch120 ................................................................73 H.2.11 Pipework Fabrication Sch140 ................................................................74 H.2.12 Pipework Fabrication Sch160 ................................................................75 H.2.13 Pipework Fabrication SchXXS ...............................................................76 H.2.14 Pipework Erection Sch10.......................................................................77 H.2.15 Pipework Erection Sch20.......................................................................78 H.2.16 Pipework Erection Sch30.......................................................................79 H.2.17 Pipework Erection Std wall ....................................................................80 H.2.18 Pipework Erection Sch40.......................................................................81 H.2.19 Pipework Erection Sch60.......................................................................82

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H.2.20 Pipework Erection SchXS ......................................................................83 H.2.21 Pipework Erection Sch80.......................................................................84 H.2.22 Pipework Erection Sch100.....................................................................85 H.2.23 Pipework Erection Sch120.....................................................................86 H.2.24 Pipework Erection Sch140.....................................................................87 H.2.25 Pipework Erection Sch160.....................................................................88 H.2.26 Pipework Erection SchXXS....................................................................89 H.2.27 Steam Tracing........................................................................................90 H.2.28 Hydrostatic and Pneumatic testing.........................................................91 H.2.29 Pipework Removal .................................................................................92 H.2.30 Pipework Support Fabrication................................................................93 H.2.31 Pipework Support Erection ....................................................................94

H.3 Pipe size conversion tables ...........................................95

J.1 Electrical & Instrumentation Norms ...............................96

J.2.1 Conduit Installation......................................................................................96 J.2.2 Trunking Installation ....................................................................................97 J.2.3 Tray Installation ...........................................................................................99 J.2.4 Rack installation ........................................................................................101 J.2.5 Supporting Steelwork Fabricate & Install) .................................................102 J.2.6 Supporting Steelwork (Install Only) ...........................................................102 J.2.7 Cable Installation.......................................................................................103 J.2.8 Electrical Accessories Installation .............................................................111 J.2.9 Light Fittings Installation............................................................................112 J.2.10 Electrical Switchgear Installation.............................................................113 J.2.11 Instrument Pipework ...............................................................................115 J.2.12 Instrument Equipment .............................................................................116 J.2.13 Telecomms/CCTV/Security Equipment Installation.................................119 J.2.14 Fire & Gas Equipment Installation...........................................................119 J.2.15 Heat Tracing............................................................................................120 J.2.16 Testing ....................................................................................................121

L.1 Insulation Norms..........................................................122

L.2.1 Base Preformed Section Norms (Mineral Wool)......................................122 L.2.2. Polyisocyanurate Preformed Sections: Vapour Seal (Mastic & Scrim Cloth) 143 L.2.3 Calcium Silicate Preformed Section: up to 24 mil Aluzinc or Aluminium Flat Rolled Casing to Pipework ...................................................................................179 L.2.4 Perlite Preformed Section: up to 24 mil Aluzinc or Aluminium Flat Rolled Casing to Pipework ..............................................................................................194 L.2.5 Glass Rope Spirally Wound To Pipework................................................209 L.2.6 Vessels, Tanks, Columns & Equipment Insulated with Mineral Wool Rigid Slabs or Flexible Mattress....................................................................................210 L.2.7 Vessels, Tanks, Columns & Equipment Insulated with Polyisocyanurate Slabs/Lags: ..........................................................................................................224

M.1 Painting Norms ............................................................229

M.2.1 Grit blast of new & existing surfaces .......................................................229

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M.2.2 Grit blast to new & existing surfaces (including remedials) .....................230 M.2.3 Wet blast to existing surfaces..................................................................231 M.2.4 Hand Preparation ....................................................................................232 M.2.5 Work Insitu on site to new & existing surfaces – Application by brush or roller 233 M.2.6 Work on site or in a dedicated painting facility – Spray application .........234 M.2.7 Work on site or in dedicated painting facility – Spray application (incl. remedials) ............................................................................................................235

O.1 Cleaning Norms...........................................................236

O.2.1 Vessels & Column Cleaning....................................................................236 O.2.2 Tank Cleaning - Removal of content: pumpable liquid/sludge.................238 O.2.3 Tank Cleaning - Removal of content: non-pumpable liquid/sludge .........239 O.2.4 Tank Cleaning - washing.........................................................................240 O.2.5 Hydro-cutting tank shell...........................................................................241 O.2.6 Pipework Cleaning ..................................................................................241 O.2.7 Floating Head & “U” Tube Exchangers - Bundle Only - Tube Side Only (Int.) 242 O.2.8 Floating Head & “U” Tube Exchangers - Bundle Only - Shell Side Only (Ext.) 245 O.2.9 Floating Head & “U” Tube Exchangers - Shell ........................................248 O.2.10 Fixed Tubesheet Exchangers ..............................................................249 O.2.11 Air Fin Coolers .....................................................................................252

P.1 Tankage Norms ...........................................................253

P.2.1 Cone Roofs & Internal/External Floating Roofs...........253

P.2.1.1 Demolition Work...................................................................................253 P.2.1.2 Roof Plate & Roof Structure Installation...............................................255 P.2.1.3 Roof Manways & Nozzles ....................................................................257 P.2.1.4 Lap Patching (Overplate) .....................................................................259 P.2.1.5 Rim Angle & Associated Work .............................................................260 P.2.1.6 Roof Drain Systems .............................................................................260 P.2.1.7 Stilling Wells.........................................................................................261 P.2.1.8 Roof Support Legs ...............................................................................262

P.2.2 Shell Work ...................................................................263

P.2.2.1 Shell insert plates / doorsheets ............................................................263 P.2.2.2 Lap Patches (Overplate) ......................................................................265 P.2.2.3 Manways & nozzles .............................................................................266 P.2.2.4 Insulation stops & shields ....................................................................271 P.2.2.5 Couplings & valves ..............................................................................271

P.2.3 Bottom Work ................................................................272

P.2.3.1 Demolition & Removal Work ................................................................272 P.2.3.2 Tank Bottom Fabricate & Install – Annular Plate Design .....................273 P.2.3.3 Tank Bottom Fabricate & Install - New Annular Plate Design ..............274 P.2.3.4 Tank Bottom Fabricate & Install - New Sketch Plate Design ...............276

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P.2.3.5 Lap Patching (Overplate) .....................................................................278 P.2.3.6 Pads.....................................................................................................279 P.2.3.7 Sumps..................................................................................................280 P.2.3.8 Tank Bottom Beds & Linings................................................................281 P.2.3.9 Preparation for Inspection....................................................................282

P.2.4 Ancillary Work..............................................................283

P.2.4.1 Demolition and Removal Work.............................................................283 P.2.4.2 Re-installation of Existing Components ...............................................284 P.2.4.3 Fabrication & Installation of New Components ....................................285 P.2.4.4 Ladder Assemblies ..............................................................................286 P.2.4.5 Testing .................................................................................................286 P.2.4.6 Tank Builders Scaffold .........................................................................286

P.2.5 Tank Jacking................................................................286

P.2.5.1 Tank Jacking........................................................................................286 P.2.5.2 Welding................................................................................................287

Q.1 Civil & Building Norms .................................................288

Q.2.1.1 Groundworks........................................................................................288 Q.2.1.2 Piling ....................................................................................................295 Q.2.1.3 Concrete Work.....................................................................................297 Q.2.1.4 Steelwork .............................................................................................308 Q.2.1.5 Masonry ...............................................................................................313 Q.2.1.6 Specialist Linings .................................................................................319 Q.2.1.7 Surface Treatments .............................................................................323 Q.2.1.8 Drainage ..............................................................................................326 Q.2.1.9 Roads, Paving & Fencing ....................................................................337

Q.2.1 Building Norms...........................................................340

Q.2.2.1 Demolitions & Alterations.....................................................................340 Q.2.2.2 Roof Decking & Wall Cladding.............................................................342 Q.2.2.3 Lining / Partitions .................................................................................348 Q.2.2.4 Doors & Windows ................................................................................351 Q.2.2.5 Surface Finishes ..................................................................................354

R.1 Fireproofing Norms......................................................358

S.1 Safety & Loss Prevention Norms.................................359

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1 Preface The Man-hour Norms Productivity Strategy provided by EC Harris LLP is part of the overall portfolio of services targeted at helping clients deliver increased asset contribution through improving and increasing the outputs and productivity of the assets, in combination with decreasing the total cost of ownership. The norms are strictly for estimating the man-hours content of the work being performed and do not cover any material costs or allowances. The norms have been measured and compiled using the SMMIEC standard methodology, with any deviations noted within the appropriate sections. Whilst the norms are reflective of the work content they are set at a level that is challenging and an appropriate contract factor will need to be applied as discussed under the contracting section of this document.

1.1 Benefits of Using Norms The benefits delivered through the use of the Man-hour Norms Productivity Contracting Strategy are from the outset linked to the overall business objectives, and as such, can be designed to measure productivity and output from the contractors. Benefits can accrue from: • Reduction of maintenance cost • Visibility of actual work time • Separation of cost of work and overheads and profit • Standardised Norm sets • Benchmarking • Simplified tendering process • Standard Contract forms • Ability to drive productivity improvements • Knowledge Retention.

1.2 Overview of Disciplines Used and Services EC Harris’s unique Man-hour Norms Productivity Contracting Strategy provides the client with full visibility of the cost of work performed. This linked with our Schedules of Norms which cover all major disciplines of work activities allows the client to contract for maintenance services and benchmark across locations. Discipline Norms include:

• Scaffolding. • Steelwork • Static Equipment • Rotating Equipment • HVAC • Mechanical Pipework • Electrical & Instrumentation • Insulation • Painting • Cleaning • Tankage • Civil & Building • Fireproofing • Safety & Loss Prevention

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2 Factors The norms contained in this document are ‘Pure’ Norms, that is they only contain the time to complete the task (wrench time). To utilise these Norms for maintenance or projects across various locations across the globe the following factor table should be used.

Region Maintenance Projects

Middle East 1.3 1.2 Far East 1.8 1.7 USA 1.5 1.4 Europe 1.2 1.1

The factors should be applied to the norms as multipliers.

3 General Rules and Definitions The following units of measurement and abbreviations have been used within this document: a. Metre m b. Foot ft c. Inch in d. Millimetre mm e. Kilogram kg f. Pound lb g. Tonne t h. Number Nr i. Nominal bore n.b. j. Diameter dia k. Reference ref l. Square metres m2

m.. Square feet ft2 n. Cubic metres m3

o. Cubic Metres ft3 The Method of Measurement and the following Appendices allow for the measurement and valuation of the norms on either a metric or imperial basis. Each Site/Country is free to select the method of measurement most suitable for them. This document has been drafted in such a way as to make reference to both methods of measurement. This document must remain as drafted and each Site/Country shall select the appropriate method of measurement. Unless specifically required by the Company temporary works shall not be measured but the provision of the same is deemed to be included within the Global Norms for the specific item to which it applies.

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3.1 Design Information Where the Contractor is required to carry out any engineering design and drawing work, this shall be stated in the Purchase Order. The extent of the work shall be defined. In the absence of specification information, descriptions or drawings and other information relative to the Task, the Contractor shall execute the work in accordance with the Specifications and Company Standards. General arrangement and other pipework drawings will not always indicate make-up pieces and/or loose flanges. The Contractor must assume that pipes fabricated to the actual calculated dimensions will not necessarily fit exactly. The Contractor is responsible for checking the sufficiency of closure pipes, etc., where shown and for determining the position and number of any additional loose flanges and must include in the Selling Rate all necessary site measurement and sketching including temporary erection to obtain final dimensions for closure pipes.

4 Introduction to the Contracting Methodology The norms have been set at a baseline of an average site and location and at a level that is challenging. The Norms assume standard working conditions at a normal working height. The purpose of this is to allow the estimator or contractor to apply a number of factors to the base norms to adjust them for the prevailing conditions. There are 3 groups of factors that can be applied, namely • A Contract factor • A Condition factor • A Material factor Taking each of these factors in turn

4.1 Contract Factors The Global Norm shall be adjusted by a figure of one plus the aggregate of the Contract Factors as defined, and in the manner described, below. The Global Norm shall be adjusted by the application of the Contract Factor which can have several components, namely:- - Efficiency Factor - Site Factor - Location Factor

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4.2 Efficiency Factor This factor shall be expressed as a percentage and represents the saving in time that the Contractor believes he can achieve or the additional time that the Contractor requires to complete a Task compared to the Global Norm. For instance if the Contractor believes he can complete a Task 5% faster than the Global Norm then the Efficiency Factor will be expressed as -5%. If the Contractor believes he will require 5% more time than the Global Norm then the factor shall be expressed as +5%.

4.3 Site Factor This factor shall represent the time saving or additional time required by the Contractor compared to the Global Norms set out in the following Appendices to execute a Task, taking into account the particular features of the Site and its location. The particular features that are deemed relevant are a matter for the Contractor’s judgement and may include the overall area of the Site, access around the Site, the average distance from the Contractor’s compound to the work area, local average weather conditions, local site rules, etc. The Site Factor shall have been tendered by the Contractor and shall, as for Efficiency Factor, be expressed as a percentage of the Global Norm.

4.4 Location Factors This factor shall be used to adjust the norms for the geographic region were the norms are being applied. This factor would typically take in to account the prevailing working conditions in that region.

4.5 Condition Factors Condition Factors are the factors identified below which represent the amount of adjustment to be applied to the Contract Norms to take account of the ease, complexity or difficulty in executing work in the specific conditions. The resultant Norm shall be known as the “Factored Norm”.

The Condition Factors are fixed and shall not be subject to any adjustment whatsoever during the Contract Period. Description FactorHeight > 6m up to 12m (>20 ft up to 40 ft) 1.03 Height > 12m up to 18m (>40 ft up to 60ft) 1.05 Height > 18m up to 24m (>60 ft up to 80 ft) 1.08 Height > 24m (>80 ft) 1.10 Working in a confined space 1.10 Wearing restrictive PPE or using breathing apparatus 1.15

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4.6 Material Factors The Material Factors are factors determined by the Company and are applied to the Global Piping Norms for working in different materials other than Carbon Steel, from which the base norms have been generated. The Global Norms shall be multiplied by a the Contract Factor and the Material Factor in accordance with the Contract, the resulting Norms will be called the Contract Norms. The Material Factors are fixed and shall not be subject to any adjustment whatsoever during the Contract Period.

MaterialMaterial Factor

Stainless Steel 1.25 Low Temp Carbon Steel 1.15 Inconel 1.25 Incolloy 1.25 Monel 1.25 Aluminium 1.50 Chrome 1.25 Molybdenum Steels 1.25 Duplex 1.66 Cupro Nickel 1.50

4.7 Application of Factors The Global Norms are set out in the following Appendices. Each Activity in the Global Norms will be fully inclusive of all the work as described in the Activity, Specification, the relevant preambles and elsewhere in the Contract required to complete that Activity. The Contractor shall be deemed to have allowed within the Selling Rate, Contract Factor, Condition Factors, Materials Factors and all other rates and prices within the Contract for all costs and expenses which may be incurred for the completion of the Works in accordance with the Contract and any risks, responsibilities, liabilities and obligations set forth or implied in the Contract. The Global Norms shall be adjusted by a figure of one plus the Contract Factor and one plus the Material Factor in accordance with the Contract, the resulting Norms will be called the Contract Norms. The Global Norms apply to carbon steel pipework and shall be adjusted by the Material Factors in accordance with the Contract when used with other materials.

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Where the Company considers that specific working conditions apply, the Contract Norms will be adjusted by a figure of one plus the aggregate of the Condition Factors in accordance with the Contract. The Schedule of Global Norms will not be adjusted for any other conditions other than those specified in the Contract.

4.8 Constituents of the Selling Rate The Selling Rates shall be deemed to be based upon those rates current and for the duration of the Contract Period and shall include wages, all other labour charges or emoluments, cost of materials and consumables but excludes Corporate Overheads, Profit and Site Establishment costs. In particular the Selling Rates shall include for, but not be limited to, costs in connection with the following:- � All costs in connection with employment of labour and maintaining an

adequate labour force onsite including costs arising from wage rates and labour union agreements, inclement weather, protective clothing and equipment, transport to Site of labour from any source, fares, lodging and subsistence, holidays, travelling time, training, proficiency payments, incentive bonus schemes, inspections, severance pay, recruitment, statutory insurance and any other amounts payable in accordance with National or Local Government enactments.

� All costs in connection with any overtime necessary to work the

normal working week as stated in the Contract. � Insurances. � All costs associated in maintaining full compliance with statutory and

Site health, safety and environmental regulations and requirements, including attendance by all Contractor’s personnel at Site inductions as required.

� Housekeeping, keeping of work areas in a clean and tidy condition in

accordance with Company requirements. � Providing all necessary training, whether on the job or off site. � Toolbox talks. � All allowances for waste. � Checking the accuracy of the Company’s material quantities listed on

drawings or other documents, or where not listed calculating such quantities.

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� Taking delivery of materials at the Company’s, the Contractor’s or his Sub-Contractor’s workshops, including unloading, handling and storage.

� Transporting all labour, materials, fabricated items, plant and

equipment to or from the Company’s, the Contractor’s or his Sub-Contractor’s workshops or to the place of installation or other such place necessary for the execution of the work, including loading and unloading, handling and storage.

� Sorting and checking materials in any location. � Removal from Site and disposal of empty containers, packaging

material or waste, including any necessary cleaning. � All necessary marking (e.g. labelling, tagging, painting, etc. of pipes,

plant, equipment, hangers, supports, brackets and the like), for identification purposes. This applies to all items whether supplied by the Company or the Contractor. In particular special attention should be given to the marking of all fabricated pipes, which are subsequently to be galvanised, rubber lined heated, etc., to ensure they can be correctly identified after the completion of such operations.

� Provision, tools, all consumable items including but not limited to

water, fuel, gases, welding electrodes and any other equipment necessary for the execution of the Task.

� Supply of all necessary testing equipment, including spades, slip

plates, plugs, blanks, temporary spools, hoses, pumps, gauges and the like.

� The carrying out of welder's tests including the submission of

specimen welds for examination by the Company. � Supply, erection and dismantling of welding tents or similar. � Working within and/or adjacent to operational plants and all

consequential restrictions in the method of working. � Compliance with permit to work and clearance note requirements,

including preparing necessary associated request documentation. � Working around and liaising with the Company’s own labour and

personnel. � Working around, liaising and co-operating with the Company’s other

contractors.

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� Working in any location on the Site or in the Company’s, Contractor’s or subcontractor’s facilities onsite or offsite.

� Costs arising from compliance with all specifications referred to in

this Contract, including costs in connection with inspection. � Compliance with all statutory obligations, which are applicable to the

Task. � Provision, erecting, dismantling and hire of scaffold, ladders, trestles,

platforms, planks and any other necessary means of access up to 2 metres high for use by the Contractor.

� Working off scaffolding, cradles, ladders and any other means of

access compliant with site health, safety and environmental regulations.

� Provision of temporary bracing and materials, including temporary

bracing during transportation, and for other temporary works during execution of the works.

� All necessary protection of the work and adjacent areas and making

good damage caused by the Contractor. � All necessary allowances for loss of productivity or non-productive

time due to inclement weather. � Setting out the works from datum provided by the Company and for

checking dimensions and levels shown on drawings. No claim arising out of the Contractor’s failure to do so or out of any misunderstanding on his part in this connection will be allowed.

� All necessary attendance to carry out radiography tests where

specified and waiting time associated therewith. � Making fabrication drawings from isometrics, general arrangement

drawings and the like. � All necessary measuring and sketching for the fabrication and

erection of pipework and pipe supports, etc. � Processing the initial and each and every subsequent re-issue of

Company's drawings through the Contractor's offices, workshops etc. � Providing the Company with drawings marked to show the location of

loose flanges and site butt welds. � Marking up drawings to indicate the ‘as built’ condition following

completion of Tasks and supply of 1 no copies of ‘as built’ drawings to the Company.

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� Compliance with all Quality Assurance obligations as specified in this

Contract including, but not limited to, the provision of all documentation and obtaining approval of the same.

� Compliance in all other respects with all obligations and liabilities

under the Contract and at law not specifically referred to above and not included within the description of the Activities in the Schedules of Norms enclosed in the following sections.

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D.1 Scaffolding Norms

D.2.1. Coventional Scaffolding Conventional Scaffolding

Scaffold Category Description Unit Erect <6M

Dismantle <6M

Combined Norm Unit Erect

<20ftDismantle

<20ftCombined

NormConventional General Independent up to 10m (33 ft) in length m3 0.128 0.064 0.192 ft3 0.0036 0.0018 0.0054

Conventional General Independent >10m up to 30m (>33 ft up to 100 ft) long m3 0.097 0.048 0.145 ft3 0.0027 0.0014 0.0041

Conventional General Independent > 30m up to 50m (>100 ft up to 165 ft) long m3 0.092 0.046 0.138 ft3 0.0026 0.0013 0.0039

Conventional General Independent > 50 m (>165 ft) long m3 0.090 0.045 0.135 ft3 0.0025 0.0013 0.0038

Conventional General Independent Tower m3 0.147 0.074 0.221 ft3 0.0042 0.0021 0.0063

Conventional General Mobile tower m3 0.147 0.074 0.221 ft3 0.0042 0.0021 0.0063

Conventional General Birdcage up to 50 m3 (1765 ft3) m3 0.083 0.042 0.125 ft3 0.0024 0.0012 0.0035

Conventional General Birdcage > 50 m3 up to 200 m3 (>1765 ft3 up to 7062 ft3) m3 0.067 0.034 0.101 ft3 0.0019 0.0010 0.0029

Conventional General Birdcage > 200 m3 up to 500 m3 (>7062 ft3 up to 17657 ft3) m3 0.054 0.027 0.081 ft3 0.0015 0.0008 0.0023

Conventional General Birdcage > 500m3 (>17657 ft3) m3 0.049 0.025 0.074 ft3 0.0014 0.0007 0.0021

Conventional Special Platform m2 0.216 0.108 0.324 ft2 0.0201 0.0100 0.0301

Conventional Special Suspended m2 0.282 0.141 0.423 ft2 0.0262 0.0131 0.0393

Conventional Special Cantilever m2 0.216 0.108 0.324 ft2 0.0201 0.0100 0.0301

Conventional Special Bridging Span m2 0.245 0.123 0.368 ft2 0.0228 0.0114 0.0342

Conventional Special Ramp m2 0.262 0.131 0.393 ft2 0.0243 0.0122 0.0365

Conventional Misc Decking - inc toe boards and double guard rails m2 0.084 0.042 0.126 ft2 0.0078 0.0039 0.0117

Conventional Barriers Single Rail m 0.115 0.057 0.172 ft 0.0350 0.0175 0.0524

Conventional Barriers Doublerail Freestanding m 0.143 0.072 0.215 ft 0.0437 0.0219 0.0655

Conventional Barriers Triple Rail FreeStanding m 0.171 0.086 0.257 ft 0.0522 0.0261 0.0784

Conventional Miscellaneous Sheds - enclosed scaffold structre m3 0.177 0.088 0.265 ft3 0.0050 0.0025 0.0075

Conventional Miscellaneous Staircase m 0.328 0.164 0.492 ft 0.1000 0.0500 0.1500

Conventional Miscellaneous Flameproof tarpaulin m2 0.085 0.042 0.127 ft2 0.0079 0.0039 0.0118

Conventional Miscellaneous Flameproof corrugated sheet m2 0.122 0.061 0.183 ft2 0.0113 0.0057 0.0170

Conventional Miscellaneous Flameproof plastic sheet m2 0.050 0.025 0.075 ft2 0.0046 0.0023 0.0070

Conventional Miscellaneous Additional ladders m 0.063 0.032 0.095 ft 0.0193 0.0097 0.0290

Conventional Miscellaneous Pulley and rope Nr 0.245 0.123 0.368 Nr 0.245 0.123 0.368

Metric Imperial

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D.2.2. System scaffolding System Scaffolding

Scaffold Category Description UnitErect <6M

Dismantle <6M

Combined Norm Unit

Erect <20ft

Dismantle <20ft

Combined Norm

System General Independent up to 10m (33 ft) in length m3 0.109 0.054 0.163 ft3 0.0031 0.0015 0.0046

System General Independent >10m up to 30m (>33 ft up to 100 ft) long m3 0.082 0.041 0.123 ft3 0.0023 0.0012 0.0035

System General Independent > 30m up to 50m (>100 ft up to 165 ft) long m3 0.078 0.039 0.117 ft3 0.0022 0.0011 0.0033

System General Independent > 50 m (>165 ft) long m3 0.076 0.038 0.115 ft3 0.0022 0.0011 0.0032

System General Independent Tower m3 0.125 0.063 0.188 ft3 0.0035 0.0018 0.0053

System General Mobile tower m3 0.125 0.063 0.188 ft3 0.0035 0.0018 0.0053

System General Birdcage up to 50 m3 (1765 ft3) m3 0.071 0.035 0.106 ft3 0.0020 0.0010 0.0030

System General Birdcage > 50 m3 up to 200 m3 (>1765 ft3 up to 7062 ft3) m3 0.057 0.029 0.086 ft3 0.0016 0.0008 0.0024

System General Birdcage > 200 m3 up to 500 m3 (>7062 ft3 up to 17657 ft3) m3 0.046 0.023 0.069 ft3 0.0013 0.0007 0.0019

System General Birdcage > 500m3 (>17657 ft3) m3 0.042 0.021 0.063 ft3 0.0012 0.0006 0.0018

System Special Platform m2 0.184 0.092 0.275 ft2 0.0171 0.0085 0.0256

System Special Suspended m2 0.240 0.120 0.360 ft2 0.0223 0.0111 0.0334

System Special Cantilever m2 0.184 0.092 0.275 ft2 0.0171 0.0085 0.0256

System Special Bridging Span m2 0.209 0.104 0.313 ft2 0.0194 0.0097 0.0291

System Special Ramp m2 0.223 0.111 0.334 ft2 0.0207 0.0103 0.0310

System Misc Decking - inc toe boards and double guard rails m2 0.084 0.042 0.126 ft2 0.0078 0.0039 0.0117

System Barriers Single Rail m 0.097 0.049 0.146 ft 0.0297 0.0149 0.0446

System Barriers Doublerail Freestanding m 0.122 0.061 0.183 ft 0.0371 0.0186 0.0557

System Barriers Triple Rail FreeStanding m 0.146 0.073 0.218 ft 0.0444 0.0222 0.0666

System Miscellaneous Staircase m 0.328 0.164 0.492 ft 0.1000 0.0500 0.1500

System Miscellaneous Flameproof tarpaulin m2 0.085 0.042 0.127 ft2 0.0079 0.0039 0.0118

System Miscellaneous Flameproof corrugated sheet m2 0.122 0.061 0.183 ft2 0.0113 0.0057 0.0170

System Miscellaneous Flameproof plastic sheet m2 0.050 0.025 0.075 ft2 0.0046 0.0023 0.0070

System Miscellaneous Additional ladders m 0.063 0.032 0.095 ft 0.0193 0.0097 0.0290

System Miscellaneous Pulley and rope Nr 0.245 0.123 0.368 Nr 0.245 0.123 0.368

ImperialMetric

19

E.1 Steel Work Norms

E.2.1 Fabricate & Install Primary and Secondary Ste el Items All Carbon Steel Grades

UoM N.exc. 200 Kg/m

Exc. 200 N.exc 300

Kg/m

Exc. 300 N.exc 400

Kg/m

Exc. 400 N.exc 500

Kg/m

Exc. 500 N.exc 1000

Kg/m

Exc. 1000 Kg/m

Compound Members Kg 0.10 0.05 0.04 0.03 0.02 0.01

All Carbon Steel Grades & Cast steel

UoM N.exc. 50 kg/m

Exc. 50 N.exc 100

Kg/m

Exc. 100 N.exc 300

Kg/m

Exc. 300 N.exc 500

Kg/m

Exc. 500 Kg/m

Tubulars Kg 0.11 0.09 0.07 0.05 0.04


UoM Plates in Nodes

Plates in Boxes

Cast Steel Items

Nodes and Boxes Kg 0.04 0.04 0.07

20


UoM N.exc. 50 kg/m

Exc. 50 N.exc 100

Kg/m

Exc. 100 N.exc 300

Kg/m

Exc. 300 N.exc 500

Kg/m

Exc. 500 Kg/m

Profiles Kg 0.08 0.06 0.04 0.03 0.02


UoM Plate Cast Steel Items

Plate in Panels Kg 0.10Plate in Misc.Items Kg 0.11Padeyes Kg 0.15 0.05Gussets & Stiffeners Kg 0.20Stabbing Cones and Rolled Cans Kg 0.09

E.2.2 Manual & semi-automatic Welding of Primary & Secondary Steel Items All Carbon Steel Grades & Cast steel

UoM n.e. 6mm Over 6mm n.e. 10mm

Over 10mm n.e. 15mm

Over 15mm n.e. 20mm

Over 20mm n.e. 25mm

Over 25mm n.e. 30mm

Over 30mm n.e. 35mm

Over 35mm n.e. 40mm

Over 40mm n.e. 45mm

Over 45mm n.e. 50mm

Over 50mm n.e. 60mm

Over 60mm n.e. 75mm

Over 75mm n.e. 90mm

Single Fillet Welds m 1.04 1.80 4.41 5.31 8.15 11.70 15.35Single sided Full Pen. Butt Welds m 1.62 3.47 5.90 9.77 13.37 17.15 22.50 28.71 34.25 37.08 46.17 66.33 83.30Double sided Full Pen. Butt Welds m 1.58 2.97 4.55 8.15 11.12 12.92 16.07 18.50 20.75 25.43 29.25 41.00 51.35Tubular Branch Weld m 3.51 6.21 13.46 15.48 23.13 31.82 39.38 48.38 55.13 68.81 92.39 104.54 117.59Partial Pen. Butt Welds m 2.07 4.28 6.57 11.39 16.88 21.20 28.35 36.77 40.01

21

E.2.3 Automatic Welding of Primary & Secondary Stee l Items All Carbon Steel Grades & Cast steel

UoM n.e. 6mm Over 6mm n.e. 10mm

Over 10mm n.e. 15mm

Over 15mm n.e. 20mm

Over 20mm n.e. 25mm

Over 25mm n.e. 30mm

Over 30mm n.e. 35mm

Over 35mm n.e. 40mm

Over 40mm n.e. 45mm

Over 45mm n.e. 50mm

Over 50mm n.e. 60mm

Over 60mm n.e. 75mm

Over 75mm n.e. 90mm

Single Fillet Welds m 0.25 0.40 1.20 2.45 4.05 6.55Single sided Full Pen. Butt Welds m 0.75 1.30 2.45 3.90 5.40 5.75 7.60 9.75 11.75 12.70 15.95 23.35 29.50Double sided Full Pen. Butt Welds m 0.70 1.10 1.90 3.30 3.85 4.45 5.40 6.60 7.35 9.25 10.55 15.15 19.10Partial Pen. Butt Welds m 0.65 0.75 1.50 2.35 3.25 5.30 6.95 8.90 10.70

22

E.2.4 Bolting of Primary & Secondary Steel Items All Carbon Steel Grades & Cast steelDrilling of Holes

UoM n.e. 12mm dia

Over 12mm n.e. 25mm

dia

Over 25mm dia

In Plate n.e. 20mm thick Nr 0.09 0.13 0.16In Plate over 20mm n.e. 40mm thick Nr 0.11 0.16 0.18In Plate over 40mm thick Nr 0.15 0.21 0.24

All Carbon Steel Grades & Cast steelThreading of Holes

UoM n.e. 12mm dia

Over 12mm n.e. 25mm

dia

Over 25mm dia

In Plate n.e. 20mm thick Nr 0.13 0.14 0.16In Plate over 20mm n.e. 40mm thick Nr 0.16 0.17 0.18In Plate over 40mm thick Nr 0.18 0.25 0.30

All Carbon Steel Grades & Cast steelBolting

UoM n.e. 12mm dia

Over 12mm n.e. 25mm

dia

Over 25mm dia

In all Plate thicknesses Nr 0.08 0.10 0.12

23

E.2.5 Fabricate and Install Outfitting Steelwork St eel All Carbon Steel Grades & Cast steel

UoM Fab. & Install

Stairways and Ladders Kg 0.28Walkways ,Platforms and Landings Kg 0.13Plate in Flooring for W/ways,P/forms,Landing,Stair Treads

Kg 0.15

Serated Bar Grating in Flooring for W/ways,P/forms,Landing,Stair Tread

Kg 0.06

Low Density Punched Plate in Flooring for W/ways,P/forms,Landing,Stair Tread

Kg 0.06

Handrails,Guardrails and Crash Barriers Kg 0.27Major Piperacks Kg 0.17Stair Towers Kg 0.12Supporting framework for platform signs Kg 0.22Galvanizing of steelwork Kg 0.04

24

FA.1 Static Equipment Norms

FA.2.1 Isolate & De-isolate Pipework Isolate Pipework (Spade)

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 6 00 750 900 1100 1200

n.b. - inch 5/8" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 44" 48"

Isolate 150# No. 0.42 0.42 0.42 0.46 0.50 0.51 0.52 0.83 0.98 1.11 1.97 2.12 2.32 3.04 3.49 4.33 4.91 6.78 8.87 10.97 13.29

Isolate 300# No. 0.42 0.46 0.54 0.62 0.92 1.00 1.05 1.17 1.68 1.93 2.90 3.28 4.24 4.74 5.70 6.19 6.72 8.87 11.02

Isolate 600# No. 0.42 0.46 0.54 0.62 0.92 1.02 1.11 1.28 2.03 2.40 3.60 4.79 5.29 5.78 6.28 7.48 8.23 9.68 10.56

Isolate 900# No. 0.42 0.46 0.54 0.62 1.09 1.19 1.28 1.46 2.43 2.91 4.12 5.31 5.98 6.64 7.32 7.99 9.33

Isolate 1500# No. 0.42 0.46 0.54 0.62 1.09 1.22 1.34 1.57 2.78 3.38 4.00 5.19 6.04 6.89 7.73 8.57 9.80

Pipe Diameter

Description

De-isolate Pipework (Spade)

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 6 00 750 900 1100 1200

n.b. - inch 5/8" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 44" 48"

De-isolate 150# No. 0.41 0.41 0.41 0.44 0.48 0.50 0.50 0.81 0.96 1.09 1.94 2.09 2.29 3.00 3.45 4.29 4.86 6.73 8.81 10.91 13.22

De-isolate 300# No. 0.41 0.45 0.53 0.60 0.90 0.99 1.03 1.15 1.66 1.91 2.87 3.25 4.21 4.70 5.66 6.15 6.67 8.82 10.96

De-isolate 600# No. 0.41 0.45 0.53 0.60 0.90 1.01 1.09 1.26 2.01 2.38 3.57 4.76 5.26 5.74 6.24 7.44 8.18 9.63 10.50

De-isolate 900# No. 0.41 0.45 0.53 0.60 1.07 1.18 1.26 1.44 2.41 2.89 4.09 5.28 5.95 6.60 7.28 7.95 9.28

De-isolate 1500# No. 0.41 0.45 0.53 0.60 1.07 1.21 1.32 1.55 2.76 3.36 3.97 5.16 6.01 6.85 7.69 8.53 9.75

Pipe Diameter

Description

25

Isolate or De-isolate Pipework (Spectacle Blind))

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 6 00 750 900 1100 1200

n.b. - inch 5/8" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 44" 48"

Isolate 150# No. 0.33 0.33 0.33 0.37 0.38 0.38 0.39 0.70 0.98 0.93 1.76 1.89 2.07 2.76 3.19 4.01 4.54 6.37 8.41 10.47 12.74

Isolate 300# No. 0.33 0.37 0.45 0.50 0.80 0.87 0.92 1.04 1.68 1.75 2.69 3.05 3.99 4.46 5.40 5.87 6.35 8.46 10.56

Isolate 600# No. 0.33 0.37 0.45 0.50 0.80 0.89 0.98 1.15 2.03 2.22 3.39 4.56 5.04 5.50 5.98 7.16 7.86 9.27 10.10

Isolate 900# No. 0.33 0.37 0.45 0.50 0.97 1.06 1.15 1.33 2.43 2.73 3.91 5.08 5.73 6.36 7.02 7.67 8.96

Isolate 1500# No. 0.33 0.37 0.45 0.50 0.97 1.09 1.21 1.44 2.78 3.20 3.79 4.96 5.79 6.61 7.43 8.25 9.43

Pipe Diameter

Description

26

FA.2.2 Install / remove manway covers

Install / Remove Manway Covers

Unit 150# 300# 600# 900# 1500#

n.e. 200mm n.e. 8" No. 0.55 0.74 0.81 0.90 0.97

over 200mm n.e. 400mm over 8" n.e. 16" No. 1.24 1.76 2.15 2.44 2.37



Install / Remove Manway Covers, with Davit.

Unit 150# 300# 600# 900# 1500#

n.e. 200mm n.e. 8" No. 0.35 0.54 0.61 0.70 0.77




Pressure Rating

Pressure Rating

Manway size

Manway size

27

FA.2.3 Shell Repairs – incl. Welding

Wall Thickness Unit n.e 0.04m2 over 0.04m2

n.e. 0.09m2 over 0.09m2

n.e.0.16m2 over 0.16m2

n.e. 0.25m2 over 0.25m2 n.e.

0.36m2 over 0.36m2

n.e.0.49m2

Wall Thickness n.e. 8mm No. 6.19 7.24 9.33 11.42 13.52 15.61

Wall Thickness over 8mm n.e.12mm No. 6.73 7.91 10.27 12.64 15.00 17.36

Wall Thickness over 12mm n.e. 15mm No. 7.50 8.87 11.62 14.37 17.12 19.87



Plate Dimensions

Wall Thickness Unit n.e 0.5ft2over 0.5 ft2 n.e.1

ft2over 1ft2

n.e.2ft2over 2ft2

n.e.3ft2over 3ft2

n.e.4ft2over 4ft2

n.e.5ft2

Wall Thickness n.e.0.32" No. 6.88 7.46 10.08 12.56 13.92 14.67

Wall Thickness over 0.32" n.e 0.47" No. 7.47 8.15 11.09 13.90 15.45 16.32

Wall Thickness over 0.47" n.e. 0.59" No. 8.33 9.14 12.55 15.81 17.63 18.68



Plate Dimensions

28

FA.2.4 Welding

Wall Thickness Unit Butt Weld Fillet Weld Overlay

Build up weld overlay in single runs m 0.31

n.e. 8mm m 3.61 1.30

over 8mm n.e. 12mm m 3.99 1.90

over 12mm n.e. 15mm m 4.46



Wall Thickness Unit Butt Weld Fillet Weld Overlay

Build up weld overlay in single runs ft 0.09

n.e. 0.32" ft 1.10 0.40

over 0.32" n.e. 0.47" ft 1.22 0.58

over 0.47" n.e. 0.59" ft 1.36

over 0.59" n.e. 0.79" ft 1.60

over 0.79" n.e. 1.00" ft 1.98

29

FA.2.5 Furnace & Boilers

n.e.250mmover 250mm n.e.

500mmover 500mm n.e.

750mmover 750mm n.e.

1000mm

n.e.10" over 10" n.e. 20" over 20" n.e. 30" over 30" n .e. 40"

Remove Burner Lance No. 0.24 0.34 0.43 0.66

Re-fit Burner Lance No. 0.31 0.43 0.54 0.79

Burner Lance Length

UnitDescription

30

FA.2.6 Heat Exchangers

Heat Exchangers

Description Unit 0-500 500-1000 1000-1500 1500-2000 2000-2500 2500-30 00 3000-3500 3500-4000

Remove end cover No. 0.50 1.50 3.00 4.20 5.20 6.80 8.30 10.20

Remove Floating Head Cover & Clamp Rings No. 0.50 1.60 2.30 2.90 4.20 6.00 8.40 12.00

Remove inlet/outlet chamber cover No. 0.30 0.90 1.80 2.60 3.20 4.00 5.30 6.60

Remove inlet/outlet chamber No. 0.50 1.50 3.00 4.20 5.40 6.80 8.30 10.20

Pull bundle No. 1.00 4.00 5.80 7.50 9.10 10.70 12.50 14.00

Pull bundle - with Puller No. 0.50 2.00 4.00 5.10 6.00 7.00 7.90 9.20

Re-fit Bundle No. 1.00 4.00 6.70 7.50 10.90 12.80 15.00 16.10

Re-fit Bundle - with Puller No. 0.50 2.00 2.50 3.40 4.10 5.80 8.60 9.40

Pressure test shell No. 0.50 2.00 2.60 3.30 4.30 5.70 8.20 9.60

pressure test shell - with test ring No. 3.50 3.80 5.60 6.65 8.40 11.40 17.40 20.10

pressure test bundle No. 2.00 4.00 5.30 6.00 6.80 7.60 8.60 9.40

Re-fit end cover No. 0.50 1.50 3.00 4.20 6.00 7.20 9.00 10.20

Re-fit Floating Head Cover & Clamp Rings No. 0.50 1.60 2.60 3.70 5.10 7.00 9.20 12.00

Re-fit inlet/outlet chamber No. 0.50 1.50 3.00 4.20 6.00 7.20 9.00 10.20

Re-fit inlet/outlet chamber cover No. 0.30 0.90 1.80 2.60 3.80 4.60 5.80 6.60

Outer Diameter of Sealing Face

31

Description Unit 0 - 1' 6" 1'6" - 3' 3' - 4'6" 4'6" - 6' 6' - 7'6" 7' 6" - 9' 9' - 10'6" 10'6" - 12'

Remove end cover No. 0.45 1.35 2.70 4.20 4.68 6.80 7.47 9.18

Remove Floating Head Cover & Clamp Rings No. 0.45 1.44 2.07 2.90 3.78 6.00 7.56 10.80

Remove inlet/outlet chamber cover No. 0.27 0.81 1.62 2.60 2.88 4.00 4.77 5.94

Remove inlet/outlet chamber No. 0.45 1.35 2.70 4.20 4.86 6.80 7.47 9.18

Pull bundle No. 0.90 3.60 5.22 7.50 8.19 10.70 11.25 12.60

Pull bundle - with Puller No. 0.45 1.80 3.60 5.10 5.40 7.00 7.11 8.28

Re-fit Bundle No. 0.90 3.60 6.03 7.50 9.81 12.80 13.50 14.49

Re-fit Bundle - with Puller No. 0.45 1.80 2.25 3.40 3.69 5.80 7.74 8.46

Pressure test shell No. 0.45 1.80 2.34 3.30 3.87 5.70 7.38 8.64

pressure test shell - with test ring No. 3.15 3.42 5.04 6.65 7.56 11.40 15.66 18.09

pressure test bundle No. 1.80 3.60 4.77 6.00 6.12 7.60 7.74 8.46

Re-fit end cover No. 0.45 1.35 2.70 4.20 5.40 7.20 8.10 9.18

Re-fit Floating Head Cover & Clamp Rings No. 0.45 1.44 2.34 3.70 4.59 7.00 8.28 10.80

Re-fit inlet/outlet chamber No. 0.45 1.35 2.70 4.20 5.40 7.20 8.10 9.18

Re-fit inlet/outlet chamber cover No. 0.27 0.81 1.62 2.60 3.42 4.60 5.22 5.94

Outer Diameter of Sealing Face

32

FA.2.7 Heat Exchanger / Air Cooler – Unbolting & Bo lting UnboltingBolt Diameter Bolt Diameter 0-12 13-24 25-36 37-48 49-60 61-72 73-84 85-96 97-108 109-120 121-140 141-160 161-180 181-200

Up to and including 15mm Up to and including 1/2 inch 0.228 0.684 1.14 1.596 2.052 2.508 2.964 3.42 3.876 4.332 4.94 5.7 6.46 7.22

Greater than 15mm up to and including 20mm Greater than 1/2 inch up to and including 3/4 inch 0.264 0.792 1.32 1.848 2.376 2.904 3.432 3.96 4.488 5.016 5.72 6.6 7.48 8.36

Greater than 20mm up to and including 25mm Greater than 3/4 inch up to and including 1 inch 0.42 1.26 2.1 2.94 3.78 4.62 5.46 6.3 7.14 7.98 9.1 10.5 11.9 13.3

Greater than 25mm up to and including 40mm Greater than 1 inch up to and including 1 1/2 inch 1.02 3.06 5.1 7.14 9.18 11.22 13.26 15.3 17.34 19.38 22.1 25.5 28.9 32.3

Greater than 40mm up to and including 50mm Greater than 1 1/2 inch up to and including 2 inch 1.2 3.6 6 8.4 10.8 13.2 15.6 18 20.4 22.8 26 30 34 38

BoltingBolt Diameter Bolt Diameter 0-12 13-24 25-36 37-48 49-60 61-72 73-84 85-96 97-108 109-120 121-140 141-160 161-180 181-200

Up to and including 15mm Up to and including 1/2 inch 0.228 0.684 1.14 1.596 2.052 2.508 2.964 3.42 3.876 4.332 4.94 5.7 6.46 7.22

Greater than 15mm up to and including 20mm Greater than 1/2 inch up to and including 3/4 inch 0.264 0.792 1.32 1.848 2.376 2.904 3.432 3.96 4.488 5.016 5.72 6.6 7.48 8.36

Greater than 20mm up to and including 25mm Greater than 3/4 inch up to and including 1 inch 0.42 1.26 2.1 2.94 3.78 4.62 5.46 6.3 7.14 7.98 9.1 10.5 11.9 13.3

Greater than 25mm up to and including 40mm Greater than 1 inch up to and including 1 1/2 inch 1.224 3.672 6.12 8.568 11.016 13.464 15.912 18.36 20.808 23.256 26.52 30.6 34.68 38.76

Greater than 40mm up to and including 50mm Greater than 1 1/2 inch up to and including 2 inch 1.44 4.32 7.2 10.08 12.96 15.84 18.72 21.6 24.48 27.36 31.2 36 40.8 45.6

Number of Bolts

Number of Bolts

33

FA.2.8 Air Coolers

Remove inlet chamber

n.e. 2.0mover 2.0m n.e. 3.0m

over 3.0m n.e. 4.0m

over 4.0m n.e. 5.0m

over 5.0m

n.e. 80inover 80in n.e. 120in

over 120in n.e. 160in


over 200in

n.e. 0.5m n.e. 20in No. 1.5 2 2.5 3.1 4.2

over 0.5m n.e.1m over 20in n.e.40in No. 2.5 3.8 4.45 5.1 6.15

over 1m n.e.1.5m over 40in n.e.60in No. 3.2 4.85 5.8 6.75 7.8


Refit inlet chamber

n.e. 2.0mover 2.0m n.e. 3.0m

over 3.0m n.e. 4.0m

over 4.0m n.e. 5.0m

over 5.0m

n.e. 80inover 80in n.e. 120in



over 200in

n.e. 0.5m n.e. 20in No. 1.815 2.18 2.725 3.38 4.578


over 1m n.e.1.5m over 40in n.e.60in No. 3.872 5.2865 6.322 7.3575 8.502


Height Height Unit

UnitHeightHeight

Inlet Chamber Width

Inlet Chamber Width

34

FA.2.9 Heat Exchangers / Air Coolers

Description Unit Per Tube

Pressure test tube (individually) No. 0.05

Insert Plug No. 0.80

Description Unit n.e. 0.1Te over 0.1Te n.e. 1Te

over 1Te n.e. 5Te

over 5Te n.e. 10Te

over 10Te n.e. 25Te

over 25Te n.e. 50Te

over 50Te n.e. 100Te

over 100Te n.e. 150Te

Remove/Install Exchanger / Air Cooler No. 10 29 50 81 90 166 258 301

Exchanger Weight (Te)

35

FA.2.10 Columns

Description Unit n.e. 0.50mover 0.50m n.e. 1.00m

over 1.00m n.e. 1.50m

over 1.50m n.e. 2.00m

over 2.00m n.e. 2.50m

over 2.50m n.e. 3.00m

Remove or replace Top Dome No. 0.86 2.86 5.15 7.72 9.44 11.15

Remove or replace demister unit No. 3.00 5.50 7.50 11.50 13.50 22.50

Remove or replace bubble cap tray No. 3.00 8.50 14.00 19.00 24.50 30.00

Remove or replace keyed metaway tray No. 2.00 5.50 9.00 13.00 16.50 20.00

Remove or replace bolted metaway tray No. 2.50 7.00 11.50 16.00 20.50 25.00

External Diameter

Description Unit n.e. 1'6"over 1' 6"

n.e. 3'over 3'

n.e. 4' 6"over 4' 6"

n.e. 6'over 6' n.e.

7' 6"over 7' 6"

n.e. 9'

Remove or replace Top Dome No. 0.77 2.57 4.63 6.95 8.50 10.04

Remove or replace demister unit No. 2.70 4.95 6.75 10.35 12.15 20.25

Remove or replace bubble cap tray No. 2.70 7.65 12.60 17.10 22.05 27.00

Remove or replace keyed metaway tray No. 1.80 4.95 8.10 11.70 14.85 18.00

Remove or replace bolted metaway tray No. 2.25 6.30 10.35 14.40 18.45 22.50

External Diameter

36

Description Unit All Sizes

Remove or replace bubble cap No. 0.10

Remove or replace snap-in valve No. 0.05

n.e. 750mmn.e. 30inch

Remove internal manway No. 2.00

Replace internal manway No. 3.00

UnitDescription

37

FA.2.11 Bursting Discs

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300

n.b. - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"

Remove 150# No. 0.47 0.47 0.50 0.52 0.58 0.61 0.63 0.96 1.30 2.09 3.33 4.01

Remove 300# No. 0.47 0.51 0.61 0.67 0.98 1.05 1.13 1.29 1.97 2.87 4.22 5.11

Remove 600# No. 0.47 0.51 0.61 0.67 0.98 1.08 1.18 1.39 2.29 3.30 4.87 6.54

Remove 900# No. 0.47 0.51 0.61 0.67 1.14 1.24 1.35 1.56 2.67 3.79 5.36 7.03

Remove 1500# No. 0.47 0.51 0.61 0.67 1.14 1.27 1.40 1.67 3.00 4.24 5.25 6.92

Overhaul No. 0.32 0.33 0.34 0.36 0.38 0.40 0.43 0.47 0.52 0.58 0.65 0.72

Re-fit 150# No. 0.56 0.56 0.59 0.62 0.71 0.74 0.77 1.14 1.57 2.61 4.08 4.96

Re-fit 300# No. 0.56 0.61 0.71 0.80 1.14 1.24 1.33 1.51 2.31 3.47 5.06 6.19

Re-fit 600# No. 0.56 0.61 0.71 0.80 1.14 1.27 1.38 1.63 2.67 3.96 5.79 7.78

Re-fit 900# No. 0.56 0.61 0.71 0.80 1.32 1.45 1.57 1.81 3.09 4.50 6.34 8.32

Re-fit 1500# No. 0.56 0.61 0.71 0.80 1.32 1.48 1.63 1.93 3.46 4.99 6.22 8.20

Pipe Diameter

Description

38

FA.2.12 Relief Valves

n.b. - mm 25 x25 25 x 50 40 x 50 50 x 50 40 x 65 50 x 80 4 0 x 80 80 x 80 80 x 100 65x100 100 x 150 150 x 200 150 x 250 200 x 250

n.b. - inches 1"x1" 1"x2" 1 1/2"x2" 2"x2" 1 1/2"x2 1/2" 2"x3" 1 1/2"x3" 3"x3" 3"x4" 2 1/2"x4" 4"x6" 6"x8" 6"x10" 8" x10"

Remove 150# (Inlet) No. 0.49 0.56 0.56 0.58 0.58 0.62 0.60 0.62 0.82 0.82 1.25 2.03 2.89 2.94

Remove 300# (Inlet) No. 0.55 0.62 0.64 0.78 0.66 0.82 0.68 0.87 1.07 1.05 1.41 2.36 3.22 3.33

Remove 600# (Inlet) No. 0.55 0.62 0.64 0.78 0.66 0.82 0.68 0.90 1.10 1.06 1.46 2.53 3.39 3.55

Remove 900# (Inlet) No. 0.55 0.62 0.64 0.86 0.66 0.90 0.68 0.98 1.18 1.14 1.55 2.72 3.58 3.79

Remove 1500# (Inlet) No. 0.47 0.62 0.64 0.86 0.66 0.90 0.68 1.10 1.21 1.16 1.60 2.88 3.74 4.02

Overhaul 150# (Inlet) No. 4.20 5.40 5.40 5.40 6.00 6.00 6.00 6.60 6.60 7.20 7.80 9.00 9.60 10.20





Re-fit 150# (Inlet) No. 0.60 0.68 0.68 0.70 0.71 0.76 0.74 0.76 0.98 0.98 1.51 2.55 3.59 3.65

Re-fit 300# (Inlet) No. 0.66 0.94 0.76 0.92 0.79 0.98 0.82 1.04 1.26 1.24 1.69 2.92 3.96 4.08

Re-fit 600# (Inlet) No. 0.66 0.94 0.76 0.92 0.79 0.98 0.82 1.07 1.29 1.25 1.75 3.10 4.14 4.33

Re-fit 900# (Inlet) No. 0.66 0.94 0.76 1.01 0.79 1.07 0.82 1.16 1.38 1.34 1.84 3.31 4.35 4.60

Re-fit 1500# (Inlet) No. 0.66 0.94 0.76 1.01 0.79 1.07 0.82 1.19 1.41 1.35 1.90 3.50 4.54 4.84

Inlet Pipe Diameter

Description

39

FA.2.13 Fire Monitors (Hydrants)

Fire Monitors (Hydrants)

n.b. - mm 80 100

n.b. - inches 3" 4"

Remove No. 0.46 0.65

Refit No. 0.46 0.65

Water Inlet Pipe Diameter

Description

40

FA.2.14 Hoses (Flanged Connection)

Hoses (Flanged connection)

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300

n.b. - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"

Remove 150# No. 0.49 0.49 0.50 0.52 0.57 0.59 0.61 0.92 1.09 1.24 2.08 2.24

Remove 300# No. 0.49 0.53 0.61 0.67 0.97 1.04 1.11 1.24 1.75 2.02 2.96 3.34

Remove 600# No. 0.49 0.53 0.61 0.67 0.97 1.07 1.16 1.35 2.08 2.45 3.62 4.77

Remove 900# No. 0.49 0.53 0.61 0.67 1.13 1.23 1.33 1.52 2.46 2.94 4.11 5.26

pressure test 150# No. 0.63 0.63 0.63 0.67 0.76 0.77 0.82 1.42 1.72 2.01 3.72 4.01

Pressure test 300# No. 0.63 0.72 0.86 0.99 1.59 1.73 1.88 2.12 3.12 3.65 5.58 6.33

Pressure test 600# No. 0.63 0.72 0.86 0.99 1.59 1.78 1.99 2.35 3.82 4.57 6.97 9.35

Pressure test 900# No. 0.63 0.72 0.86 0.99 1.93 2.12 2.35 2.69 4.62 5.60 8.00 10.39

Re-fit 150# No. 0.76 0.76 0.78 0.82 0.91 0.94 0.97 1.37 1.63 1.86 2.89 3.12

Re-fit 300# No. 0.76 0.81 0.91 1.01 1.37 1.48 1.56 1.76 2.40 2.76 3.93 4.41

Re-fit 600# No. 0.76 0.81 0.91 1.01 1.37 1.50 1.62 1.89 2.79 3.28 4.71 6.10

Re-fit 900# No. 0.76 0.81 0.91 1.01 1.56 1.69 1.82 2.07 3.24 3.86 5.28 6.67

Pipe Diameter

Description

41

FA.2.15 Hoses (Screwed Connection) Hoses (Screwed connection)

n.b. - mm 15 20 25 40 50 65 80 100

n.b. - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4"

Remove 150# No. 0.40 0.40 0.42 0.47 0.56 0.65 0.72 0.93

pressure test 150# No. 0.62 0.62 0.65 0.73 0.84 0.93 1.02 1.27

Re-fit 150# No. 0.43 0.43 0.43 0.53 0.69 0.82 0.98 1.34

Pipe Diameter

Description

42

FA.2.16 Hoses > 1m (3ft) (e.o. norm) Hoses > 1m (e.o. norm)

Description n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300

> 1m, e.o. Remove (all ratings) m 0.20 0.20 0.22 0.23 0.24 0.27 0.28 0.31 0.37 0.41 0.48 0.52

> 1m, e.o. Re-fit (all ratings) m 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10

Pipe Diameter

Hoses > 3ft (e.o. norm)

Description n.b. - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4 " 6" 8" 10" 12"

> 3ft, e.o. Remove (all ratings) m 0.20 0.20 0.22 0.23 0.24 0.27 0.28 0.31 0.37 0.41 0.48 0.52

> 3ft, e.o. Re-fit (all ratings) m 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10

Pipe Diameter

43

FA.2.17 Bellows

Bellows

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300

n.b. - inch 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"

Remove 150# No. 0.47 0.47 0.50 0.52 0.58 0.61 0.63 0.96 1.30 2.09 3.33 4.01

Remove 300# No. 0.47 0.51 0.61 0.67 0.98 1.05 1.13 1.29 1.97 2.87 4.22 5.11

Remove 600# No. 0.47 0.51 0.61 0.67 0.98 1.08 1.18 1.39 2.29 3.30 4.87 6.54

Remove 900# No. 0.47 0.51 0.61 0.67 1.14 1.24 1.35 1.56 2.67 3.79 5.36 7.03

pressure test 150# No. 0.63 0.63 0.63 0.67 0.76 0.77 0.82 1.42 1.72 2.01 3.72 4.01

Pressure test 300# No. 0.63 0.72 0.86 0.99 1.59 1.73 1.88 2.12 3.12 3.65 5.58 6.33

Pressure test 600# No. 0.63 0.72 0.86 0.99 1.59 1.78 1.99 2.35 3.82 4.57 6.97 9.35

Pressure test 900# No. 0.63 0.72 0.86 0.99 1.93 2.12 2.35 2.69 4.62 5.60 8.00 10.39

Re-fit 150# No. 0.59 0.59 0.63 0.66 0.75 0.78 0.81 1.21 1.66 2.76 4.32 5.26

Re-fit 300# No. 0.59 0.65 0.76 0.84 1.21 1.32 1.40 1.60 2.44 3.67 5.36 6.55

Re-fit 600# No. 0.59 0.65 0.76 0.84 1.21 1.35 1.46 1.73 2.83 4.19 6.13 8.24

Re-fit 900# No. 0.59 0.65 0.76 0.84 1.40 1.53 1.66 1.92 3.28 4.77 6.71 8.81

Pipe Diameter

Description

44

FA.2.18 Liquid Pulsation Dampers

Liquid Pulsation Dampers

n.e. 100mmover 100mm n.e. 150mm

n.e. 4"over 4" n.e. 6"

Bladder pressure check No. 0.20 0.20

Bladder pressure adjust No. 0.25 0.25

Bladder replace No. 0.35 0.75

Chamber External Diameter

Description Unit

FA.2.19 Plate Packs

Plate Packs

Description Unit n.e. 1 Teover 1 n.e.

2 Teover 2 n.e.

4 Teover 4 n.e.

6 Teover 6 n.e.

8 Teover 8 n.e.

10 Te

Remove / Re-fit No. 0.83 1.66 3.22 4.78 6.24 7.60

Total Plate Weight

45

FA.2.20 Ejectors

Ejectors

n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300

n.b. - inch 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"

Remove 150# (Outlet) No. 0.73 0.73 0.76 0.78 0.84 0.87 0.89 1.22 1.56 2.35 3.59 4.27

Remove 300# (Outlet) No. 0.73 0.77 0.87 0.93 1.24 1.31 1.39 1.55 2.23 3.13 4.48 5.37

Remove 600# (Outlet) No. 0.73 0.77 0.87 0.93 1.24 1.34 1.44 1.65 2.55 3.56 5.13 6.80

Strip 150# (Outlet) No. 0.19 0.19 0.19 0.29 0.31 0.31 0.35 0.50 0.58 0.63 1.02 1.12

Strip 300# (Outlet) No. 0.19 0.21 0.25 0.37 0.51 0.58 0.60 0.69 0.91 1.02 1.50 1.67

Strip 600# (Outlet) No. 0.19 0.21 0.25 0.37 0.55 0.59 0.66 0.74 1.08 1.28 1.83 2.38

Rebuild 150# (Outlet) No. 0.17 0.17 0.17 0.17 0.20 0.20 0.20 0.54 0.61 0.71 1.14 1.20



Re-fit 150# (Outlet) No. 0.87 0.87 0.91 0.94 1.03 1.06 1.09 1.49 1.94 1.04 4.36 5.26

Re-fit 300# (Outlet) No. 0.87 0.87 0.91 0.94 1.03 1.06 1.09 1.49 1.94 1.04 5.60 6.46

Re-fit 600# (Outlet) No. 0.87 0.93 1.04 1.12 1.49 1.63 1.74 2.01 3.11 5.47 6.08 8.06

Outlet Pipe Diameter

Description

46

FA.2.21 Filters

Filters (Plenty Type)

n.b. - mm 25 40 50 80 100 150 200 250 300

n.b. - inch 1" 1 1/2" 2" 3" 4" 6" 8" 10" 12"

Remove, Overhaul & Re-fit 150# No. 0.70 0.70 0.70 0.70 1.30 1.40 1.60 3.10 3.10





Pipe Diameter

Description

Filters (Bolted Lid Type)

n.b. - mm 25 40 50 80 100 150 200 250 300

n.b. - inch 1" 1 1/2" 2" 3" 4" 6" 8" 10" 12"






Pipe Diameter

Description

47

FB.1 Rotating Equipment Norms

FB.2.1 Single stage pumps

n.e. 50kw>50kw n.e

100kw

n.e. 68hp>68hp n.e

136hpChange element bundle complete with casing cover (use old impellor)

No. 4.00 4.60

Overhaul element bundle complete with casing cover No. 5.00 5.75

UnitDescription

Rating

Single stage pump with cartridge seal

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp

Element bundle complete with casing cover - full overhaul No. 10.00 11.50 13.00

element bundle complete with casing cover - partial overhaul

No. 8.00 9.20 10.40

Rating

Single stage pump with single, component type seal

UnitDescription

48

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hpElement bundle complete with casing cover - full overhaul and barrier fluid vessel drain clean and refill

No. 12.00 13.80 15.60

Element bundle complete with casing cover - partial overhaul and barrier fluid vessel drain clean and refill

No. 10.00 11.50 13.00

Rating

Single stage pump with double component seal

UnitDescription

FB.2.2 Split horizontal pumps

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw

n.e.200kw>200kw n.e.

250kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp

Complete overhaul No. 20.00 23.00 26.00 32.00 38.00

Partial overhaul. Mech seal and bearing change. No. 14.00 16.10 18.20 22.70 27.20

Split horizontal pump with 2 single mechanical compo nent seals

UnitDescription

Rating

49

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp

Complete overhaul No. 21.00 24.15 27.30 33.60 39.90

Partial overhaul. Mech seal and bearing change. No. 16.00 18.40 20.80 25.60 30.40

Split horizontal pump with 2 double mechanical compo nent seals

Description

Rating

Unit

FB.2.3 Split vertical pumps

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp

Complete overhaul No. 35.00 40.25 45.50

Partial overhaul. Mech seal and bearing change. No. 11.00 12.65 14.30

UnitDescription

Rating

Split vertical pump with 2 double mechanical componen t seals

50

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp

Complete overhaul No. 33.00 37.95 42.90

Partial overhaul. Mech seal and bearing change. No. 9.00 10.35 11.70

UnitDescription

Split vertical pump with 2 single mechanicalcomponent seals

Rating

FB.2.4 Pump Removal/Refit

Pump Removal/Refit

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp

Vertical pump remove for overhaul No. 2.46 3.57 4.81 5.95

Vertical pump replace after overhaul No. 2.46 3.57 4.81 5.95

Horizontal pump remove for overhaul No. 2.16 2.80 3.60 4.40 5.19

Horizontal pump replace after overhaul No. 2.16 2.80 3.60 4.40 5.19

UnitDescription

Rating

51

FB.2.5 Coupling Variations

Coupling Variations

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp

Metal Diaphragm 0.10 0.14 0.19 0.23 0.28

Elastomer Tyre (-0.1) (-0.12) (-0.15) (-0.17) (-0.20)

Jaw (-0.14) (-0.17) (-0.20) (-0.23) (-0.26)

UnitDescription

Rating

FB.2.6 Reciprocating dosing pump

Rating

n.e. 50kw

n.e. 68hp

Partial overhaul No. 3.00

UnitDescription

Reciprocating dosing pump

52

FB.2.7 Miscellaneous pump work Miscellaneous Pump Work.

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw>250kw n.e.

300kw

>300kw n.e.

350kw

>350kw n.e.

400kw>400kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp>340hp n.e.

408hp>408hp

n.e. 476hp>476hp

n.e. 544hp>544hp

Remove element bundle complete with casing cover No. 1.00 1.15 1.30 1.50

Refit element bundle complete with casing cover No. 0.75 0.86 0.98 1.10

Renew wear ring No. 0.70 1.00 1.30 1.60 1.90 2.20 2.50 2.80 3.10

Repair cartridge seal No. 1.10 1.50 1.95 2.40 2.85 3.30 3.75 4.20 4.65

Remove volute casing No. 1.90 2.50 3.25 4.00 4.75 5.50 6.25 7.00 7.75

Refit volute casing No. 1.90 2.50 3.25 4.00 4.75 5.50 6.25 7.00 7.75

Repack stuffing box No. 0.10 0.11 0.13 0.16 0.19 0.22 0.25 0.28 0.31

UnitDescription

Rating

53

Pump Lubrication

Rating

n.e.250kw

n.e. 340hp

Single seal No. 1.00

Single seal and gear coupling No. 1.50

Double seal No. 2.00

Double seal and gear coupling No. 2.50

Reciprocating dosing pump No. 0.50

UnitDescription

54

Reciprocating compressor

n.e. 170mm >170mm

n.e. 6inch >6 inch

Valve removal and refit No. 1.50 2.00

UnitDescription

Diameter mm

ne. 100 ltr>100ltr ne

200ltr>200ltr ne

300ltr>300ltr ne

400ltr

ne. 26 gal>26gal ne

52gal>52gal ne

78gal>78gal ne

104gal

Oil change No. 2.00 4.00 9.00 10.00

UnitDescription

Capacity liters

FB.2.8 Fin Fans Fin Fans

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw>250kw n.e.

300kw

>300kw n.e.

350kw

>350kw n.e.

400kw>400kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp>340hp n.e.

408hp>408hp

n.e. 476hp>476hp

n.e. 544hp>544hp

Replace bearings No. 1.80 2.20 2.60 3.20 3.80 4.40 5.00 5.60 6.20

Renew drive belts No. 0.48 0.56 0.65 0.80 0.95 1.10 1.25 1.40 1.55

Replace motor pulley No. 0.48 0.56 0.65 0.80 0.95 1.10 1.25 1.40 1.55

Replace fan pulley No. 2.48 2.86 3.25 4.00 4.75 5.50 6.25 7.00 7.75

UnitDescription

Rating

55

FB.2.9 Electric Motors Electric motors

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw>250kw n.e.

300kw

>300kw n.e.

350kw

>350kw n.e.

400kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp>340hp n.e.

408hp>408hp

n.e. 476hp>476hp

n.e. 544hp

Remove motor No. 2.16 2.80 3.60 4.40 5.19 6.00 6.80 7.60

Refit motor No. 2.16 2.80 3.60 4.40 5.19 6.00 6.80 7.60

Description Unit

Rating

FB.2.10 Alignment Alignment

n.e. 50kw>50kw n.e

100kw>100kw n.e

150kw>150kw


250kw>250kw n.e.

300kw

n.e. 68hp>68hp n.e

136hp>136hp n.e

204hp>204hp

n.e.272hp>272 n.e.

340hp>340hp n.e.

408hp

Align and adjust No. 2.10 2.28 2.50 2.71 3.18 3.61

UnitDescription

Rating

56

G.1 HVAC Norms

G.2.1 Square Galvanised Carbon Steel

Square or Rectangular Ductwork

FabricateUoM n.e. 1.5mm

thickover 1.5mmn.e. 2.0mm

thick

over 2mmn.e. 3mm

thick

over 3mmn.e. 5mm

thick

N.E. 1000mm girth m 0.67 1.79 2.70 3.74Over 1000mm n.e. 2000mm girth m 1.79 3.13 4.02 6.34Over 2000mm n.e. 3000mm girth m 4.03 5.41 6.33 9.71Over 3000mm n.e. 4000mm girth m 6.22 7.61 9.03 13.64Over 4000mm n.e. 5000mm girth m 7.79 9.85 11.69 17.65Over 5000mm n.e. 6000mm girth m 9.62 12.66 15.03 22.71Over 6000mm n.e. 7000mm girth m 11.77 16.47 19.55 29.53Over 7000mm n.e. 8000mm girth m 14.54 19.11 22.68 34.26

Fabricate Fittings

UoM E.O. for Bend

E.O. for Branch/tee

E.O. for Reducer

E.O. for Flexible

connection

E.O. for Bend

E.O. for Branch/tee

E.O. for Reducer

E.O. for Flexible

connection

E.O. for Bend

E.O. for Branch/te

e

E.O. for Reducer

E.O. for Flexible

connection

E.O. for Bend

E.O. for Branch/te

e

E.O. for Reducer

E.O. for Flexible

connection

N.E. 1000mm girth No 1.34 2.37 0.49 1.12 2.55 2.55 0.54 1.25 3.57 3.67 0.76 1.40 8.03 7.64 1.37 1.57Over 1000mm n.e. 2000mm girth No 1.70 2.64 0.58 1.21 3.36 2.86 0.63 1.70 4.36 3.55 0.78 2.39 9.16 4.97 1.32 3.37Over 2000mm n.e. 3000mm girth No 2.42 4.39 0.76 1.43 4.30 4.74 0.81 1.97 4.73 6.07 0.93 2.71 9.21 8.01 1.20 3.72Over 3000mm n.e. 4000mm girth No 3.94 5.77 0.98 2.15 5.50 6.62 1.03 2.46 6.05 7.95 1.18 2.82 11.81 10.49 1.54 3.23Over 4000mm n.e. 5000mm girth No 5.64 6.13 1.16 2.60 6.58 8.23 1.34 2.86 7.24 9.88 1.54 3.16 14.11 13.04 2.01 3.49Over 5000mm n.e. 6000mm girth No 6.49 8.68 1.34 3.49 7.20 11.14 1.43 3.58 7.93 13.37 1.65 3.67 15.45 17.65 2.14 3.77Over 6000mm n.e. 7000mm girth No 6.80 10.83 1.57 4.48 7.61 14.05 1.70 4.70 8.37 16.86 1.96 4.93 16.32 22.26 2.54 5.18Over 7000mm n.e. 8000mm girth No 7.38 13.47 1.75 5.24 8.19 16.83 1.92 5.64 9.01 20.19 2.21 6.07 17.57 26.65 2.88 6.54

over 2mm n.e. 3mm thick over 3mm n.e. 5mm thickn.e. 1.5mm thick over 1.5mm n.e. 2.0mm thick

57

Erect incl. in-line fittings & stiffeners

UoM n.e. 1.5mm thick

over 1.5mmn.e. 2.0mm

thick

over 2mmn.e. 3mm

thick

over 3mmn.e. 5mm

thick

N.E. 1000mm girth m 0.36 0.76 1.21 1.57Over 1000mm n.e. 2000mm girth m 0.76 1.30 1.88 2.69Over 2000mm n.e. 3000mm girth m 1.25 2.10 2.91 3.54Over 3000mm n.e. 4000mm girth m 1.97 2.91 3.85 4.21Over 4000mm n.e. 5000mm girth m 2.46 3.76 5.10 5.46Over 5000mm n.e. 6000mm girth m 3.04 4.88 6.76 8.23Over 6000mm n.e. 7000mm girth m 3.71 6.40 9.04 9.40Over 7000mm n.e. 8000mm girth m 4.61 7.38 10.16 14.95

58

G.2.2 Circular Galvanised Carbon Steel

Circular Ductwork

FabricateUoM n.e. 1.5mm

thickOver 1.5mm

n.e. 2mm thick

Over 2mmn.e. 3mm

thick

Over 3mmn.e. 5mm

thick

n.e. 200mm m 0.67 1.92 3.22 4.56Over 200mm n.e. 300mm m 1.21 2.46 3.71 5.15Over 300mm n.e. 400mm m 1.79 2.91 4.03 5.68Over 400mm n.e. 500mm m 2.33 3.36 4.43 6.80Over 500mm n.e. 600mm m 2.77 3.94 5.06 7.97Over 600mm n.e. 700mm m 3.31 4.34 5.33 9.13Over 700mm n.e. 800mm m 3.94 5.01 6.09 12.98Over 800mm n.e. 900mm m 4.56 5.55 6.49 14.01Over 900mm n.e. 1000mm m 4.97 6.09 7.20 14.63Over 1000mm n.e. 1100mm m 6.58 7.97 9.40 15.44Over 1100mm n.e. 1200mm m 7.20 8.86 10.52 15.89Over 1200mm n.e. 1300mm m 7.74 9.40 11.10 16.74

59

Fabricate in-line Fittings

UoM E.O. for Bend

E.O. for Branch/tee

E.O. for Reducer

E.O. for Flexible

connection

E.O. for Bend

E.O. for Branch/tee

E.O. for Reducer

E.O. for Flexible

connection

E.O. for Bend

E.O. for Branch/tee

E.O. for Reducer

E.O. for Flexible

connection

E.O. for Bend

E.O. for Branch/tee

E.O. for Reducer

E.O. for Flexible

connection

n.e. 200mm No 0.58 0.22 0.81 0.94 1.21 0.67 0.98 0.94 1.83 1.12 1.16 0.94 5.33 2.24 1.86 0.94Over 200mm n.e. 300mm No 0.90 0.40 1.57 1.16 2.15 0.81 2.73 1.16 2.46 1.16 3.89 1.16 5.55 2.42 7.01 1.16Over 300mm n.e. 400mm No 1.16 0.58 2.46 1.61 1.97 0.94 3.45 1.61 2.73 1.30 4.43 1.61 6.04 2.64 8.42 1.61Over 400mm n.e. 500mm No 1.43 0.76 3.00 1.83 2.19 1.16 3.98 1.83 3.00 1.57 4.97 1.83 6.49 3.04 9.35 1.83Over 500mm n.e. 600mm No 1.79 0.98 3.58 2.06 2.55 1.34 4.74 2.06 3.31 1.66 5.86 2.06 7.43 3.13 10.20 2.06Over 600mm n.e. 700mm No 2.10 1.12 4.21 2.33 2.82 1.52 5.19 2.33 3.49 1.97 6.13 2.33 7.97 3.40 11.05 2.33Over 700mm n.e. 800mm No 2.37 1.21 5.06 2.64 3.09 1.34 5.77 2.64 3.98 2.06 6.53 2.64 8.23 3.54 11.90 2.60Over 800mm n.e. 900mm No 2.69 1.48 5.37 3.04 3.54 2.10 6.40 3.04 4.34 2.69 7.38 3.04 9.08 3.71 12.71 3.04Over 900mm n.e. 1000mm No 3.00 1.48 6.00 3.40 3.85 2.24 7.03 3.40 4.70 3.04 8.01 2.95 9.31 4.12 13.34 3.40Over 1000mm n.e. 1100mm No 4.03 2.15 8.19 3.76 4.52 2.64 9.44 3.76 5.01 3.13 10.74 3.76 9.80 4.30 14.14 3.76Over 1100mm n.e. 1200mm No 4.43 2.42 8.73 4.07 4.88 2.95 10.16 4.07 5.28 3.54 11.59 4.07 10.34 4.65 14.90 4.03Over 1200mm n.e. 1300mm No 4.79 2.51 8.95 4.43 5.10 3.13 10.70 4.43 5.41 3.76 12.49 4.43 10.83 5.46 15.75 4.39

over 2mm n.e. 3mm thick over 3mm n.e. 5mm thickn.e. 1.5mm thick over 1.5mm n.e. 2.0mm thick

Erect incl. in-line fittings & stiffeners

UoM n.e. 1.5mm thick

Over 1.5mmn.e. 2mm

thick

Over 2mmn.e. 3mm

thick

Over 3mmn.e. 5mm

thick

n.e. 200mm m 0.36 0.85 1.43 1.52Over 200mm n.e. 300mm m 0.45 1.03 1.66 1.88Over 300mm n.e. 400mm m 0.85 1.34 1.83 2.01Over 400mm n.e. 500mm m 0.98 1.52 2.01 2.28Over 500mm n.e. 600mm m 1.16 1.70 2.28 2.46Over 600mm n.e. 700mm m 1.25 1.83 2.37 2.91Over 700mm n.e. 800mm m 1.30 2.06 2.82 4.30Over 800mm n.e. 900mm m 1.52 2.24 2.91 4.65Over 900mm n.e. 1000mm m 1.66 2.46 3.27 4.88Over 1000mm n.e. 1100mm m 2.19 3.22 4.21 5.15Over 1100mm n.e. 1200mm m 2.28 3.49 4.74 5.28Over 1200mm n.e. 1300mm m 2.42 3.71 4.97 5.59

60

G.2.3 Spiral Wound Galvanised Carbon Steel

Spirally Wound Ductwork

FabricateUoM

n.e. 200mm m 1.48Over 200mm n.e. 300mm m 1.66Over 300mm n.e. 400mm m 2.46Over 400mm n.e. 500mm m 2.91Over 500mm n.e. 600mm m 3.36Over 600mm n.e. 700mm m 3.67Over 700mm n.e. 800mm m 4.30Over 800mm n.e. 900mm m 5.28Over 900mm n.e. 1000mm m 5.73Over 1000mm n.e. 1100mm m 7.92Over 1100mm n.e. 1200mm m 8.50Over 1200mm n.e. 1300mm m 9.08

Erect incl. in-line fittings & stiffenersUoM

n.e. 200mm m 0.36Over 200mm n.e. 300mm m 0.45Over 300mm n.e. 400mm m 0.85Over 400mm n.e. 500mm m 0.98Over 500mm n.e. 600mm m 1.16Over 600mm n.e. 700mm m 1.25Over 700mm n.e. 800mm m 1.30Over 800mm n.e. 900mm m 1.52Over 900mm n.e. 1000mm m 1.66Over 1000mm n.e. 1100mm m 2.19Over 1100mm n.e. 1200mm m 2.35Over 1200mm n.e. 1300mm m 2.51

61

G.2.4 Fittings Galvanised Carbon Steel

Install Fittings to erected ductwork

UoM n.e. 0.20m2 over 0.20n.e. 0.50m2

over 0.50n.e. 1.00m2

over 1n.e. 2m2

over 2n.e. 3m2

over 3n.e. 4m2

Grille No 0.58 0.76 0.94 1.16 1.34 1.79Attenuator No 1.79 2.37 3.58 4.74 5.33 6.71Access door No 0.58 0.76 0.94 1.16 1.34 1.79Stop end No 0.58 0.76 0.94 1.16 1.34 1.79Bird mesh screen No 0.58 0.76 0.94 1.16 1.34 1.79Weather louvre No 0.76 0.81 1.12 1.48 1.66 2.10Plenum No 1.79 2.37 3.58 4.74 5.33 6.71

Cross sectional area

62

G.2.5 Equipment Galvanised Carbon Steel

Install Equipment

UoM n.e. 0.025 each

over 0.025 n.e. 0.050

each

over 0.050 n.e. 0.10

each

over 0.1 n.e. 0.50 each

over 0.50 n.e. 1.00

each

over 1.00 n.e. 2.00

each

over 2.00 n.e. 5.00

each

over 5.00 n.e. 10.00

each

Fire/gas damper No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Volume control damper No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Non-return/backdr damper No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Pressure relief damper No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Isolation damper No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Supply fan No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Extract fan No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Vent fan No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Filter No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Moisture eliminator No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Humidifier No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Diffuser No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Heater battery No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Filter coalescer No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Cooling coil No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Heating coil No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Plenum box No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66Control panel No 1.79 2.37 3.58 4.74 7.16 11.90 23.85 47.66

Tonnes

63

G.2.6 Supports

Galvanised Carbon Steel

Steel Supports

Fabricate & ErectUoM

N.E. 10kg each Kg 0.58Over 10 n.e. 25kg each Kg 0.49Over 25 n.e. 50kg each Kg 0.40Over 50 n.e. 100kg each Kg 0.36Over 100 n.e. 250kg each Kg 0.31

UnistrutUoM

Assemble & erect m 0.36

64

H.1 Mechanical Pipework Norms

H.2.1 Pipework Fabrication Sch10 Pipework Fabrication Material Carbon Steel

Standard Norms Location Workshop

Pipe Schedule Sch 10

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 28" 30" 32"n.b. - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 700 750 800

Work Operation W.T. - mm 2.11 2.77 2.77 2.77 3.05 3.05 3.05 3.40 6.35 6.35 6.35 6.35 6.35 6.35 6.35 6.35 7.92 7.92 7.92Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.22 0.26 0.33 0.43 0.54 0.65 0.76 0.86 0.98 1.08 1.19 1.48 1.73 1.87 2.00

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.26 0.29 0.36 0.50 0.65 0.79 0.94 1.08 1.22 1.37 1.51 1.90 2.22 2.34 2.49

Pulled Bend Unit hrs 0.18 0.18 0.22 0.29 0.40 0.58 0.76 1.12

Thread End Unit hrs 0.11 0.15 0.17 0.18 0.20 0.24 0.27 0.34

Make Screwed Joint Unit hrs 0.11 0.11 0.11 0.14 0.18 0.22 0.26 0.36

Butt Weld Unit hrs 0.44 0.61 0.82 1.05 1.26 1.45 1.61 1.96 2.50 3.06 3.61 4.17 4.71 5.27 5.82 6.38 7.64 8.91 10.52 11.22

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.12 1.38 1.54 1.68 2.00 2.54 3.10 3.65 4.21 4.75 5.31 5.86 6.42 7.64 8.91 10.45 11.14

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.76 0.93 1.03 1.12 1.32 1.67 2.03 2.38 2.74 3.10 3.46 3.81 4.17 5.04 5.88 6.89 7.35

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.40 1.67 1.92 2.14 2.60 3.42 4.22 5.04 5.85 6.66 7.47 8.29 9.10 10.63 12.40 14.36 15.32

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.82 2.26 2.57 2.86 3.47 4.50 5.53 6.55 7.58 8.61 9.55 10.58 11.61 13.74 16.03 18.35 19.57

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.50 4.33 4.90 5.47 6.62 8.56 10.51 12.46 14.38 16.35 18.13 20.07 22.02 26.01 30.34 34.83 37.15

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.26 2.71 3.06 3.39 4.07 5.30 6.52 7.75 8.97 10.20 11.46 12.65 13.86 16.90 19.71 22.49 23.99

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.33 5.21 5.86 6.50 7.78 10.10 12.39 14.71 17.00 19.32 21.69 23.93 26.22 31.89 37.20 42.64 45.48

Weld Weldolet Unit hrs 0.86 1.15 1.48 1.81 2.14 2.40 2.65 3.15 3.90 4.65 5.30 6.14 7.02 7.84 8.66 9.48 11.36

Weld Latrolet Unit hrs 0.98 1.32 1.73 2.14 2.54 2.88 3.19 3.86 5.02 6.18 7.33 8.49

Weld Elbolet Unit hrs 1.16 1.62 2.12 2.62 3.11 3.50 3.86 4.61 5.50 6.39

Socket weld Unit hrs 0.20 0.25 0.33 0.41 0.52 0.58 0.64 0.75 0.98 1.22

65




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b. - mm 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 6.35 6.35 6.35 7.92 7.92 7.92 9.52 9.52 12.70 12.70 12.70 12.70 12.70Square Cut Unit hrs 0.54 0.65 0.76 0.86 0.98 1.08 1.19 1.48 1.60 1.73 1.87 2.00 2.27

Mitre Cut Unit hrs 0.65 0.79 0.94 1.08 1.22 1.37 1.51 1.90 2.06 2.22 2.34 2.49 2.78

Pulled Bend Unit hrs

Thread End Unit hrs

Make Screwed Joint Unit hrs

Butt Weld Unit hrs 3.06 3.61 4.17 4.71 5.27 5.82 6.38 7.64 8.28 8.91 10.52 11.22 12.66

Weld Neck Flange Weld Unit hrs 3.10 3.65 4.21 4.75 5.31 5.86 6.42 7.64 8.28 8.91 10.45 11.14 12.51

Slip On Flange Weld Unit hrs 2.03 2.38 2.74 3.10 3.46 3.81 4.17 5.04 5.46 5.88 6.89 7.35 8.24

Mitre Butt Weld Unit hrs 4.22 5.04 5.85 6.66 7.47 8.29 9.10 10.63 11.52 12.40 14.36 15.32 17.16

90 Branch Weld Unreinforced Unit hrs 5.53 6.55 7.58 8.61 9.55 10.58 11.61 13.74 14.89 16.03 18.35 19.57 22.07

90 Branch Weld Reinforced Unit hrs 10.51 12.46 14.38 16.35 18.13 20.07 22.02 26.01 28.18 30.34 34.83 37.15 41.86

Angle Branch Weld Unreinforced Unit hrs 6.52 7.75 8.97 10.20 11.46 12.65 13.86 16.90 18.30 19.71 22.49 23.99 26.95

Angle Branch Weld Reinforced Unit hrs 12.39 14.71 17.00 19.32 21.69 23.93 26.22 31.89 34.55 37.20 42.64 45.48 51.13

Weld Weldolet Unit hrs 4.65 5.30 6.14 7.02 7.84 8.66 9.48 11.36

Weld Latrolet Unit hrs 6.18 7.33 8.49

Weld Elbolet Unit hrs 6.39

Socket weld Unit hrs 1.22

66




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 7.03 7.79 8.38 9.52 9.52 11.12 12.70 14.30 15.88 15.88 15.88 15.88 15.88Square Cut Unit hrs 0.54 0.65 0.76 0.86 0.98 1.08 1.19 1.78 1.92 2.07 2.25 2.40 2.73

Mitre Cut Unit hrs 0.65 0.79 0.94 1.08 1.22 1.37 1.51 2.28 2.48 2.67 2.80 2.99 3.33


Thread End Unit hrs


Butt Weld Unit hrs 3.06 3.61 4.17 4.71 5.27 6.39 7.00 9.86 10.68 11.50 12.35 13.18 14.86

Weld Neck Flange Weld Unit hrs 3.10 3.65 4.21 4.75 5.31 6.43 7.04 9.86 10.68 11.50 12.28 13.10 14.72

Slip On Flange Weld Unit hrs 2.03 2.38 2.74 3.10 3.46 4.19 4.58 6.44 6.98 7.51 8.01 8.55 9.60

Mitre Butt Weld Unit hrs 4.22 5.04 5.85 6.66 7.47 8.97 9.84 13.65 14.78 15.92 16.96 18.10 20.27

90 Branch Weld Unreinforced Unit hrs 5.53 6.55 7.58 8.61 9.55 11.24 12.33 17.57 19.03 20.50 22.02 23.49 26.48

90 Branch Weld Reinforced Unit hrs 10.51 12.46 14.38 16.35 18.13 21.39 23.47 33.36 36.14 38.92 41.79 44.58 50.23

Angle Branch Weld Unreinforced Unit hrs 6.52 7.75 8.97 10.20 11.46 13.48 14.78 21.63 23.43 25.23 26.99 28.78 32.34

Angle Branch Weld Reinforced Unit hrs 12.39 14.71 17.00 19.32 21.69 25.60 28.05 40.97 44.38 47.80 51.17 54.58 61.36

Weld Weldolet Unit hrs 4.65 5.30 6.14 7.02 7.84 9.57 10.48 15.07 16.33 17.58



Socket Weld Unit hrs 1.22

67

H.2.4 Pipework Fabrication Std wall Pipework Fabrication Material Carbon Steel


Pipe Schedule Std Wall

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36" 42" 48"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900 1100 1200

Work Operation W.T. - mm 2.76 2.87 3.37 3.68 3.91 5.15 5.48 6.02 7.11 8.17 9.27 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52

Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.22 0.26 0.33 0.43 0.54 0.65 0.76 0.86 0.98 1.08 1.19 1.48 1.60 1.73 1.87 2.00 2.27 2.66 3.06

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.26 0.29 0.36 0.50 0.65 0.79 0.94 1.08 1.22 1.37 1.51 1.90 2.06 2.22 2.34 2.49 2.78 3.21 3.64




Butt Weld Unit hrs 0.44 0.61 0.82 1.05 1.26 1.45 1.61 1.96 2.50 3.06 3.61 4.17 4.71 5.27 5.82 6.38 7.64 8.28 8.91 9.58 10.21 11.52 13.46 15.40

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.12 1.38 1.54 1.68 2.00 2.54 3.10 3.65 4.21 4.75 5.31 5.86 6.42 7.64 8.28 8.91 9.50 10.14 11.38 13.24 15.11

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.76 0.93 1.03 1.12 1.32 1.67 2.03 2.38 2.74 3.10 3.46 3.81 4.17 5.04 5.46 5.88 6.26 6.68 7.50 8.72 9.95

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.40 1.67 1.92 2.14 2.60 3.42 4.22 5.04 5.85 6.66 7.47 8.29 9.10 10.63 11.52 12.40 13.22 14.10 15.79 18.38 20.96

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.82 2.26 2.57 2.86 3.47 4.50 5.53 6.55 7.58 8.61 9.55 10.58 11.61 13.74 14.89 16.03 17.22 18.37 20.71 24.19 27.68

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.50 4.33 4.90 5.47 6.62 8.56 10.51 12.46 14.38 16.35 18.13 20.07 22.02 26.01 28.18 30.34 32.58 34.75 39.15 45.72 52.30

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.26 2.71 3.06 3.39 4.07 5.30 6.52 7.75 8.97 10.20 11.46 12.65 13.86 16.90 18.30 19.71 21.08 22.49 25.26 29.45 33.62

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.33 5.21 5.86 6.50 7.78 10.10 12.39 14.71 17.00 19.32 21.69 23.93 26.22 31.89 34.55 37.20 39.82 42.48 47.75 55.69 63.61

Weld Weldolet Unit hrs 0.86 1.15 1.48 1.81 2.14 2.40 2.65 3.15 3.90 4.65 5.30 6.14 7.02 7.84 8.66 9.48 11.36 12.31 13.25



Socket Weld Unit hrs 0.20 0.25 0.33 0.41 0.52 0.58 0.64 0.75 0.98 1.22

68




n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 2.76 2.87 3.38 3.68 3.91 5.16 5.49 6.01 7.11 8.18 9.27 10.31 11.10 12.70 14.27 15.06 17.45 17.45 17.45 17.45 17.45 19.05Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.22 0.26 0.33 0.43 0.54 0.65 0.76 0.86 0.98 1.30 1.43 1.78 1.92 2.07 2.25 2.40 2.73

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.26 0.29 0.36 0.50 0.65 0.79 0.94 1.08 1.22 1.64 1.81 2.28 2.48 2.67 2.80 2.99 3.33




Butt Weld Unit hrs 0.44 0.61 0.82 1.05 1.26 1.45 1.61 1.96 2.50 3.06 3.61 4.58 5.18 5.79 7.51 8.23 10.94 11.85 12.77 13.72 14.64 16.51

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.12 1.38 1.54 1.68 2.00 2.54 3.10 3.65 4.62 5.22 5.83 7.55 8.27 10.94 11.85 12.77 13.65 14.56 16.37

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.76 0.93 1.03 1.12 1.32 1.67 2.03 2.38 3.02 3.40 3.80 4.86 5.32 7.17 7.77 8.36 8.92 9.52 10.68

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.40 1.67 1.92 2.14 2.60 3.42 4.22 5.04 6.34 7.22 8.09 10.60 11.63 14.97 16.22 17.47 18.62 19.87 22.26

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.82 2.26 2.57 2.86 3.47 4.50 5.53 6.55 8.08 9.16 10.15 13.48 14.80 18.87 20.44 22.02 23.65 25.23 28.45

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.50 4.33 4.90 5.47 6.62 8.56 10.51 12.46 15.36 17.46 19.32 25.67 28.16 35.97 38.96 41.96 45.06 48.07 54.16

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.26 2.71 3.06 3.39 4.07 5.30 6.52 7.75 9.57 10.88 12.21 16.18 17.74 23.26 25.20 27.14 29.03 30.96 34.79

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.33 5.21 5.86 6.50 7.78 10.10 12.39 14.71 18.20 20.68 23.20 30.72 33.66 44.24 47.92 51.61 55.25 58.93 66.26





69




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 10.31 12.70 14.27 15.06 16.66 19.05 20.62 24.59Square Cut Unit hrs 0.54 0.65 0.91 1.04 1.17 1.30 1.43 1.78

Mitre Cut Unit hrs 0.65 0.79 1.12 1.30 1.47 1.64 1.81 2.28


Thread End Unit hrs


Butt Weld Unit hrs 3.37 3.97 5.38 6.09 7.56 8.34 10.23 13.83

Weld Neck Flange Weld Unit hrs 3.41 4.01 5.42 6.13 7.60 8.38 10.27 13.83

Slip On Flange Weld Unit hrs 2.24 2.62 3.50 3.95 4.91 5.41 6.64 9.10

Mitre Butt Weld Unit hrs 4.59 5.47 7.49 8.53 10.45 11.58 13.99 18.50

90 Branch Weld Unreinforced Unit hrs 5.90 6.98 9.69 11.00 13.05 14.44 17.10 22.33

90 Branch Weld Reinforced Unit hrs 11.25 13.32 18.43 20.95 24.93 27.59 32.78 42.88

Angle Branch Weld Unreinforced Unit hrs 6.96 8.27 11.48 13.05 15.75 17.40 20.66 27.60

Angle Branch Weld Reinforced Unit hrs 13.27 15.75 21.84 24.81 30.04 33.15 39.51 52.91





70

H.2.7 Pipework Fabrication SchXS Pipework Fabrication Material Carbon Steel


Pipe Schedule Sch XS

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 3.73 3.91 4.55 5.08 5.54 7.01 7.62 8.56 10.97 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.22 0.26 0.33 0.43 0.54 0.65 0.76 0.86 0.98 1.08 1.19 1.48 1.60 1.73 1.87 2.00 2.27

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.26 0.29 0.36 0.50 0.65 0.79 0.94 1.08 1.22 1.37 1.51 1.90 2.06 2.22 2.34 2.49 2.78




Butt Weld Unit hrs 0.44 0.61 0.82 1.05 1.26 1.45 1.61 1.96 2.76 3.37 3.97 4.58 5.18 5.79 6.39 7.00 8.39 9.09 9.79 10.52 11.22 12.66

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.12 1.38 1.54 1.68 2.00 2.80 3.41 4.01 4.62 5.22 5.83 6.43 7.04 8.39 9.09 9.79 10.45 11.14 12.51

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.76 0.93 1.03 1.12 1.32 1.84 2.24 2.62 3.02 3.40 3.80 4.19 4.58 5.54 6.00 6.47 6.89 7.35 8.24

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.40 1.67 1.92 2.14 2.60 3.72 4.59 5.47 6.34 7.22 8.09 8.97 9.84 11.55 12.51 13.47 14.36 15.32 17.16

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.82 2.26 2.57 2.86 3.47 4.80 5.90 6.98 8.08 9.16 10.15 11.24 12.33 14.64 15.86 17.08 18.35 19.57 22.07

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.50 4.33 4.90 5.47 6.62 9.18 11.25 13.32 15.36 17.46 19.32 21.39 23.47 27.80 30.12 32.44 34.83 37.15 41.86

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.26 2.71 3.06 3.39 4.07 5.67 6.96 8.27 9.57 10.88 12.21 13.48 14.78 18.02 19.52 21.03 22.49 23.99 26.95

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.33 5.21 5.86 6.50 7.78 10.83 13.27 15.75 18.20 20.68 23.20 25.60 28.05 34.14 36.99 39.83 42.64 45.48 51.13





71




n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 3.73 3.91 4.55 5.08 5.54 7.01 7.62 8.56 10.97 12.70 15.06 17.45 19.05 21.41 23.80 26.19 30.94Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.22 0.26 0.33 0.43 0.54 0.78 0.91 1.04 1.17 1.30 1.79 2.22

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.26 0.29 0.36 0.50 0.65 0.95 1.12 1.30 1.47 1.64 2.27 2.86




Butt Weld Unit hrs 0.44 0.61 0.82 1.05 1.26 1.45 1.61 1.96 2.76 3.37 4.66 5.98 6.76 8.47 10.54 13.82 18.80

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.12 1.38 1.54 1.68 2.00 2.80 3.41 4.70 6.02 6.80 8.51 10.58 13.86 18.80

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.76 0.93 1.03 1.12 1.32 1.84 2.24 3.04 3.89 4.40 5.51 6.87 8.91 12.31

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.40 1.67 1.92 2.14 2.60 3.72 4.59 6.47 8.21 9.34 11.53 14.20 18.76 25.03

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.82 2.26 2.57 2.86 3.47 4.80 5.90 8.38 10.41 11.80 14.10 16.99 22.82 30.04

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.50 4.33 4.90 5.47 6.62 9.18 11.25 15.98 19.85 22.56 27.02 32.68 43.86 57.86

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.26 2.71 3.06 3.39 4.07 5.67 6.96 9.93 12.35 14.04 17.08 20.62 27.66 37.17

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.33 5.21 5.86 6.50 7.78 10.83 13.27 18.90 23.57 26.78 32.69 39.59 53.05 71.49





72




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 200 250 300 350 400 450 500 600




Thread End Unit hrs














73




n.b - inches 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 100 150 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 11.10 12.70 18.24 21.41 2.54 27.76 30.94 34.93 38.10 46.02Square Cut Unit hrs 0.33 0.52 0.65 0.78 0.91 1.30 1.46 1.62 1.79 2.22

Mitre Cut Unit hrs 0.36 0.60 0.78 0.95 1.12 1.62 1.84 2.05 2.27 2.86

Pulled Bend Unit hrs 1.12

Thread End Unit hrs 0.34

Make Screwed Joint Unit hrs 0.36

Butt Weld Unit hrs 2.16 3.24 4.41 5.82 7.58 10.25 13.01 15.49 18.20 26.66

Weld Neck Flange Weld Unit hrs 2.20 3.28 4.45 5.86 7.62 10.29 13.05 15.53 18.24 26.66

Slip On Flange Weld Unit hrs 1.45 2.13 2.88 3.80 4.95 6.62 8.42 10.04 11.81 17.59

Mitre Butt Weld Unit hrs 2.85 4.40 5.96 7.85 10.11 13.84 17.32 20.52 23.93 34.64

90 Branch Weld Unreinforced Unit hrs 3.72 5.77 7.61 9.76 12.30 17.08 20.61 24.12 27.88 39.47

90 Branch Weld Reinforced Unit hrs 7.11 11.01 14.57 18.75 23.62 32.86 39.76 46.63 53.96 76.71

Angle Branch Weld Unreinforced Unit hrs 4.35 6.80 8.99 11.59 14.65 20.39 25.13 29.43 34.07 49.00

Angle Branch Weld Reinforced Unit hrs 8.35 12.99 17.20 22.23 28.18 39.16 48.42 56.81 65.86 95.14

Weld Weldolet Unit hrs 3.52 5.20 6.93 8.84 11.61 16.13 20.50 24.44 28.74 42.21

Weld Latrolet Unit hrs 4.28 6.66 9.16 12.24 16.08

Weld Elbolet Unit hrs 5.17 7.36 9.54

Socket Weld Unit hrs 0.75 1.07 1.32

74




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 200 250 300 350 400 450 500 600




Thread End Unit hrs














75




n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 4.75 5.54 6.35 7.14 8.71 9.53 11.10 13.49 18.24 23.01 28.58 33.32 35.71 40.46 43.64 49.99 59.51Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.22 0.26 0.39 0.52 0.65 0.97 1.14 1.30 1.46 1.62 1.79 2.22

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.26 0.29 0.43 0.60 0.78 1.19 1.40 1.62 1.84 2.05 2.27 2.86




Butt Weld Unit hrs 0.44 0.61 0.82 1.05 1.26 1.45 1.78 2.54 3.61 4.95 7.87 11.14 13.52 16.13 20.36 23.83 31.53

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.12 1.38 1.54 1.86 2.58 3.65 4.99 7.91 11.18 13.56 16.17 20.40 23.87 31.53

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.76 0.93 1.03 1.24 1.68 2.37 3.24 5.09 7.23 8.78 10.48 13.26 15.54 20.85

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.40 1.67 1.92 2.35 3.36 4.85 6.61 10.55 14.64 17.72 21.01 26.28 30.58 40.59

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.82 2.26 2.57 3.08 4.46 6.21 8.26 13.07 17.54 20.96 24.20 29.74 34.37 45.30

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.50 4.33 4.90 5.89 8.53 11.91 15.87 25.16 33.80 40.63 46.94 57.86 66.95 88.38

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.26 2.71 3.06 3.64 5.22 7.32 9.76 15.53 20.93 25.14 29.67 36.54 42.30 56.32

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.33 5.21 5.86 6.99 10.02 14.04 18.74 29.87 40.46 48.65 57.51 71.04 82.34 109.78





76

H.2.13 Pipework Fabrication SchXXS Pipework Fabrication Material Carbon Steel


Pipe Schedule Sch XXS

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300

Work Operation W.T. - mm 7.47 7.82 9.09 10.16 11.07 14.02 15.24 17.12 21.95 22.23 25.40 25.40Square Cut Unit hrs 0.07 0.07 0.11 0.14 0.18 0.27 0.31 0.39 0.52 0.65 0.78 0.91

Mitre Cut Unit hrs 0.07 0.11 0.14 0.18 0.22 0.31 0.35 0.43 0.60 0.78 0.95 1.12




Butt Weld Unit hrs 0.44 0.61 0.82 1.17 1.41 1.90 2.10 2.83 4.06 4.95 6.58 7.58

Weld Neck Flange Weld Unit hrs 0.48 0.64 0.90 1.24 1.53 1.98 2.17 2.87 4.10 4.99 6.62 7.62

Slip On Flange Weld Unit hrs 0.36 0.44 0.61 0.84 1.03 1.31 1.42 1.87 2.67 3.24 4.30 4.95

Mitre Butt Weld Unit hrs 0.55 0.85 1.07 1.54 1.85 2.50 2.77 3.72 5.39 6.61 8.76 10.11

90 Branch Weld Unreinforced Unit hrs 0.81 1.09 1.40 1.96 2.43 3.31 3.69 4.82 6.75 8.26 10.67 12.30

90 Branch Weld Reinforced Unit hrs 1.54 2.10 2.69 3.79 4.68 6.35 7.07 9.25 12.99 15.87 20.56 23.62

Angle Branch Weld Unreinforced Unit hrs 1.00 1.40 1.78 2.43 2.92 3.94 4.37 5.63 7.96 9.76 12.68 14.65

Angle Branch Weld Reinforced Unit hrs 1.93 2.69 3.42 4.68 5.63 7.58 8.39 10.83 15.31 18.74 24.41 28.18

Weld Weldolet Unit hrs 0.86 1.15 1.48 2.05 2.42 3.24 3.57 4.76 6.61 7.82 10.03 11.61




77

H.2.14 Pipework Erection Sch10 Pipework Erection Material Carbon Steel

Standard Norms Location Ground level


n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 28" 30" 32"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 700 750 800

Work Operation W.T. - mm 2.11 2.77 2.77 2.77 3.05 3.05 3.05 3.40 6.35 6.35 6.35 6.35 6.35 6.35 6.35 6.35 7.92 7.92 7.92Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94 2.03 2.07 2.12

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43 1.47 1.49 1.51

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59 0.62 0.63 0.65

2B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43 0.45 0.45 0.46

3 Install Valves, steam traps, strainers and the like Unit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 10.42 11.02 12.20

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31 13.90 14.69 16.27

5 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.56 0.58 0.60

6 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.56 0.58 0.60

7 Make Flange Joint 150 # Unit hrs 0.17 0.17 0.17 0.17 0.19 0.19 0.19 0.36 0.42 0.49 0.94 1.01 1.10 1.49 1.72 2.17 2.46 3.13 3.47 3.85



10 Make Flange Joint 900 # Unit hrs 0.17 0.19 0.23 0.26 0.52 0.57 0.62 0.71 1.23 1.68 2.14 2.59 3.05 3.50 3.86 4.21 4.92


12 Make Flange Joint 2500 # Unit hrs 0.17 0.20 0.24 0.27 0.54 0.61 0.68 0.85 1.66 2.08 2.50 2.92

In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.30 0.32 0.39 0.50 0.58 0.68 0.78 0.91 1.04 1.17 1.30 1.53 1.79 1.92 2.04

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.29 0.34 0.45 0.59 0.73 0.88 1.02 1.16 1.30 1.45 1.59 1.80 2.10 2.25 2.40

15 Pulled Bend Unit hrs 0.19 0.19 0.23 0.31 0.42 0.60 0.78 1.14

16 Thread End Unit hrs 0.12 0.18 0.19 0.21 0.24 0.28 0.31 0.37

17 Make Screwed Joint Unit hrs 0.12 0.12 0.12 0.15 0.19 0.24 0.28 0.38

18 Butt Weld Unit hrs 0.51 0.66 0.88 1.12 1.38 1.53 1.66 2.02 2.60 3.17 3.74 4.32 4.92 5.54 6.14 6.75 8.01 10.07 11.11 11.86

19 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.19 1.44 1.59 1.72 2.08 2.66 3.23 3.81 4.38 4.99 5.61 6.21 6.82 7.97 10.00 11.01 11.74

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.86 1.07 1.20 1.30 1.50 1.88 2.22 2.59 2.94 3.34 3.73 4.13 4.51 5.35 6.71 7.39 7.88

21 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.48 1.76 2.01 2.24 2.71 3.51 4.30 5.10 5.90 6.70 7.49 8.31 9.12 10.83 13.49 14.82 15.82

22 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 1.96 2.35 2.66 2.96 3.57 4.59 5.58 6.59 7.59 8.63 9.66 10.70 11.74 14.31 17.53 19.14 20.42

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.36 2.78 3.17 3.54 4.30 5.57 6.82 8.09 9.33 10.63 11.93 13.23 14.53 17.37 21.31 23.28 24.84

24 Weld Weldolet Unit hrs 0.93 1.23 1.54 1.87 2.21 2.46 2.69 3.18 4.07 4.92 5.80 6.67 7.65 8.60 9.53 10.47 12.33

25 Weld Latrolet Unit hrs 1.10 1.53 1.94 2.40 2.84 3.20 3.53 4.20 5.47 6.72 7.98 9.23

26 Weld Elbolet Unit hrs 1.26 1.76 2.26 2.79 3.32 3.71 4.08 4.83 6.11 7.35

27 Socket Weld Unit hrs 0.21 0.26 0.35 0.50 0.64 0.72 0.78 0.93 1.23 1.50

78




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 6.35 6.35 6.35 7.92 7.92 7.92 9.52 9.52 12.70 12.70 12.70 12.70 12.70Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94 1.99 2.03 2.07 2.12 2.20

2A Erect Pipe (double random) hrs/metre 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43 1.45 1.47 1.49 1.51 1.56

1B Erect Pipe (single random & spooled ) hrs/foot 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59 0.61 0.62 0.63 0.65 0.67

2B Erect Pipe (double random) hrs/foot 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43 0.44 0.45 0.45 0.46 0.47

3 Install Valves, steam traps, strainers and the like Unit hrs 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 9.83 10.42 11.02 12.20 14.58

4 Install Control Valve or similar Unit hrs 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31 13.10 13.90 14.69 16.27 19.44

5 Install Blank Flange Unit hrs 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65

6 Install Spec Plate or similar Unit hrs 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65

7 Make Flange Joint 150 # Unit hrs 0.49 0.94 1.01 1.10 1.49 1.72 2.17 2.46 2.80 3.13 3.47 3.85 4.60



10 Make Flange Joint 900 # Unit hrs 1.68 2.14 2.59 3.05 3.50 3.86 4.21 4.92


12 Make Flange Joint 2500 # Unit hrs 2.08 2.50 2.92

In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.58 0.68 0.78 0.91 1.04 1.17 1.30 1.53 1.66 1.79 1.92 2.04 2.30

14 Mitre Cut Unit hrs 0.73 0.88 1.02 1.16 1.30 1.45 1.59 1.80 1.95 2.10 2.25 2.40 2.69

15 Pulled Bend Unit hrs

16 Thread End Unit hrs

17 Make Screwed Joint Unit hrs

18 Butt Weld Unit hrs 3.17 3.74 4.32 4.92 5.54 6.14 6.75 8.01 9.04 10.07 11.11 11.86 13.36

19 Weld Neck Flange Weld Unit hrs 3.23 3.81 4.38 4.99 5.61 6.21 6.82 7.97 8.98 10.00 11.01 11.74 13.20

20 Slip On Flange Weld Unit hrs 2.22 2.59 2.94 3.34 3.73 4.13 4.51 5.35 6.03 6.71 7.39 7.88 8.86

21 Mitre Butt Weld Unit hrs 4.30 5.10 5.90 6.70 7.49 8.31 9.12 10.83 12.16 13.49 14.82 15.82 17.81

22 90 Branch Weld Unreinforced Unit hrs 5.58 6.59 7.59 8.63 9.66 10.70 11.74 14.31 15.92 17.53 19.14 20.42 22.96

23 Angle Branch weld Unreinforced Unit hrs 6.82 8.09 9.33 10.63 11.93 13.23 14.53 17.37 19.34 21.31 23.28 24.84 27.94

24 Weld Weldolet Unit hrs 4.92 5.80 6.67 7.65 8.60 9.53 10.47 12.33

25 Weld Latrolet Unit hrs 6.72 7.98 9.23

26 Weld Elbolet Unit hrs 7.35

27 Socket Weld Unit hrs 1.50

79




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 7.03 7.79 8.38 9.52 9.52 11.12 12.70 14.30 15.88 15.88 15.88 15.88 15.88Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94 1.99 2.03 2.07 2.12 2.20

2A Erect Pipe (double random) hrs/metre 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43 1.45 1.47 1.49 1.51 1.56

1B Erect Pipe (single random & spooled ) hrs/foot 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59 0.61 0.62 0.63 0.65 0.67

2B Erect Pipe (double random) hrs/foot 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43 0.44 0.45 0.45 0.46 0.47

3 Install Valves, steam traps, strainers and the like Unit hrs 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 9.83 10.42 11.02 12.20 14.58

4 Install Control Valve or similar Unit hrs 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31 13.10 13.90 14.69 16.27 19.44

5 Install Blank Flange Unit hrs 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65

6 Install Spec Plate or similar Unit hrs 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65







In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.58 0.68 0.78 0.91 1.04 1.17 1.30 1.83 1.99 2.14 2.30 2.45 2.76

14 Mitre Cut Unit hrs 0.73 0.88 1.02 1.16 1.30 1.45 1.59 2.39 2.60 2.80 2.94 3.13 3.49




18 Butt Weld Unit hrs 3.17 3.74 4.32 4.92 5.54 6.80 7.48 10.25 11.12 11.99 12.85 13.72 15.46

19 Weld Neck Flange Weld Unit hrs 3.23 3.81 4.38 4.99 5.61 6.86 7.54 10.22 11.07 11.91 12.76 13.61 15.30

20 Slip On Flange Weld Unit hrs 2.22 2.59 2.94 3.34 3.73 4.56 4.99 6.80 7.36 7.93 8.49 9.05 10.18

21 Mitre Butt Weld Unit hrs 4.30 5.10 5.90 6.70 7.49 9.04 9.90 13.81 14.96 16.11 17.27 18.43 20.75

22 90 Branch Weld Unreinforced Unit hrs 5.58 6.59 7.59 8.63 9.66 11.45 12.56 18.18 19.69 21.21 22.72 24.23 27.25

23 Angle Branch weld Unreinforced Unit hrs 6.82 8.09 9.33 10.63 11.93 14.18 15.58 22.12 23.95 25.79 27.62 29.46 33.14





80

H.2.17 Pipework Erection Std wall Pipework Erection Material Carbon Steel


Pipe Schedule Std Wall

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36" 42" 48"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900 1100 1200

Work Operation W.T. - mm 2.76 2.87 3.37 3.68 3.91 5.15 5.48 6.02 7.11 8.17 9.27 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94 1.99 2.03 2.07 2.12 2.20 2.33 2.46

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43 1.45 1.47 1.49 1.51 1.56 1.62 1.68

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59 0.61 0.62 0.63 0.65 0.67 0.71 0.752B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43 0.44 0.45 0.45 0.46 0.47 0.49 0.51

3 Install Valves, steam traps, strainers and the likeUnit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 9.83 10.42 11.02 12.20 14.58 18.14 21.71

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31 13.10 13.90 14.69 16.27 19.44 24.19 28.945 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65 0.71 0.78

6 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65 0.71 0.78

7 Make Flange Joint 150 # Unit hrs 0.17 0.17 0.17 0.17 0.19 0.19 0.19 0.36 0.42 0.49 0.94 1.01 1.10 1.49 1.72 2.17 2.46 2.80 3.13 3.47 3.85 4.60 5.74 7.00

8 Make Flange Joint 300 # Unit hrs 0.17 0.19 0.23 0.26 0.42 0.46 0.49 0.55 0.81 0.94 1.46 1.66 2.17 2.43 2.95 3.21 3.47 3.86 4.25 4.64 5.03 5.809 Make Flange Joint 600 # Unit hrs 0.17 0.19 0.23 0.26 0.42 0.48 0.52 0.62 1.01 1.20 1.85 2.50 2.76 3.02 3.28 3.92 4.31 4.57 4.83 5.09 5.24 5.54


11 Make Flange Joint 1500 # Unit hrs 0.17 0.19 0.23 0.26 0.52 0.58 0.65 0.78 1.43 1.87 2.31 2.75 3.19 3.63 4.08 4.54 5.1812 Make Flange Joint 2500 # Unit hrs 0.17 0.20 0.24 0.27 0.54 0.61 0.68 0.85 1.66 2.08 2.50 2.92

In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.30 0.32 0.39 0.50 0.58 0.68 0.78 0.91 1.04 1.17 1.30 1.53 1.66 1.79 1.92 2.04 2.30 2.69 3.08

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.29 0.34 0.45 0.59 0.73 0.88 1.02 1.16 1.30 1.45 1.59 1.99 2.16 2.33 2.46 2.61 2.92 3.37 3.82

15 Pulled Bend Unit hrs 0.19 0.19 0.23 0.31 0.42 0.60 0.78 1.1416 Thread End Unit hrs 0.12 0.18 0.19 0.21 0.24 0.28 0.31 0.37


18 Butt Weld Unit hrs 0.51 0.66 0.88 1.12 1.38 1.53 1.66 2.02 2.60 3.17 3.74 4.32 4.92 5.54 6.14 6.75 8.01 8.69 9.36 10.04 10.73 12.09 14.13 16.1719 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.19 1.44 1.59 1.72 2.08 2.66 3.23 3.81 4.38 4.99 5.61 6.21 6.82 7.97 8.63 9.29 9.95 10.61 11.92 13.90 15.88

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.86 1.07 1.20 1.30 1.50 1.88 2.22 2.59 2.94 3.34 3.73 4.13 4.51 5.35 5.79 6.24 6.68 7.12 8.01 9.34 10.66

21 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.48 1.76 2.01 2.24 2.71 3.51 4.30 5.10 5.90 6.70 7.49 8.31 9.12 10.83 11.74 12.64 13.55 14.46 16.29 19.02 21.7622 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 1.96 2.35 2.66 2.96 3.57 4.59 5.58 6.59 7.59 8.63 9.66 10.70 11.74 14.31 15.50 16.69 17.88 19.07 21.44 25.01 28.58

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.36 2.78 3.17 3.54 4.30 5.57 6.82 8.09 9.33 10.63 11.93 13.23 14.53 17.37 18.82 20.26 21.70 23.15 26.04 30.36 34.70


25 Weld Latrolet Unit hrs 1.10 1.53 1.94 2.40 2.84 3.20 3.53 4.20 5.47 6.72 7.98 9.2326 Weld Elbolet Unit hrs 1.26 1.76 2.26 2.79 3.32 3.71 4.08 4.83 6.11 7.35


81




n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 2.76 2.87 3.38 3.68 3.91 5.16 5.49 6.01 7.11 8.18 9.27 10.31 11.10 12.70 14.27 15.06 17.45 17.45 17.45 17.45 17.45 19.05Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94 1.99 2.03 2.07 2.12 2.20

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43 1.45 1.47 1.49 1.51 1.56

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59 0.61 0.62 0.63 0.65 0.67

2B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43 0.44 0.45 0.45 0.46 0.47

3 Install Valves, steam traps, strainers and the likeUnit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 9.83 10.42 11.02 12.20 14.58

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31 13.10 13.90 14.69 16.27 19.44

5 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65

6 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65

7 Make Flange Joint 150 # Unit hrs 0.17 0.17 0.17 0.17 0.19 0.19 0.19 0.36 0.42 0.49 0.94 1.01 1.10 1.49 1.72 2.17 2.46 2.80 3.13 3.47 3.85 4.60






In-Field Fabrication Activities - Material Factors only apply to the following norms

13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.30 0.32 0.39 0.50 0.58 0.68 0.78 0.91 1.04 1.40 1.56 1.83 1.99 2.14 2.30 2.45 2.76

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.29 0.34 0.45 0.59 0.73 0.88 1.02 1.16 1.30 1.74 1.91 2.40 2.60 2.80 2.94 3.14 3.50




18 Butt Weld Unit hrs 0.51 0.66 0.88 1.12 1.38 1.53 1.66 2.02 2.60 3.17 3.74 4.79 5.46 6.14 7.89 8.67 11.65 12.64 13.62 14.61 15.59 17.57

19 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.19 1.44 1.59 1.72 2.08 2.66 3.23 3.81 4.85 5.52 6.20 7.95 8.74 11.62 12.58 13.55 14.51 15.48 17.40

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.86 1.07 1.20 1.30 1.50 1.88 2.22 2.59 3.26 3.70 4.13 5.23 5.72 7.74 8.38 9.02 9.67 10.31 11.59

21 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.48 1.76 2.01 2.24 2.71 3.51 4.30 5.10 6.44 7.31 8.17 10.68 11.71 15.48 16.77 18.07 19.36 20.66 23.26

22 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 1.96 2.35 2.66 2.96 3.57 4.59 5.58 6.59 8.13 9.24 10.34 13.59 14.91 19.85 21.51 23.16 24.81 26.46 29.76

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.36 2.78 3.17 3.54 4.30 5.57 6.82 8.09 10.00 11.39 12.79 16.83 18.48 24.21 26.22 28.23 30.24 32.25 36.28





82




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 10.31 12.70 14.27 15.06 16.66 19.05 20.62 24.59Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94

2A Erect Pipe (double random) hrs/metre 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43

1B Erect Pipe (single random & spooled ) hrs/foot 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59

2B Erect Pipe (double random) hrs/foot 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43

3 Install Valves, steam traps, strainers and the likeUnit hrs 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24

4 Install Control Valve or similar Unit hrs 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31

5 Install Blank Flange Unit hrs 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52

6 Install Spec Plate or similar Unit hrs 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52







In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.58 0.68 0.93 1.09 1.24 1.40 1.56 1.83

14 Mitre Cut Unit hrs 0.73 0.88 1.22 1.39 1.56 1.74 1.91 2.39




18 Butt Weld Unit hrs 3.51 4.15 5.55 6.32 8.10 8.97 11.12 14.92

19 Weld Neck Flange Weld Unit hrs 3.57 4.21 5.61 6.39 8.16 9.04 11.19 14.88

20 Slip On Flange Weld Unit hrs 2.46 2.87 3.73 4.24 5.38 5.95 7.34 9.93

21 Mitre Butt Weld Unit hrs 4.69 5.57 7.51 8.53 10.66 11.80 14.36 19.38

22 90 Branch Weld Unreinforced Unit hrs 5.98 7.06 9.77 11.08 13.40 14.83 17.71 23.76

23 Angle Branch weld Unreinforced Unit hrs 7.31 8.66 11.86 13.52 16.58 18.40 22.04 29.09





83

H.2.20 Pipework Erection SchXS Pipework Erection Material Carbon Steel


Pipe Schedule Sch XS

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900

Work Operation W.T. - mm 3.73 3.91 4.55 5.08 5.54 7.01 7.62 8.56 10.97 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94 1.99 2.03 2.07 2.12 2.20

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43 1.45 1.47 1.49 1.51 1.56

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59 0.61 0.62 0.63 0.65 0.67

2B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43 0.44 0.45 0.45 0.46 0.47

3 Install Valves, steam traps, strainers and the likeUnit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 9.83 10.42 11.02 12.20 14.58

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31 13.10 13.90 14.69 16.27 19.44

5 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65

6 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65







In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.30 0.32 0.39 0.50 0.58 0.68 0.78 0.91 1.04 1.17 1.30 1.53 1.66 1.79 1.92 2.04 2.30

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.29 0.34 0.45 0.59 0.73 0.88 1.02 1.16 1.30 1.45 1.59 1.80 2.17 2.33 2.45 2.62 2.91




18 Butt Weld Unit hrs 0.51 0.66 0.88 1.12 1.38 1.53 1.66 2.02 2.88 3.51 4.15 4.79 5.46 6.14 6.80 7.48 8.85 9.60 10.36 11.11 11.86 13.36

19 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.19 1.44 1.59 1.72 2.08 2.94 3.57 4.21 4.85 5.52 6.20 6.86 7.54 8.82 9.55 10.28 11.01 11.74 13.20

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.86 1.07 1.20 1.30 1.50 2.08 2.46 2.87 3.26 3.70 4.13 4.56 4.99 5.92 6.41 6.90 7.39 7.88 8.86

21 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.48 1.76 2.01 2.24 2.71 3.83 4.69 5.57 6.44 7.31 8.17 9.04 9.90 11.84 12.83 13.83 14.82 15.82 17.81

22 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 1.96 2.35 2.66 2.96 3.57 4.91 5.98 7.06 8.13 9.24 10.34 11.45 12.56 15.32 16.60 17.87 19.14 20.42 22.96

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.36 2.78 3.17 3.54 4.30 5.97 7.31 8.66 10.00 11.39 12.79 14.18 15.58 18.64 20.19 21.74 23.28 24.84 27.94





84




n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 3.73 3.91 4.55 5.08 5.54 7.01 7.62 8.56 10.97 12.70 15.06 17.45 19.05 21.41 23.80 26.19 30.94Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59

2B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43

3 Install Valves, steam traps, strainers and the likeUnit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31

5 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52

6 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52







In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.30 0.32 0.39 0.50 0.58 0.82 0.93 1.09 1.24 1.40 1.94 2.29

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.29 0.34 0.45 0.59 0.73 1.05 1.22 1.39 1.56 1.74 2.39




18 Butt Weld Unit hrs 0.51 0.66 0.88 1.12 1.38 1.53 1.66 2.02 2.88 3.51 4.81 6.32 7.20 9.14 11.50 15.15 20.41

19 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.19 1.44 1.59 1.72 2.08 2.94 3.57 4.87 6.39 7.27 9.20 11.57 15.22 20.38

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.86 1.07 1.20 1.30 1.50 2.08 2.46 3.28 4.26 4.83 6.08 7.63 9.91 13.53

21 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.48 1.76 2.01 2.24 2.71 3.83 4.69 6.49 8.40 9.54 11.85 14.70 19.41 26.38

22 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 1.96 2.35 2.66 2.96 3.57 4.91 6.01 8.48 10.53 11.97 14.59 17.73 23.78 32.10

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.36 2.78 3.17 3.54 4.30 5.97 7.31 10.28 12.96 14.78 18.08 22.06 29.64 39.37





85




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 200 250 300 350 400 450 500 600




1B Erect Pipe (single random & spooled ) hrs/foot 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59

2B Erect Pipe (double random) hrs/foot 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43

















19 Weld Neck Flange Weld Unit hrs 4.13 5.54 7.20 9.31 12.52 15.83 18.82 25.46

20 Slip On Flange Weld Unit hrs 2.82 3.74 4.81 6.20 8.21 10.38 12.29 16.95








86




n.b - inches 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 100 150 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 11.10 12.70 18.24 21.41 2.54 27.76 30.94 34.93 38.10 46.02Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94

2A Erect Pipe (double random) hrs/metre 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43

1B Erect Pipe (single random & spooled ) hrs/foot 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59

2B Erect Pipe (double random) hrs/foot 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43

3 Install Valves, steam traps, strainers and the likeUnit hrs 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24

4 Install Control Valve or similar Unit hrs 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31

5 Install Blank Flange Unit hrs 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52

6 Install Spec Plate or similar Unit hrs 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52

7 Make Flange Joint 150 # Unit hrs 0.36 0.42 0.49 0.94 1.01 1.10 1.49 1.72 2.17 2.46





12 Make Flange Joint 2500 # Unit hrs 0.85 1.66 2.08 2.50 2.92

In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.39 0.60 0.70 0.82 0.93 1.36 1.56 1.75 1.94 2.29

14 Mitre Cut Unit hrs 0.45 0.71 0.88 1.05 1.22 1.74 1.95 2.17 2.39 3.00

15 Pulled Bend Unit hrs 1.14

16 Thread End Unit hrs 0.37

17 Make Screwed Joint Unit hrs 0.38

18 Butt Weld Unit hrs 2.23 3.33 4.63 6.18 8.12 11.08 14.24 17.08 20.20 29.32

19 Weld Neck Flange Weld Unit hrs 2.30 3.40 4.69 6.25 8.19 11.15 14.30 17.15 20.27 29.28

20 Slip On Flange Weld Unit hrs 1.66 2.38 3.21 4.23 5.48 7.37 9.40 11.25 13.24 19.51

21 Mitre Butt Weld Unit hrs 2.96 4.47 6.13 8.09 10.47 14.33 18.06 21.49 25.17 37.03

22 90 Branch Weld Unreinforced Unit hrs 3.82 5.83 7.75 9.96 12.61 17.52 21.65 25.46 29.55 42.75

23 Angle Branch weld Unreinforced Unit hrs 4.62 7.08 9.48 12.25 15.52 21.65 26.88 31.73 36.95 52.67

24 Weld Weldolet Unit hrs 3.54 5.33 7.36 9.79 12.79 17.85 22.89 27.45 32.45 46.99

25 Weld Latrolet Unit hrs 4.66 7.17 10.03 13.48 17.77

26 Weld Elbolet Unit hrs 5.42 8.06 11.13

27 Socket Weld Unit hrs 0.93 1.33 1.62

87




n.b - inches 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 200 250 300 350 400 450 500 600




1B Erect Pipe (single random & spooled ) hrs/foot 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.592B Erect Pipe (double random) hrs/foot 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43

















19 Weld Neck Flange Weld Unit hrs 5.29 7.10 9.80 12.74 16.68 19.78 23.15 33.1020 Slip On Flange Weld Unit hrs 3.62 4.81 6.50 8.44 10.98 13.00 15.14 22.08








88




n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600

Work Operation W.T. - mm 4.75 5.54 6.35 7.14 8.71 9.53 11.10 13.49 18.24 23.01 28.58 33.32 35.71 40.46 43.64 49.99 59.51Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10 1.23 1.33 1.46 1.56 1.94

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71 0.78 0.84 0.91 0.97 1.43

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.34 0.38 0.41 0.45 0.47 0.59

2B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28 0.30 0.43

3 Install Valves, steam traps, strainers and the like Unit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32 5.40 6.48 7.56 9.94 12.31

5 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52

6 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52







In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.30 0.32 0.47 0.60 0.70 1.03 1.17 1.36 1.56 1.75 1.94 2.29

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.29 0.34 0.54 0.71 0.88 1.32 1.52 1.74 1.95 2.17 2.39 3.00




18 Butt Weld Unit hrs 0.51 0.66 0.88 1.12 1.38 1.53 1.83 2.58 3.79 5.23 8.42 12.07 14.80 17.80 22.68 26.70 34.83

19 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.19 1.44 1.59 1.90 2.65 3.86 5.29 8.49 12.14 14.87 17.87 22.74 26.76 34.79

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.86 1.07 1.20 1.43 1.90 2.70 3.62 5.71 8.09 9.87 11.77 14.96 17.52 23.22

21 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.48 1.76 2.01 2.46 3.45 5.01 6.82 10.93 15.32 18.61 22.15 27.89 32.59 43.62

22 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 1.96 2.35 2.66 3.18 4.54 6.37 8.44 13.39 18.12 21.79 25.73 31.86 36.96 49.34

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.36 2.78 3.17 3.82 5.47 7.75 10.34 16.47 22.31 26.98 32.01 39.81 46.36 60.91





89

H.2.26 Pipework Erection SchXXS Pipework Erection Material Carbon Steel


Pipe Schedule Sch XXS

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300

Work Operation W.T. - mm 7.47 7.82 9.09 10.16 11.07 14.02 15.24 17.12 21.95 22.23 25.40 25.40Erection Activites

1A Erect Pipe (single random & spooled ) hrs/metre 0.42 0.42 0.45 0.49 0.52 0.55 0.58 0.65 0.78 0.88 1.01 1.10

2A Erect Pipe (double random) hrs/metre 0.30 0.30 0.32 0.36 0.39 0.41 0.42 0.45 0.52 0.58 0.65 0.71

1B Erect Pipe (single random & spooled ) hrs/foot 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.20 0.24 0.27 0.31 0.342B Erect Pipe (double random) hrs/foot 0.09 0.09 0.10 0.11 0.12 0.13 0.13 0.14 0.16 0.18 0.20 0.22

3 Install Valves, steam traps, strainers and the likeUnit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24

4 Install Control Valve or similar Unit hrs 0.35 0.35 0.40 0.43 0.48 0.53 0.57 0.66 1.09 2.38 3.25 4.32

5 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.326 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32



9 Make Flange Joint 600 # Unit hrs 0.17 0.19 0.23 0.26 0.42 0.48 0.52 0.62 1.01 1.20 1.85 2.5010 Make Flange Joint 900 # Unit hrs 0.17 0.19 0.23 0.26 0.52 0.57 0.62 0.71 1.23 1.68 2.14 2.59



In-Field Fabrication Activities - Material Factors only apply to the following norms13 Square Cut Unit hrs 0.10 0.10 0.13 0.19 0.26 0.33 0.38 0.46 0.60 0.70 0.82 0.93

14 Mitre Cut Unit hrs 0.10 0.13 0.17 0.20 0.23 0.34 0.41 0.54 0.71 0.88 1.05 1.22


16 Thread End Unit hrs 0.12 0.18 0.19 0.21 0.24 0.30 0.34 0.4017 Make Screwed Joint Unit hrs 0.12 0.12 0.12 0.15 0.19 0.24 0.28 0.38

18 Butt Weld Unit hrs 0.51 0.66 0.88 1.25 1.53 1.95 2.12 2.94 4.28 5.23 7.03 8.12

19 Weld Neck Flange Weld Unit hrs 0.54 0.73 0.94 1.31 1.59 2.02 2.18 3.00 4.34 5.29 7.10 8.19

20 Slip On Flange Weld Unit hrs 0.41 0.50 0.64 0.95 1.18 1.50 1.63 2.16 3.05 3.62 4.81 5.4821 Mitre Butt Weld Unit hrs 0.68 0.91 1.19 1.63 1.95 2.57 2.86 3.87 5.57 6.82 9.07 10.47

22 90 Branch Weld Unreinforced Unit hrs 0.87 1.22 1.58 2.12 2.54 3.39 3.77 4.96 6.94 8.44 10.95 12.61

23 Angle Branch weld Unreinforced Unit hrs 1.07 1.50 1.93 2.56 3.02 4.06 4.53 6.00 8.46 10.34 13.47 15.52

24 Weld Weldolet Unit hrs 0.93 1.23 1.54 2.11 2.49 3.31 3.64 4.85 6.87 8.32 11.14 12.7925 Weld Latrolet Unit hrs 1.10 1.53 1.94 2.69 3.19 4.21 4.64 6.25 9.21 11.34 15.35 17.77



90

H.2.27 Steam Tracing n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300

Work Operation W.T. - mm 2.76 2.87 3.37 3.68 3.91 5.15 5.48 6.02 7.11 8.17 9.27 9.52Erect carbon steel tubing including S/S banding to parent pipe at 500mm centres

hrs/metre 0.38 0.38 0.41

Erect copper tubing including S/S banding to parent pipe at 500mm centres

hrs/metre 0.44 0.44 0.47

Erect carbon steel tubing including S/S banding to parent pipe at 18 inch centres

hrs/foot 0.12 0.12 0.12

Erect copper tubing including S/S banding to parent pipe at 18 inch centres

hrs/foot 0.13 0.13 0.14

Form bend in carbon steel tube to radius of parent pipe

Unit hrs 0.18 0.20 0.25

Form bend in copper tube to radius of parent pipe Unit hrs 0.30 0.33 0.41Make screwed joint to brass fitting Unit hrs 0.16 0.16 0.16

On the following items the above sizes refer to the parent pipeCoil 6mm copper tubing at 75 mm centres along length of parent pipe exceeding 3 meters in length

hrs/metre 0.40 0.40 0.40 0.40 0.40 0.78 0.78 0.78

Coil 8mm copper tubing at 75 mm centres along length of parent pipe exceeding 3 meters in length

hrs/metre 0.49 0.49 0.49 0.49 0.49 0.98 0.98 0.98

Coil 10mm copper tubing at 75 mm centres along length of parent pipe exceeding 3 meters in length

hrs/metre 0.59 0.59 0.59 0.59 0.59 1.19 1.19 1.19 1.78 2.36 2.94 3.52

Coil 6mm copper tubing along length of valve or at 75mm centres along parent pipe not exceeding 3 metres in length

hrs/metre 0.49 0.49 0.49 0.49 0.49 0.97 0.97 0.97


hrs/metre 0.61 0.61 0.61 0.61 0.61 1.22 1.22 1.22


hrs/metre 0.74 0.74 0.74 0.74 0.74 1.48 1.48 1.48 2.22 2.95 3.67 4.40

Coil 1/4 inch copper tubing at 3 inch centres along length of parent pipe exceeding 10 feet in length

hrs/foot 0.12 0.12 0.12 0.12 0.12 0.24 0.24 0.24


hrs/foot 0.15 0.15 0.15 0.15 0.15 0.30 0.30 0.30


hrs/foot 0.18 0.18 0.18 0.18 0.18 0.36 0.36 0.36 0.54 0.72 0.90 1.07

Coil 1/4 inch copper tubing along length of valve or at 3 inch centres along parent pipe not exceeding 10 feets in length

hrs/foot 0.15 0.15 0.15 0.15 0.15 0.30 0.30 0.30


hrs/foot 0.23 0.23 0.23 0.23 0.23 0.45 0.45 0.45 0.68 0.90 1.12 1.34


hrs/foot 0.30 0.30 0.30 0.30 0.30 0.60 0.60 0.60 0.90 1.20 1.49 1.79

Coil 1/4 inch stainless steel tubing along length of valve or at 3 inch centres along parent pipe not exceeding 10 feets in length

hrs/foot 0.16 0.16 0.16 0.16 0.16 0.33 0.33 0.33

Coil 3/8 inch stainless steel tubing along length of valve or at 3 inch centres along parent pipe not exceeding 10 feets in length

hrs/foot 0.25 0.25 0.25 0.25 0.25 0.50 0.50 0.50 0.74 0.99 1.23 1.48

91

H.2.28 Hydrostatic and Pneumatic testing Hydrostatic and Pneumatic Testing - All materials, Schedules and Classification Material All Materials

Standard Norms Location Workshop and Insitu Onsite

Pipe Schedule Al Schedulesn.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36" 42" 48"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900 1100 1200

Work Operation W.T. - mm 2.76 2.87 3.37 3.68 3.91 5.15 5.48 6.02 7.11 8.17 9.27 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52

Pressure test in workshop hrs/metre 0.03 0.03 0.03 0.05 0.05 0.06 0.10 0.10 0.15 0.20 0.25 0.30 0.39 0.39 0.44 0.54 0.59 0.63 0.68 0.72 0.77 0.88 0.88 0.88

Pressure test insitu onsite hrs/metre 0.03 0.03 0.03 0.07 0.07 0.08 0.13 0.13 0.20 0.26 0.33 0.39 0.52 0.52 0.59 0.66 0.79 0.85 0.91 0.96 1.04 1.18 1.18 1.18

Pressure test in workshop hrs/foot 0.009 0.009 0.009 0.015 0.015 0.018 0.030 0.030 0.046 0.061 0.076 0.091 0.119 0.119 0.134 0.165 0.180 0.193 0.206 0.220 0.236 0.268 0.268 0.268

Pressure test insitu onsite hrs/foot 0.009 0.009 0.009 0.021 0.021 0.024 0.040 0.040 0.061 0.079 0.101 0.119 0.159 0.159 0.180 0.201 0.241 0.259 0.276 0.294 0.316 0.359 0.359 0.359

92

H.2.29 Pipework Removal

Remove Pipework Material Carbon Steel


Pipe Schedule All Schedules

n.b - inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 26" 28" 30" 32" 36" 42" 48"n.b - mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900 1100 1200

Work Operation W.T. - mm 2.76 2.87 3.37 3.68 3.91 5.15 5.48 6.02 7.11 8.17 9.27 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.52 9.521A Remove Pipe hrs/metre 0.20 0.20 0.22 0.23 0.24 0.27 0.28 0.31 0.37 0.41 0.48 0.52 0.58 0.63 0.69 0.73 0.92 0.94 0.96 0.98 1.00 1.04 1.10 1.16

1B Remove Pipe hrs/foot 0.062 0.062 0.066 0.070 0.075 0.081 0.085 0.093 0.112 0.126 0.145 0.160 0.178 0.193 0.211 0.224 0.280 0.29 0.29 0.299 0.30 0.317 0.336 0.355

2 Remove Valve Unit hrs 0.18 0.18 0.21 0.23 0.26 0.28 0.30 0.35 0.58 1.26 1.73 2.30 2.88 3.44 4.02 5.28 6.54 6.96 7.38 7.81 8.65 10.33 12.85 15.37

3 Remove Blank Flange Unit hrs 0.11 0.11 0.11 0.14 0.14 0.16 0.16 0.16 0.20 0.22 0.25 0.28 0.31 0.33 0.36 0.39 0.44 0.46 0.48 0.50 0.51 0.55 0.61 0.66

4 Remove Spec Plate or Similar Unit hrs 0.11 0.11 0.11 0.14 0.14 0.16 0.16 0.16 0.20 0.22 0.25 0.28 0.31 0.33 0.36 0.39 0.44 0.46 0.48 0.50 0.51 0.55 0.61 0.665 Break Flange Joint 150 # Unit hrs 0.14 0.14 0.14 0.14 0.16 0.16 0.16 0.31 0.36 0.41 0.80 0.86 0.94 1.26 1.46 1.85 2.09 2.38 2.67 2.95 3.27 3.91 4.88 5.95

6 Break Flange Joint 300 # Unit hrs 0.14 0.16 0.20 0.22 0.36 0.39 0.41 0.47 0.69 0.80 1.24 1.41 1.85 2.07 2.51 2.73 2.95 3.28 3.61 3.94 4.27 4.93

7 Break Flange Joint 600 # Unit hrs 0.14 0.16 0.20 0.22 0.36 0.40 0.44 0.52 0.86 1.02 1.57 2.12 2.35 2.56 2.79 3.34 3.67 3.89 4.10 4.32 4.45 4.71

8 Break Flange Joint 900 # Unit hrs 0.14 0.16 0.20 0.22 0.44 0.48 0.52 0.61 1.05 1.26 1.82 2.37 2.67 2.97 3.28 3.58 4.19

9 Break Flange Joint 1500 # Unit hrs 0.14 0.16 0.20 0.22 0.44 0.50 0.55 0.66 1.21 1.49 1.76 2.31 2.70 3.09 3.47 3.86 4.41

10 Break Screwed Joint Unit hrs 0.10 0.10 0.10 0.12 0.16 0.19 0.22 0.31

11 Install Valve Unit hrs 0.26 0.26 0.30 0.32 0.36 0.40 0.42 0.49 0.81 1.79 2.43 3.24 4.05 4.86 5.67 7.45 9.24 9.83 10.42 11.02 12.20 14.58 18.14 21.71

12 Install Blank Flange Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65 0.71 0.7813 Install Spec Plate or similar Unit hrs 0.13 0.13 0.13 0.17 0.17 0.18 0.19 0.19 0.23 0.26 0.30 0.32 0.36 0.39 0.42 0.45 0.52 0.54 0.56 0.58 0.60 0.65 0.71 0.78

14 Make Flange Joint 150 # Unit hrs 0.17 0.17 0.17 0.17 0.19 0.19 0.19 0.36 0.42 0.49 0.94 1.01 1.10 1.49 1.72 2.17 2.46 2.80 3.13 3.47 3.85 4.60 5.74 7.00







Material Factors only apply to the following norms21 Square Cut (Upto 15mm thick) Unit hrs 0.06 0.10 0.12 0.18 0.24 0.28 0.31 0.37 0.47 0.55 0.65 0.73 0.86 0.98 1.10 1.22 1.44 1.56 1.69 1.81 1.93 2.18 2.54 2.91

22 Square Cut (>15mm up to 25mm thick) Unit hrs 0.37 0.44 0.56 0.66 0.78 0.88 1.03 1.18 1.32 1.47 1.73 1.87 2.02 2.17 2.32 2.61 3.05 3.50

23 Square Cut (> 25mm thick) Unit hrs 0.97 1.10 1.29 1.47 1.65 1.84 2.16 2.35 2.53 2.71 2.90 3.26 3.81 4.37

24 Square Cold Cut (Upto 15mm thk) Unit hrs 0.12 0.19 0.24 0.37 0.49 0.56 0.61 0.73 0.94 1.10 1.29 1.47 1.71 1.96 2.20 2.45 2.88 3.13 3.37 3.62 3.86 4.35 5.09 5.82

25 Square Cold Cut (>15mm up to 25mm thk) Unit hrs 0.73 0.88 1.13 1.32 1.55 1.77 2.05 2.35 2.64 2.94 3.45 3.75 4.04 4.34 4.63 5.22 6.11 6.99

26 Square Cold Cut (>25mm thk) Unit hrs 1.94 2.20 2.57 2.94 3.30 3.67 4.32 4.69 5.06 5.43 5.79 6.53 7.63 8.73

93

H.2.30 Pipework Support Fabrication Pipe Support Fabrication Material Carbon Steel

Standard Norms Location Site Workshop

Pipe Schedule Standard Wall Thickness (STD WT)

Pipe Attachments Size mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600Inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"

Fabricate including profile cut 90deg tubular support incl baseplate Unit hrs 0.58 0.65 0.76 0.94 1.12 1.30 1.48 1.76 2.20 2.59 3.06 3.85 4.68 5.04 5.47 5.83 6.98

Fabricate including profile cut 90deg tubular to elbow incl baseplate Unit hrs 0.67 0.83 0.97 1.19 1.33 1.62 1.91 2.23 2.81 3.24 4.00 4.93 5.83 6.52 7.06 7.34 8.89

Carbon Steel Pipe SupportsWeight Band

ne 5kg> 5 kg ne

10kg>10kg ne

15kg>15kg ne

20kg>20kg ne

25kg>25kg ne

50kg>50kg

Fabrication of Slippers, Guides, Anchors, Brackets and the like Kg hrs 0.16 0.12 0.11 0.10 0.09 0.07 0.05

Carbon Steel Pipe SupportsWeight Band

ne 11 lb> 11 lb ne

22 lb>22 lb ne

33 lb>33 lb ne

4 4lb>44 lb ne

55 lb>55 lb ne

110 lb>110 lb

Fabrication of Slippers, Guides, Anchors, Brackets and the like lb hrs 0.073 0.055 0.048 0.045 0.041 0.033 0.022

Above rates apply to STD WT pipe attachments. Star Rates for pipe attachments of other thicknesses should be prorated from the STD WT norm s

94

H.2.31 Pipework Support Erection Pipe Support Erection Material Carbon Steel

Standard Norms Location All Locations

Pipe Schedule N/A

Work Operation Size mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 750 900 1100 1200Inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48"

Erect U-bolt or similar including drilling holes in steel section Unit hrs 0.52 0.52 0.52 0.52 0.52 0.55 0.55 0.55 0.55 0.58 0.58 0.58 0.58 0.58 0.61 0.61 0.82 0.82 0.99 1.36 1.36

Work Operation Rod Length Up to

500mm long

500 - 1000mm

long

Up to 20 inches long

20 to 40 inches long

Erection of 13mm drop eye hanger rod including drilling holes in steel section Unit hrs 0.49 0.54 0.50 0.55

Erection of 16 mm drop eye hanger rod including drilling holes in steel section Unit hrs 0.53 0.58 0.54 0.59

Erection of 20mm drop eye hanger rod including drilling holes in steel section Unit hrs 0.59 0.65 0.60 0.66

Carbon Steel Pipe supports Weight Band

ne 5kg> 5 kg ne

10kg>10kg ne

15kg>15kg ne

20kg>20kg ne

25kg>25kg ne

50kg>50kg

Erection of Slippers, Guides, Anchors, Brackets and the like Kg hrs 0.10 0.09 0.07 0.06 0.06 0.05 0.04

Carbon Steel Pipe supportsWeight Band

ne 11 lb> 11 lb ne

22 lb>22 lb ne

33 lb>33 lb ne

4 4lb>44 lb ne

55 lb>55 lb ne

110 lb>110 lb

Erection of Slippers, Guides, Anchors, Brackets and the like lb hrs 0.045 0.042 0.033 0.028 0.025 0.023 0.019

Pipe Attachments Size mm 15 20 25 40 50 65 80 100 150 200 250 300 350 400 450 500 600 750 900 1100 1200

Inches 1/2" 3/4" 1" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48"

Tubular support welded to straight pipe Unit hrs 0.22 0.34 0.45 0.60 0.75 0.82 0.90 1.05 1.31 1.57 1.83 2.09 2.36 2.54 2.81 3.07 3.81

Tubular support welded to pipe bend/elbow Unit hrs 0.37 0.56 0.75 0.94 1.12 1.22 1.31 1.50 1.91 2.32 2.73 3.14 3.55 3.96 4.38 4.79 5.76

Fabricate and Weld Reinforcing Pad (Header size) Unit hrs 1.22 1.42 1.62 1.90 2.80 3.44 4.38 5.50 6.42 7.36 8.29 9.40 11.06

95

H.3 Pipe size conversion tables ANSI Schedules - Wall Thicknesses

Nominal OutsidePipe Size Diameter

mm15 21.34 1.65 2.11 - - - 2.77 2.77 2.77 - 3.73 3.73 3.73 - - - 4.75 7.47

20 26.67 1.65 2.11 2.11 - - 2.87 2.87 2.87 - 3.91 3.91 3.91 - - - 5.54 7.82

25 33.4 1.65 2.77 2.77 - - 3.38 3.38 3.38 - 4.55 4.55 4.55 - - - 6.35 9.09

40 48.26 1.65 2.77 2.77 - - 3.68 3.68 3.68 - 5.08 5.08 5.08 - - - 7.14 10.16

50 60.32 1.65 2.77 2.77 - - 3.91 3.91 3.91 - 5.54 5.54 5.54 - - - 8.71 11.07

65 73.02 2.11 3.05 3.05 - - 5.16 5.16 5.16 - 7.01 7.01 7.01 - - - 9.52 14.02

80 88.9 2.11 3.05 3.05 - - 5.49 5.49 5.49 - 7.62 7.62 7.62 - - - 11.13 15.24

100 114.3 2.11 3.05 3.05 - - 6.02 6.02 6.02 - 8.56 8.56 8.56 - 11.13 - 13.49 17.12

150 168.28 2.77 3.4 - - - 7.11 7.11 7.11 - 10.97 10.97 10.97 - 14.27 - 18.24 21.95

200 219.08 2.77 3.76 - 6.35 7.04 8.18 8.18 8.18 10.31 12.7 12.7 12.7 15.06 18.26 20.62 23.01 22.22

250 273.05 3.4 4.19 - 6.35 7.8 9.27 9.27 9.27 12.7 12.7 12.7 15.06 18.26 21.44 25.4 28.58 25.4

300 323.85 3.96 4.57 - 6.35 8.38 9.52 9.52 10.31 14.27 12.7 12.7 17.48 21.44 25.4 28.58 33.32 25.4

350 355.6 3.96 4.78 6.35 7.92> 9.52 - 9.52 11.13 15.06 12.7 19.05 23.83 27.79 31.75 35.71 -

400 406.4 4.19 4.78 6.35 7.92 9.52 - 9.52 12.7 16.66 12.7 21.44 26.19 30.96 36.52 40.46 -

450 457.2 4.19 4.78 6.35 7.92 11.12 - 9.52 14.27 19.05 12.7 23.82 29.36 34.92 39.67 45.24 -

500 508 4.78 5.54 6.35 9.52 12.7 - 9.52 15.06 20.62 12.7 26.19 32.54 38.1 44.45 49.99 -

600 609.4 5.54 6.35 6.35 9.52 14.27 - 9.52 17.48 24.61 12.7 30.93 38.89 46.02 52.37 59.51 -

650 660.4 - - - 9.52 - - 12.7 -

700 711.2 - 12.7 15.88 9.52 - - 12.7 -

750 762 6.35 7.92 7.92 12.7 15.88 - 9.52 - - 12.7 - - - - - -

800 812.8 9.52 17.48 - 12.7 -

900 914.4 - - 7.92 12.7 15.88 - 9.52 19.05 - 12.7 - - - - - -

1100 1066.8 - - - - - - 9.52 - - 12.7 - - - - - -

1200 1219.2 - - - - - - 9.52 - - 12.7 - - - - - -

XXSSch 100 Sch 120 Sch 140 Sch 160Sch 60 Sch 80S XS Sch 80Sch 30 Sch 40S STD Sch 40Sch 5S Sch 10S Sch 10 Sch 20

ANSI to DIN Wall Thickness Convertion Table

DIN

Wall thicknesses

in mm

2.00 1.65

2.60 2.11

2.90 2.77 2.87

3.20 3.05

3.60 3.38 3.40 3.56

4.00 3.68 3.76 3.91 3.96

4.50 4.19 4.57 4.78 4.85

5.00 5.08

5.60 5.16 5.49 5.54 5.74

6.30 6.02 6.35 6.55

7.10 7.01 7.11

8.00 7.62 7.80 7.92 8.08

8.80 8.18 8.38 8.56

10.00 9.27 9.52 10.31

11.00 10.97 11.12 11.13

11.50

12.70 12.70

14.20 14.27

16.00 15.06

17.50 16.66 17.48

20.62 20.62 19.05 21.44

25.00 23.82 24.61

26.19 26.19 28.58 30.93

ANSI

Wall thicknesses in mm

96

J.1 Electrical & Instrumentation Norms

J.2.1 Conduit Installation

Unit Hrs20mm surface run 0.598 25mm surface run 0.728 32mm surface run 0.832 20mm surface run 0.520 25mm surface run 0.650 32mm surface run 0.780

surface run 0.390 In screed or slab 0.325 surface run 0.455 In screed or slab 0.390 surface run 0.520 In screed or slab 0.455

Conduit (Install)

Heavy gauge steel, Black or galvanised; inc. cutting, fittings & fixingsSteel in chase, screed or slab

PVC; inc. cutting, fittings & fixings

20mm

25mm

32mm

97

J.2.2 Trunking Installation

Unit HrsSteel trunking, inc all fixings and covers 38mm x 38mm surface run 0.368

50mm x 50mm surface run 0.36875mm x 50mm surface run 0.45575mm x 75mm surface run 0.455100mm x 50mm surface run 0.498100mm x 75mm surface run 0.498100mm x 100mm surface run 0.606150mm x 50mm surface run 0.715150mm x 75mm surface run 0.715150mm x 100mm surface run 0.758150mm x 150mm surface run 0.801225mm x 100mm surface run 0.866225mm x 150mm surface run 0.866300mm x 150mm surface run 1.516

4 way Junction 0.368Angles 0.173con. Sleeves 0.195End caps 0.065Tees 0.2814 way Junction 0.368Angles 0.173con. Sleeves 0.195End caps 0.065Tees 0.2814 way Junction 0.368Angles 0.173con. Sleeves 0.195End caps 0.065Tees 0.2814 way Junction 0.368Angles 0.173con. Sleeves 0.195End caps 0.065Tees 0.2814 way Junction 0.455Angles 0.216con. Sleeves 0.238End caps 0.065Tees 0.3254 way Junction 0.455Angles 0.216con. Sleeves 0.238End caps 0.065Tees 0.3254 way Junction 0.455Angles 0.216con. Sleeves 0.238End caps 0.086Tees 0.325

Trunking (Install)

Steel trunking, fittings

100mm x 100mm

Steel trunking

38mm x 38mm

50mm x 50mm

75mm x 50mm

75mm x 75mm

100mm x 50mm

100mm x 75mm

98

Unit Hrs4 way Junction 0.455Angles 0.303con. Sleeves 0.238End caps 0.086Tees 0.3254 way Junction 0.541Angles 0.303con. Sleeves 0.281End caps 0.086Tees 0.4114 way Junction 0.541Angles 0.303con. Sleeves 0.281End caps 0.130Tees 0.4114 way Junction 0.541Angles 0.303con. Sleeves 0.277End caps 0.130Tees 0.4114 way Junction 0.650Angles 0.346con. Sleeves 0.433End caps 0.173Tees 0.5204 way Junction 0.736Angles 0.390con. Sleeves 0.433End caps 0.173Tees 0.5854 way Junction 0.866Angles 0.520con. Sleeves 0.433End caps 0.216Tees 0.650

All sizes Remove & replace lids 0.130

Steel trunking, fittings

Trunking (Install)

150mm x 50mm

150mm x 75mm

150mm x 100mm

150mm x 150mm

300mm x 150mm

225mm x 150mm

225mm x 100mm

99

J.2.3 Tray Installation

Unit Hrs50mm surface run 0.28175mm surface run 0.281100mm surface run 0.411

Tees 0.390Risers 0.260Bends 0.260Connectors 0.195Crossovers 0.455Tees 0.390Risers 0.260Bends 0.260Connectors 0.195Crossovers 0.455Tees 0.411Risers 0.281Bends 0.281Connectors 0.195Crossovers 0.476

150mm surface run 0.411200mm surface run 0.498225mm surface run 0.498250mm surface run 0.498300mm surface run 0.650

Tees 0.411Risers 0.281Bends 0.281Connectors 0.195Crossovers 0.476Tees 0.520Risers 0.368Bends 0.368Connectors 0.195Crossovers 0.628Tees 0.520Risers 0.368Bends 0.368Connectors 0.195Crossovers 0.628Tees 0.650Risers 0.368Bends 0.368Connectors 0.195Crossovers 0.628Tees 0.650Risers 0.411Bends 0.411Connectors 0.195Crossovers 0.758

Tray (Install)

150mm

200mm

225mm

250mm

300mm

50mm

75mm

100mm

Light gauge tray

Light gauge tray fittings

Medium gauge tray

Medium gauge tray fittings

100

Unit Hrs375mm surface run 0.693450mm surface run 0.736525mm surface run 0.866600mm surface run 1.040750mm surface run 1.126900mm surface run 1.278

Tees 0.975Risers 0.411Bends 0.411Connectors 0.195Crossovers 0.758Tees 0.996Risers 0.693Bends 0.693Connectors 0.195Crossovers 1.256Tees 1.300Risers 0.693Bends 0.693Connectors 0.195Crossovers 1.256Tees 1.430Risers 0.866Bends 0.866Connectors 0.195Crossovers 1.451Tees 1.516Risers 1.040Bends 1.040Connectors 0.195Crossovers 1.451Tees 1.906Risers 1.256Bends 1.256Connectors 0.195Crossovers 1.668

150 to 50mm Reducers 0.195300 to 200mm Reducers 0.303600 to 375mm Reducers 0.476900 to 750mm Reducers 0.758

Tray (Install)

375mm

450mm

525mm

600mm

750mm

900mm

Heavy gauge tray

Heavy gauge tray fittings

101

J.2.4 Rack installation

Unit Hrs150mm surface run 0.866200mm surface run 0.866300mm surface run 1.126450mm surface run 1.408600mm surface run 1.690900mm surface run 2.058

4 way Junction 0.650Tees 0.476Risers 0.433Internal bends 0.346Couplers 0.346End Connectors 0.346External bends 0.3464 way Junction 0.650Tees 0.476Risers 0.650Internal bends 0.346Couplers 0.346End Connectors 0.346External bends 0.3464 way Junction 0.866Tees 0.736Risers 0.866Internal bends 0.433Couplers 0.346End Connectors 0.346External bends 0.4334 way Junction 1.516Tees 1.256Risers 1.083Internal bends 1.083Couplers 0.346End Connectors 0.346External bends 1.0834 way Junction 1.776Tees 1.516Risers 1.343Internal bends 1.300Couplers 0.346End Connectors 0.346External bends 1.3004 way Junction 1.950Tees 1.733Risers 1.516Internal bends 1.560Couplers 0.346End Connectors 0.346External bends 1.560

Rack (Install)

Heavy Duty ladder rack

Heavy Duty ladder rack fittings

150mm

200mm

300mm

450mm

600mm

900mm

102

J.2.5 Supporting Steelwork Fabricate & Install)

Unit HrsMild Steel, flats, angles, sections

Not exceeding 2kg 0.546Exc. 2kg but N.E 5kg 0.546Exc. 5kg but N.E 15kg 0.507Exc. 15kg but N.E 25kg 0.507Exc. 25kg but N.E 50kg 0.442Exceeding 50kg 0.442

Unistrut Not exceeding 2kg 0.520Exc. 2kg but N.E 5kg 0.520Exc. 5kg but N.E 15kg 0.481Exc. 15kg but N.E 25kg 0.481Exc. 25kg but N.E 50kg 0.429Exceeding 50kg 0.429

Supporting steel (Fabricate & Install)

J.2.6 Supporting Steelwork (Install Only)

Unit HrsThreaded rod

6mm Diameter (M6) 0.325 8mm Diameter (M8) 0.351 10mm Diameter (M10) 0.377 12mm Diameter (M12) 0.416 16mm Diameter (M16) 0.468

Supporting steel (Install)

103

J.2.7 Cable Installation Cables (Install)

1.5mm 2.5mm 4mm 6mm 10mm 16mm 25mm 35mm 50mm 70mm 95mm 120mm 150mm 185mm 240mm 300mm 400mm 500mm 630mm 800mm 1000mmSingle core 0.169 0.169 0.211 0.211 0.233 0.233 0.233 0.233 0.339 0.339 0.382 0.460 0.550 0.660 0.700Two core 0.043 0.043 0.065 0.065 0.108 0.108 0.173 0.173 0.216 0.216 0.238 0.238 0.238 0.238 0.346 0.346 0.390Three core 0.065 0.065 0.086 0.086 0.130 0.130 0.195 0.195 0.238 0.238 0.260 0.260 0.260 0.260 0.390 0.390 0.433Four core 0.086 0.086 0.108 0.108 0.151 0.151 0.216 0.216 0.260 0.260 0.281 0.281 0.281 0.281 0.433 0.433 0.476Single core 0.392 0.413 0.445 0.456 0.477 0.499 0.520 0.573 0.636 0.722 0.817 0.817 0.974 1.234 1.299Two core 0.129 0.129 0.205 0.238 0.260 0.314 0.400 0.422 0.454 0.465 0.487 0.509 0.530 0.584 0.649 0.736 0.833Three core 0.129 0.129 0.205 0.238 0.260 0.314 0.444 0.465 0.498 0.519 0.553 0.584 0.649 0.682 0.736 0.823 0.931Four core 0.129 0.129 0.205 0.238 0.260 0.346 0.476 0.487 0.530 0.541 0.584 0.617 0.671 0.714 0.844 0.909 1.018Single core 1.278 1.365 1.430 1.451 1.495 1.560 1.668 2.231 2.383 2.513 3.250 4.560 4.960 6.000 8.000Two core 0.628 0.628 0.628 0.650 0.845 0.996 1.278 1.365 1.430 1.451 1.495 1.560 1.668 2.231 2.383 2.513 3.250Three core 0.671 0.671 0.671 0.693 0.931 1.083 1.365 1.495 1.560 1.625 1.668 1.776 1.885 2.340 2.600 2.816 3.683Four core 0.736 0.736 0.736 0.758 1.061 1.213 1.495 1.690 1.755 1.885 1.928 2.101 2.210 2.426 3.120 3.250 3.900Single core 3.336 3.336 3.336 3.640 3.640 4.203 4.203 6.175 7.583 8.125 8.666Two core 3.336 3.336 3.336 3.640 3.640 4.203 4.203 6.175 7.583 8.125 8.666Three core 3.553 3.553 3.553 3.813 3.813 4.333 4.333 6.283 7.908 8.450 8.987Four core 3.770 3.770 3.770 4.051 4.051 4.550 4.550 6.608 8.233 8.775 9.316Single core 3.120 3.120 3.120 3.380 3.380 3.900 3.900 5.741 6.175 6.608 7.041Two core 3.120 3.120 3.120 3.380 3.380 3.900 3.900 5.741 6.175 6.608 7.041Three core 3.228 3.228 3.228 3.488 3.488 4.008 4.008 6.309 6.500 6.933 7.366Four core 3.336 3.336 3.336 3.618 3.618 4.116 4.116 6.175 6.825 7.258 7.691Single core 3.770 3.770 3.770 4.073 4.073 4.636 4.636 6.608 9.100 9.533 9.966Two core 3.770 3.770 3.770 4.073 4.073 4.636 4.636 6.608 9.100 9.533 9.966Three core 3.986 3.986 3.986 4.246 4.246 4.766 4.766 6.716 9.425 9.858 10.291Four core 4.203 4.203 4.203 4.485 4.485 4.983 4.983 7.041 9.750 10.183 10.616

HV/LV armoured distribution cables (all types)

In trenches or ducts

Fixed direct to backgrounds

Gland and terminate

Tee Cable joints

Through Cable joints

Four way Cable joints

1.5mm 2.5mm 4mm 6mm 10mm 16mm 25mm 35mm 50mm 70mm 95mm 120mm 150mmIn trunking / conduit

Single core 0.033 0.043 0.043 0.043 0.053 0.053 0.075 0.075 0.075 0.075 0.100 0.100 0.100

LV unarmoured distribution cables (all types)

104

0.9mm6 Pair 0.10310 Pair 0.03920 Pair 0.04350 Pair 0.1566 Pair 1.40310 Pair 2.71420 Pair 4.03450 Pair 7.535

Telephone cable (all types)


Gland and terminate

n.e 1.5mm

2 Pair 0.07510 Pair 0.09020 Pair 0.1002 Pair 0.66310 Pair 2.46720 Pair 3.667

Armoured Thermocouple cable (all types)


Gland and terminate

n.e 1.5mm

2.5mm 4mm


n.e. 4 Core 0.335 0.335 0.335

In trunking / conduit

n.e. 4 Core 0.029 0.033 0.037

Gland and terminate

n.e. 4 Core 0.216 0.216 0.250

Flexible distribution cable (all types)

105

Unit Hrsn.e. 6 Core 2.551Over 6 n.e. 12 Core 3.824Over 12 n.e. 18 Core 4.286Over 18 n.e. 24 Core 5.448Over 24 n.e. 30 Core 7.010Over 30 n.e. 36 Core 8.741

Fibre Optic cable (all types)


Unit Hrsn.e. 5mm OD 0.056Over 5 n.e. 10mm OD 0.068Over 10 n.e. 20mm OD 0.092Over 20 n.e. 30mm OD 0.136n.e. 5mm OD 1.896Over 5 n.e. 10mm OD 2.276Over 10 n.e. 20mm OD 3.036Over 20 n.e. 30mm OD 3.795

Co-axial cable (all types)

Gland and terminate


106

1.5mm 2.5mm 4mm5 core 0.086 0.086 0.1087 core 0.086 0.108 0.13010 core 0.108 0.130 0.19512 core 0.108 0.130 0.23819 core 0.130 0.173 0.26027 core 0.173 0.216 0.28137 core 0.216 0.28148 core 0.238 0.3255 core 0.129 0.205 0.2387 core 0.129 0.238 0.31410 core 0.205 0.281 0.43312 core 0.238 0.314 0.45419 core 0.314 0.422 0.49827 core 0.422 0.465 0.54137 core 0.454 0.50948 core 0.498 0.5525 core 0.823 0.823 0.8667 core 0.953 0.953 0.99610 core 1.105 1.105 1.21312 core 1.105 1.105 1.21319 core 1.365 1.365 1.47327 core 1.668 1.668 1.84137 core 2.015 2.01548 core 2.773 2.773

Multicore armoured Control cables (all types)



Gland and terminate

107

n.e 1.5mm

n.e. 1.5mm

1 Pair 0.0291 Triple 0.0352 Pair 0.0293 Pair 0.0354 Pair 0.0395 Pair 0.0436 Pair 0.0466 Triple 0.0577 Pair 0.0507 Triple 0.0628 Pair 0.05310 Pair 0.05712 Pair 0.06212 Triple 0.07220 Pair 0.07236 Pair 0.08650 Pair 0.096100 Pair 0.1441 Pair 0.0721 Quad 0.0751 Triple 0.0722 Pair 0.0723 Pair 0.0904 Pair 0.1105 Pair 0.1305 Quad 0.0906 Pair 0.1336 Triple 0.1447 Pair 0.1367 Triple 0.1508 Pair 0.13910 Pair 0.14410 Quad 0.10012 Pair 0.15012 Triple 0.17320 Pair 0.17336 Pair 0.20850 Pair 0.231100 Pair 0.346

Multi-paired unarmoured Instrumentation Cables (all types)



108

n.e 1.5mm

n.e. 1.5mm

1 Pair 0.2841 Quad 0.6631 Triple 0.4232 Pair 0.4233 Pair 0.5604 Pair 0.7005 Pair 0.8535 Quad 2.4676 Pair 1.0506 Triple 1.4307 Pair 1.2307 Triple 1.6108 Pair 1.40010 Pair 1.60210 Quad 3.66712 Pair 1.90012 Triple 3.09020 Pair 3.12736 Pair 5.36050 Pair 7.444100 Pair 14.887

Multi-paired unarmoured Instrumentation Cables (Col lective screened)

Terminate

109

n.e 1.5mm

n.e. 1.5mm

1 Pair 0.3551 Quad 0.8292 Pair 0.5293 Pair 0.6904 Pair 0.8605 Pair 1.0665 Quad 3.0836 Pair 1.2507 Pair 1.4908 Pair 1.70010 Pair 2.00210 Quad 4.58312 Pair 2.40020 Pair 3.90936 Pair 6.70150 Pair 9.306100 Pair 18.610

Multi-paired unarmoured Instrumentation Cables (Ind ividual and Collective screened)

Terminate

110

2.5 to 4.0mm2

6.0 to 10.0mm2

16.0 to 25.0mm2

35.0 to 50.0mm2

n.e. 50mm Dia.

Over 50mm n.e. 75mm

Dia.

70.0 to 95.0mm2

120.0 to 150.0mm2

15A to 100A TP

150A to 200A TP

25mm x 3mm

30A to 80A DP

(blank)

Fixed direct to backgrounds 0.086 0.151 0.216 0.245 0.315 0.425Terminate 0.200 0.200 0.250 0.250 0.275 0.275Crimped Joint 0.200 0.200 0.250 0.250 0.275 0.275Thermal welded Joint 0.250 0.250 0.275 0.285 0.290 0.350Aluminium Tape 0.346Bi-metal Connector 0.216Central bolt test clamp 0.173Copper Tape, Plastic Coated 0.390DC tape clip metal 0.065DC tape clip plastic 0.053Disconnect Link 0.541Disconnect Link Metal Channel 0.433Earth Lattice Plate 1.300Earth Plate solid Copper 1.300Flat Saddle with Elevation Rod Air Terminal 1.625Screw down tape clamp 0.216Square tape clamp 0.216Tape saddles 0.108Through test or junction clamp 0.260Install RCCB's complete with Weatherproof or Metal Enclosures RCCB's 2.166 2.600 1.950Fixing a Mechanical Earth Clamp to Pipe Earth Clamps to pipe 0.303 0.368Install Earth Electrode Inspection Pit and Cover Earth Pit 0.650Fitting Earth Rod Clamp 0.216Install Earth Rod into average ground 1200mm 0.325Fabricate & Install Earthing Busbar 2.150Install only Earthing Busbar 1.550

Electrical earthing (Install)

Unarmoured Earthing Cables

Earthing accessories

Lightning Conductor Equipment

Single core

Earthing Busbars

Earth Rods and Clamps

111

J.2.8 Electrical Accessories Installation

Unit HrsRemote Control Units 0.850 Safety Switches 0.650 Convenience Socket Outlet 230V 2.000 Flameproof Lighting Switches 0.650 telephone outlet 0.490 Welding Socket Outlet 100A 2.500

n.e.20 way junction or marshalling box complete with Kippon type terminals 1.000 21 to 40 way junction or marshalling box complete with Kippon type terminals 1.800 41 to 80 way junction or marshalling box complete with Kippon type terminals 2.300 81 to 120 way junction or marshalling box complete with Kippon type terminals 2.600 121 to 160 way junction or marshalling box complete with Kippon type terminals 2.900 161 to 200 way junction or marshalling box complete with Kippon type terminals 3.200 201 to 400 way junction or marshalling box complete with Kippon type terminals 3.500

Make up Critchley Ident and fit carrier to cable 0.072 Fit Partex Ferrule numbers and pin crimp to each core. 0.072 Traffolyte Labels 0.215 Adaptable box 300mm x 300mm 0.606 Adaptable box 600mm x 600mm 0.780 Adaptable box 900mm x 900mm 1.300 Pack transit frame 0.429 Unpack Transit frame 0.429

Electrical Accessories (Install)

Junction or marshalling box

Switches & Outlets

Cable identification markers

Junction or marshalling box

Transit frames

112

J.2.9 Light Fittings Installation

Unit HrsFlameproof fluorescents

1x1500/2400 2.600 1x600/1200 2.275 2x1500/2400 3.791 2x600/1200 2.166 Bulkhead 1.625

Standard / Emergency LuminairesSingle Bulkhead 1.625 Twin Bulkhead 1.857 Single Overhead 2.321 Twin Overhead 3.095 Triple Overhead 3.250 "Exit" light 1.625

Explosion Proof LuminairesSingle Overhead 3.560 Single Bulkhead 2.476 Twin Bulkhead 2.786 Twin Overhead 4.643 Triple Overhead 4.952

Floodlightsn.e. 150w HPS Floodlight 3.300 250w HPS Floodlight 3.637 400w HPS Floodlight 4.256 600w HPS Floodlight 4.836 1000w HPS Floodlight 5.417

MiscLighting Dimmer Control 1.170 Floodlight Control 1.780 Portable Lamp with Charger 1.780

Plant re-lampingOverhead / Bulkhead Fitting 0.600 Fluorescent Fitting 0.800

Light Fittings (Install)

113

J.2.10 Electrical Switchgear Installation

Unit Hrs15A 0.390 30A 0.455 60A 0.390 100A 0.455 15A 1.256 30A 1.256 60A 1.451 100A 1.841 15A 1.300 30A 1.300 60A 1.408 100A 2.058 15A 1.148 30A 1.148 60A 1.408 100A 2.058 15A 1.408 30A 1.408 60A 1.625 100A 2.058 15A 1.690 30A 1.690 60A 1.841 100A 2.275 60A 2.015 100A 2.491 200A 3.250 60A 2.015 100A 2.491 200A 3.250 60A 1.950 100A 2.166 200A 5.936 60A 2.816 100A 3.120 200A 6.976 15A & 30A 1.950 60A 3.683 100A 4.073 200A 8.016 15A & 30A 2.730

8 way 15A & 30A 3.510

Switch fuses TP&N

Switch fuses SP&N 500V

Switch fuses DP 500V

Electrical switchgear (Install)

2 way

4 way

6 way

Isolators SP&N or DP

Isolators TP

Isolators TP&N

Switch fuses SP&N or DP

Metalclad MCB distribution boards TP&N

Switch fuses TP

114

Unit Hrs450mm 2.058 600mm 2.383 900mm 2.893 1400mm 4.225 1800mm 4.658 100A to 400A 0.325 500A to 800A 0.541 100A 0.260 20A to 60A 0.216 Cable Connectors 0.033 Crimp termination and screw down clamp 0.033 Cable Connectors 0.043 Crimp termination and screw down clamp 0.043 Cable Connectors 0.053 Crimp termination and screw down clamp 0.053

50 to 95mm Crimp termination and screw down clamp 0.033 120 to 150mm Crimp termination and screw down clamp 0.043 185 to 240mm Crimp termination and screw down clamp 0.053 300 to 400mm Crimp termination and screw down clamp 0.053

Floor mounted 13.000 Wall mounted 15.000 Stop/Start 0.813 Emergency Stop 0.688 Indicating Emergency Stop 0.813 Local/remote 0.813 Auto Manual 1.375 Field Control Station 1.063 Duty Selector 1.375

Electrical switchgear (Install)

16 to 35mm

Control Cubicles & MCB Control Panels

Local Control Stations

Busbar coupling links

Busbar clamps

Busbar chambers

1 to 4mm

6 to 10mm

Busbar accessories

115

J.2.11 Instrument Pipework

Unit HrsUPVC / HDPE tubing & fittings (Fabricate & Install)

n.e. 15mm ID 0.429 over 15mm n.e. 20mm ID 0.488 over 20mm n.e. 25mm ID 0.585

Galvanised Carbon steel pipe & fittings (Fabricate & Install)n.e. 15mm ID 1.014 over 15mm n.e. 20mm ID 1.268 over 20mm n.e. 25mm ID 1.500

Copper tubing & fittings (PVC covered) (Fabricate & Install)6mm OD 0.372 8mm OD 0.423 10mm OD 0.592

Stainless Steel/Incolloy tubing & fittings (Fabricate & Install)6mm OD 0.790 8mm OD 0.874 10mm OD 1.223

Valve (all materials/ratings) (Install)n.e. 15mm ID 0.300 over 15mm n.e. 20mm ID 0.250 over 20mm n.e. 25mm ID 0.400

Manifold 1 Valve (all materials/ratings) (Install)n.e. 15mm ID 0.250 over 15mm n.e. 20mm ID 0.300 over 20mm n.e. 25mm ID 0.350

Manifold 2 Valve (all materials/ratings) (Install)n.e. 15mm ID 0.300





Intrument Pipework

116

J.2.12 Instrument Equipment

Unit HrsIndicator 0.890 Recorder 1.160 Gauge 0.890 Quantity indicator 1.780 In line transmitter 1.200 Alarm 1.000 Controller 1.330 Element 1.000 Switch 1.200 Transmitter 1.160 Indicator 0.333 Recorder 0.333 Gauge 0.333 Quantity indicator 0.333 Alarm 0.333 Controller 0.333 Element 0.333 Switch 0.333 Transmitter 0.333 Indicator 1.333 Recorder 1.778 Gauge 1.333 Quantity indicator 2.444 In line transmitter 1.556 Alarm 1.644 Controller 1.778 Element 1.644 Switch 1.778 Transmitter 1.778 Indicator 1.000 Recorder 1.560 Gauge 1.000 Alarm 1.330 Controller 2.670 Element 1.110 Switch 1.330 Transmitter 1.160 RTD sensor 1.110 Thermowell 1.110 Indicator 0.333 Recorder 0.333 Gauge 0.167 Alarm 0.333 Controller 0.333 Element 0.333 Switch 0.333 Transmitter 0.333 Thermowell 0.167 Indicator 1.222 Recorder 1.644 Gauge 1.644 Alarm 2.222 Controller 2.222 Element 1.644 Switch 2.444 Transmitter 1.556 RTD sensor 1.556 Thermowell 1.556

Intrument Equipment

Install

Disconnect and re connect

Remove; Calibrate and reinstall

Install



Flow Instruments

Temperature Instruments

117

Unit HrsIndicator 1.560 Recorder 1.780 Gauge 1.560 Alarm 1.780 Controller 2.780 Switch 1.780 Transmitter 1.780 Diff Indicator 2.000 Diff transmitter 2.000 Indicator 0.333 Recorder 0.333 Gauge 0.333 Alarm 0.333 Controller 0.333 Switch 0.333 Transmitter 0.333 Diff Indicator 0.333 Diff transmitter 0.333 Indicator 1.333 Recorder 1.556 Gauge 1.556 Alarm 1.556 Controller 1.778 Switch 1.556 Transmitter 1.556 Diff Indicator 1.556 Diff transmitter 1.556 Indicator 2.330 Recorder 2.330 Gauge 2.330 Alarm 2.330 Controller 4.200 Switch 2.800 Transmitter 4.200 Glass 2.330 Alarm lamp 1.760 Indicator 0.333 Recorder 0.333 Gauge 0.333 Alarm 0.333 Controller 0.333 Switch 0.333 Transmitter 0.333 Glass 0.333 Alarm lamp 0.333 Indicator 1.778 Recorder 1.778 Gauge 1.778 Alarm 1.778 Controller 1.778 Switch 1.778 Transmitter 1.778 Glass 1.778 Alarm lamp 1.778

Intrument Equipment

Install


Pressure Instruments



InstallLevel Instruments


118

Unit HrsP/I Convertor 1.560 I/P Convertor 1.560 I.S. Interface 1.110 Integrator 1.110 recorder Indicator 1.560 Probe 1.110 Air filter regulator 1.560 Annunciator 1.780 Conductivity Indicator 1.110 Transducer 1.330 P/I Convertor 0.333 I/P Convertor 0.333 I.S. Interface 0.333 Integrator 0.333 recorder Indicator 0.333 Pen recorder 0.333 Air filter regulator 0.333 P/I Convertor 2.000 I/P Convertor 2.000 I.S. Interface 1.556 Integrator 1.556 recorder Indicator 2.000 Pen recorder 2.000 Air filter regulator 1.111 approx. 650mm x 650mm x 300mm 1.750 approx. 1050mm x 650mm x 300mm 2.500 approx. 2200mm x 1200mm x 800mm 6.500 approx. 2200mm x 2400mm x 800mm 8.500 VDU Panel 4.000

Install



Install

Intrument Equipment

Miscellaneous Instruments

Instrument Cubicle/Panel

119

J.2.13 Telecomms/CCTV/Security Equipment Installati on

Unit HrsTelecomms equipment

P.A. Access Station 7.620 Loudspeaker (internal) c/w junction box 2.860 Loudspeaker (external) c/w junction box 4.760 Internal telephone socket outlet 0.950 Internal telephone 0.480 Internal wall mounted telephone 0.950 Internal telephone hood 2.860 Line amplifier 4.760 External explosion proof mounted telephone 1.910 External telephone hood 4.760 External telephone socket outlet 1.910 Flashing Light (beacon) 2.860 Telecomms distribution box & supports (external) 4.760 Telecomms patch panel & cabinet 11.430

CCTV/Security equipment14" monitor 4.290 17" monitor 4.760 Camera c/w lens & junction box 3.810 Camera housing & heater 3.810

Telecomms/CCTV/Security equipment (Install)

J.2.14 Fire & Gas Equipment Installation

Unit HrsAudible & Visual Alarms

Alarm Sounder 0.975 Alarm Sounder & light 1.386 Flashing Light (Strobe) 1.300 Siren, fire alarm type 0.975 Warbler alarm 0.975

DetectorsHeat detector and base 0.866 Oil Mist detector 1.160 Gas detector (all types) and base 1.300 Flame detector 1.160 Smoke detector (all types) and base 1.300

Control & InitiationReceiver (all types) 1.300 Break glass FA contacts 0.520 Deluge release call point 1.160 Fire alarm control panel 2.600 Transmitter (all types) 1.300

Fire & Gas Equipment (Install)

120

J.2.15 Heat Tracing

Unit HrsTo Pipework - straight taped

n.e. 150mm diameter 0.150 Over 150mm n.e. 300mm diameter 0.183 Over 300mm n.e. 450mm diameter 0.216

To Instrument pipework - straight tapedn.e. 15mm diameter 0.100

To Pipework - spiral tapedn.e. 150mm diameter 0.200 Over 150mm n.e. 300mm diameter 0.233 Over 300mm n.e. 450mm diameter 0.250

To Instrument pipework - spiral tapedn.e. 15mm diameter 0.166

To Vessels and the like - spiral tapedn.e. 3.00m circumference 0.250 Over 3.00m n.e. 4.50m circumference 0.283 Over 4.50m n.e. 6.00m circumference 0.316 Over 6.00m n.e. 10.00m circumference 0.350

Trace Heating Junction Box - fixed to pipe 0.416 Trace Heating Thermostat - fixed to pipe 0.416 Gland & Terminate Trace Heating tape 0.500 End termination using cold shrink end seal 0.300 Through joint using cold shrink joint kit 0.800 Compression cable gland 0.400

Heat Tracing (Install)

121

J.2.16 Testing

Unit HrsPolarity Test 0.278 Electrical separation of circuits 0.278 Protection against direct contact 0.278 Earth Loop Impedance Test 0.416 Operation of Residual Current Protective Devices 0.416 Functional testing of loops; up to 5 items

Pressure 3.796 Level 3.796 Flow 3.796 Temperature 2.496

Testing

122

L.1 Insulation Norms

L.2.1 Base Preformed Section Norms (Mineral Wool) PREFORMED SECTION: UP TO 0.7mm ALUZINC, ALUMINIUM F LAT OR STAINLESS STEELROLLED CASING TO PIPEWORK

n.e. 62mm Insulation Thickness Unit

Norm Norm Norm Norm NormNew Complete Specification m 0.259 0.315 0.397 0.509 0.607

Extra over Elbow or Bend Nr 0.181 0.220 0.277 0.356 0.424

Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.090 0.110 0.138 0.178 0.212

Extra over Flange Joint-mineral wool Nr 0.258 0.315 0.395 0.509 0.606

Extra over Flange Joint-foamglass Nr 0.310 0.378 0.475 0.611 0.727

Extra over Valve or Strainer-mineral wool Nr 0.387 0.472 0.593 0.763 0.909

Extra over Valve or Strainer-foamglass Nr 0.465 0.567 0.712 0.916 1.091

Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.271 0.331 0.415 0.534 0.636

Strip and remove to skip-Insulation and Cladding m 0.141 0.174 0.217 0.279 0.335



Extra over Flange Joint-mineral wool or Foamglass Nr 0.142 0.173 0.217 0.280 0.333

Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.213 0.260 0.326 0.420 0.500

Strip and remove to skip-Cladding only m 0.098 0.121 0.151 0.197 0.233

Strip and store-Insulation and Cladding m 0.197 0.239 0.302 0.390 0.463

Strip and store-Cladding m 0.138 0.167 0.210 0.272 0.325

Strip, store and refit-Insulation and Cladding m 0.443 0.541 0.679 0.873 1.040

Strip, store and refit-Cladding m 0.308 0.377 0.476 0.610 0.728

Strip, store and refit-Cladding;remove and renew Insulation m 0.430 0.525 0.659 0.846 1.010





Strip, remove and renew Cladding only m 0.279 0.341 0.430 0.551 0.656

Strip, remove and renew complete specification m 0.400 0.489 0.614 0.787 0.938








Over 150mm n.e. 250mm

Pipe Size

n.e. 50mm Over 350mm n.e. 500mm



123

PREFORMED SECTION: UP TO 0.7mm ALUZINC, ALUMINIUM F LAT OR STAINLESS STEELROLLED CASING TO PIPEWORK


Norm Norm Norm Norm NormNew Complete Specification m 0.727 0.788 0.848 0.908 0.969Extra over Elbow or Bend Nr 0.509 0.551 0.594 0.636 0.479Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.255 0.276 0.297 0.318 0.339Extra over Flange Joint-mineral wool Nr 0.727 0.788 0.848 0.908 0.969Extra over Flange Joint-foamglass Nr 0.873 0.945 1.018 1.090 1.163Extra over Valve or Strainer-mineral wool Nr 1.091 1.181 1.272 1.363 1.454Extra over Valve or Strainer-foamglass Nr 1.309 1.418 1.527 1.635 1.745Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.764 0.827 0.891 0.954 1.018

Pipe SizeOver 500mm n.e. 600mm

650mm 700mm 750mm 800mm


n.e. 62mm Insulation Thickness UnitNorm Norm Norm Norm Norm

New Complete Specification m 1.091 1.273 1.455 1.636 1.818Extra over Elbow or Bend Nr 0.763 0.891 1.018 1.146 1.273Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.382 0.445 0.509 0.573 0.636Extra over Flange Joint-mineral wool Nr 1.091 1.273 1.455 1.636 1.818Extra over Flange Joint-foamglass Nr 1.309 1.527 1.746 1.964 2.182Extra over Valve or Strainer-mineral wool Nr 1.636 1.909 2.182 2.455 2.727Extra over Valve or Strainer-foamglass Nr 1.963 2.291 2.618 2.946 3.273Extra over Seal Closure Plate with Armourset and Rockwrap Nr 1.145 1.336 1.527 1.718 1.909

Pipe Size900mm 1100mm 1200mm 1400mm 1500mm

124


Over 62mm n.e. 112mm Insulation Thickness












Extra over Flange Joint-mineral wool or Foamglass Nr 0.204 0.231 0.289 0.364 0.422

Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.307 0.346 0.433 0.546 0.633






Strip, store and refit-Cladding;remove and renew Insulation m 0.620 0.699 0.876 1.102 1.276


















125


Over 62mm n.e. 112mm Insulation Thickness Unit



650mm 700mm 750mm 800mm


Over 62mm n.e. 112mm Insulation Thickness UnitNorm Norm Norm Norm Norm



126


Over 112mm n.e. 150mm Insulation Thickness

Norm Norm Norm Norm NormNew Complete Specification m 0.515 0.663 0.823 0.951

Extra over Elbow or Bend Nr 0.361 0.463 0.576 0.667

Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.181 0.232 0.288 0.333

Extra over Flange Joint-mineral wool Nr 0.516 0.662 0.823 0.952

Extra over Flange Joint-foamglass Nr 0.620 0.794 0.988 1.143

Extra over Valve or Strainer-mineral wool Nr 0.775 0.993 1.235 1.429

Extra over Valve or Strainer-foamglass Nr 0.930 1.191 1.482 1.714

Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.542 0.695 0.864 1.000

Strip and remove to skip-Insulation and Cladding m 0.285 0.364 0.453 0.525



Extra over Flange Joint-mineral wool or Foamglass Nr 0.284 0.364 0.453 0.524

Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.426 0.546 0.679 0.786

Strip and remove to skip-Cladding only m 0.200 0.256 0.318 0.367

Strip and store-Insulation and Cladding m 0.394 0.505 0.630 0.728

Strip and store-Cladding m 0.276 0.354 0.440 0.509

Strip, store and refit-Insulation and Cladding m 0.886 1.135 1.411 1.634

Strip, store and refit-Cladding m 0.620 0.794 0.988 1.142

Strip, store and refit-Cladding;remove and renew Insulation m 0.860 1.102 1.371 1.585





Strip, remove and renew Cladding only m 0.561 0.718 0.892 1.033

Strip, remove and renew complete specification m 0.801 1.027 1.276 1.476




Extra over Flange Joint-foamglass Nr 0.961 1.231 1.531 1.771


Extra over Valve or Strainer-foamglass Nr 1.441 1.846 2.297 2.657

Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.840 1.077 1.340 1.550





n.e. 50mm

127





650mm 700mm 750mm 800mm





128

MINERAL WOOL PREFORMED SECTION: UP TO 24 MIL ALUZIN C OR ALUMINIUM FLATROLLED CASING TO PIPEWORK

Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.079 0.079 0.079 0.079 0.108 0.113Extra over Elbow or Bend Nr 0.181 0.181 0.181 0.181 0.249 0.260Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.090 0.090 0.090 0.090 0.124 0.130Extra over Flange Joint-mineral wool Nr 0.258 0.258 0.258 0.258 0.355 0.372Extra over Flange Joint-foamglass Nr 0.310 0.310 0.310 0.310 0.427 0.446Extra over Valve or Strainer-mineral wool Nr 0.387 0.387 0.387 0.387 0.533 0.557Extra over Valve or Strainer-foamglass Nr 0.465 0.465 0.465 0.465 0.640 0.669Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.271 0.271 0.271 0.271 0.373 0.390Strip, remove and renew complete specification ft 0.122 0.122 0.122 0.122 0.168 0.176Extra over Elbow or Bend Nr 0.280 0.280 0.280 0.280 0.386 0.403Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.140 0.140 0.140 0.140 0.193 0.202Extra over Flange Joint-mineral wool Nr 0.400 0.400 0.400 0.400 0.551 0.576Extra over Flange Joint-foamglass Nr 0.480 0.480 0.480 0.480 0.661 0.691Extra over Valve or Strainer-mineral wool Nr 0.600 0.600 0.600 0.600 0.826 0.864Extra over Valve or Strainer-foamglass Nr 0.720 0.720 0.720 0.720 0.992 1.037Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.420 0.420 0.420 0.420 0.578 0.605Strip and remove to skip-Insulation and Cladding ft 0.043 0.043 0.043 0.043 0.060 0.062Extra over Elbow or Bend Nr 0.099 0.099 0.099 0.099 0.137 0.143Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.050 0.050 0.050 0.050 0.068 0.072Extra over Flange Joint-mineral wool or Foamglass Nr 0.142 0.142 0.142 0.142 0.195 0.204Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.213 0.213 0.213 0.213 0.293 0.307Strip and remove to skip-Cladding only ft 0.030 0.030 0.030 0.030 0.042 0.044Strip and store-Insulation and Cladding ft 0.060 0.060 0.060 0.060 0.083 0.087Strip and store-Cladding ft 0.042 0.042 0.042 0.042 0.058 0.061Strip, store and refit-Insulation and Cladding ft 0.135 0.135 0.135 0.135 0.186 0.194Strip, store and refit-Cladding ft 0.094 0.094 0.094 0.094 0.130 0.136Strip, store and refit-Cladding;remove and renew Insulation ft 0.131 0.131 0.131 0.131 0.180 0.189Extra over Elbow or Bend Nr 0.301 0.301 0.301 0.301 0.414 0.433Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.150 0.150 0.150 0.150 0.207 0.217Extra over Flange Joint-mineral wool Nr 0.430 0.430 0.430 0.430 0.592 0.619Extra over Valve or Strainer-mineral wool Nr 0.645 0.645 0.645 0.645 0.888 0.928Strip, remove and renew Cladding only ft 0.085 0.085 0.085 0.085 0.118 0.123

1/2" pipe size Unit 1" 1 1/2" 2" 2 1/2" 3" 4"Insulation Thickness

129



3/4" pipe size Unit 3" 4"Insulation Thickness

1" 1 1/2" 2" 2 1/2"

130



1" pipe size UnitInsulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 4"

131



Unit1 1/2" pipe size 1 1/2" 2" 3" 4"Insulation Thickness

1" 2 1/2"

132




1" 1 1/2" 2" 2 1/2" 3" 4"

133


Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.096 0.096 0.096 0.096 0.121 0.128Extra over Elbow or Bend Nr 0.220 0.220 0.220 0.220 0.277 0.293Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.110 0.110 0.110 0.110 0.138 0.147Extra over Flange Joint-mineral wool Nr 0.315 0.315 0.315 0.315 0.395 0.419Extra over Flange Joint-foamglass Nr 0.378 0.378 0.378 0.378 0.475 0.503Extra over Valve or Strainer-mineral wool Nr 0.472 0.472 0.472 0.472 0.593 0.629Extra over Valve or Strainer-foamglass Nr 0.567 0.567 0.567 0.567 0.712 0.755Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.331 0.331 0.331 0.331 0.415 0.440Strip, remove and renew complete specification ft 0.149 0.149 0.149 0.149 0.187 0.198Extra over Elbow or Bend Nr 0.342 0.342 0.342 0.342 0.429 0.455Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.171 0.171 0.171 0.171 0.215 0.227Extra over Flange Joint-mineral wool Nr 0.488 0.488 0.488 0.488 0.613 0.650Extra over Flange Joint-foamglass Nr 0.586 0.586 0.586 0.586 0.735 0.780Extra over Valve or Strainer-mineral wool Nr 0.732 0.732 0.732 0.732 0.919 0.975Extra over Valve or Strainer-foamglass Nr 0.879 0.879 0.879 0.879 1.103 1.170Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.513 0.513 0.513 0.513 0.644 0.682Strip and remove to skip-Insulation and Cladding ft 0.053 0.053 0.053 0.053 0.066 0.070Extra over Elbow or Bend Nr 0.121 0.121 0.121 0.121 0.152 0.161Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.061 0.061 0.061 0.061 0.076 0.081Extra over Flange Joint-mineral wool or Foamglass Nr 0.173 0.173 0.173 0.173 0.217 0.231Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.260 0.260 0.260 0.260 0.326 0.346Strip and remove to skip-Cladding only ft 0.037 0.037 0.037 0.037 0.046 0.049Strip and store-Insulation and Cladding ft 0.073 0.073 0.073 0.073 0.092 0.098Strip and store-Cladding ft 0.051 0.051 0.051 0.051 0.064 0.068Strip, store and refit-Insulation and Cladding ft 0.165 0.165 0.165 0.165 0.207 0.219Extra over Elbow or Bend Nr 0.000 0.000 0.378 0.000 0.475 0.000Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.000 0.000 0.189 0.000 0.237 0.000Strip, store and refit-Cladding ft 0.115 0.115 0.115 0.115 0.145 0.153Strip, store and refit-Cladding;remove and renew Insulation ft 0.160 0.160 0.160 0.160 0.201 0.213Extra over Elbow or Bend Nr 0.367 0.367 0.367 0.367 0.461 0.489Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.184 0.184 0.184 0.184 0.230 0.244Extra over Flange Joint-mineral wool Nr 0.524 0.524 0.524 0.524 0.658 0.698Extra over Valve or Strainer-mineral wool Nr 0.787 0.787 0.787 0.787 0.988 1.047Strip, remove and renew Cladding only ft 0.104 0.104 0.104 0.104 0.131 0.139


1" 1 1/2" 2" 2 1/2" 3" 4"

134



Unit4" pipe sizeInsulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 4"

135


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.096 0.096 0.096 0.096 0.121 0.128 0.128 0.157 0.157 0.157Extra over Elbow or Bend Nr 0.220 0.220 0.220 0.220 0.277 0.293 0.293 0.361 0.361 0.361Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.110 0.110 0.110 0.110 0.138 0.147 0.147 0.181 0.181 0.181Extra over Flange Joint-mineral wool Nr 0.315 0.315 0.315 0.315 0.395 0.419 0.419 0.516 0.516 0.516Extra over Flange Joint-foamglass Nr 0.378 0.378 0.378 0.378 0.475 0.503 0.503 0.620 0.620 0.620Extra over Valve or Strainer-mineral wool Nr 0.472 0.472 0.472 0.472 0.593 0.629 0.629 0.775 0.775 0.775Extra over Valve or Strainer-foamglass Nr 0.567 0.567 0.567 0.567 0.712 0.755 0.755 0.930 0.930 0.930a Nr 0.331 0.331 0.331 0.331 0.415 0.440 0.440 0.542 0.542 0.542Strip, remove and renew complete specification ft 0.149 0.149 0.149 0.149 0.187 0.198 0.198 0.244 0.244 0.244Extra over Elbow or Bend Nr 0.342 0.342 0.342 0.342 0.429 0.455 0.455 0.560 0.560 0.560Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.171 0.171 0.171 0.171 0.215 0.227 0.227 0.280 0.280 0.280Extra over Flange Joint-mineral wool Nr 0.488 0.488 0.488 0.488 0.613 0.650 0.650 0.800 0.800 0.800Extra over Flange Joint-foamglass Nr 0.586 0.586 0.586 0.586 0.735 0.780 0.780 0.961 0.961 0.961Extra over Valve or Strainer-mineral wool Nr 0.732 0.732 0.732 0.732 0.919 0.975 0.975 1.201 1.201 1.201Extra over Valve or Strainer-foamglass Nr 0.879 0.879 0.879 0.879 1.103 1.170 1.170 1.441 1.441 1.441Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.513 0.513 0.513 0.513 0.644 0.682 0.682 0.840 0.840 0.840Strip and remove to skip-Insulation and Cladding ft 0.053 0.053 0.053 0.053 0.066 0.070 0.070 0.087 0.087 0.087Extra over Elbow or Bend Nr 0.121 0.121 0.121 0.121 0.152 0.161 0.161 0.199 0.199 0.199Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.061 0.061 0.061 0.061 0.076 0.081 0.081 0.099 0.099 0.099Extra over Flange Joint-mineral wool or Foamglass Nr 0.173 0.173 0.173 0.173 0.217 0.231 0.231 0.284 0.284 0.284Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.260 0.260 0.260 0.260 0.326 0.346 0.346 0.426 0.426 0.426Strip and remove to skip-Cladding only ft 0.037 0.037 0.037 0.037 0.046 0.049 0.049 0.061 0.061 0.061Strip and store-Insulation and Cladding ft 0.073 0.073 0.073 0.073 0.092 0.098 0.098 0.120 0.120 0.120Strip and store-Cladding ft 0.051 0.051 0.051 0.051 0.064 0.068 0.068 0.084 0.084 0.084Strip, store and refit-Insulation and Cladding ft 0.165 0.165 0.165 0.165 0.207 0.219 0.219 0.270 0.270 0.270Strip, store and refit-Cladding ft 0.115 0.115 0.115 0.115 0.145 0.153 0.153 0.189 0.189 0.189Strip, store and refit-Cladding;remove and renew Insulation ft 0.160 0.160 0.160 0.160 0.201 0.213 0.213 0.262 0.262 0.262Extra over Elbow or Bend Nr 0.367 0.367 0.367 0.367 0.461 0.489 0.489 0.602 0.602 0.602Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.184 0.184 0.184 0.184 0.230 0.244 0.244 0.301 0.301 0.301Extra over Flange Joint-mineral wool Nr 0.524 0.524 0.524 0.524 0.658 0.698 0.698 0.860 0.860 0.860Extra over Valve or Strainer-mineral wool Nr 0.787 0.787 0.787 0.787 0.988 1.047 1.047 1.290 1.290 1.290Strip, remove and renew Cladding only ft 0.104 0.104 0.104 0.104 0.131 0.139 0.139 0.171 0.171 0.171Extra over Elbow or Bend Nr 0.239


2"1 1/2"1" 2 1/2" 3" 4" 5" 5 1/2" 6"4 1/2"

136


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.121 0.121 0.121 0.121 0.153 0.157 0.157 0.199 0.199 0.199Extra over Elbow or Bend Nr 0.277 0.277 0.277 0.277 0.350 0.361 0.361 0.458 0.458 0.458Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.138 0.138 0.138 0.138 0.175 0.181 0.181 0.229 0.229 0.229Extra over Flange Joint-mineral wool Nr 0.395 0.395 0.395 0.395 0.500 0.516 0.516 0.654 0.654 0.654Extra over Flange Joint-foamglass Nr 0.475 0.475 0.475 0.475 0.600 0.620 0.620 0.784 0.784 0.784Extra over Valve or Strainer-mineral wool Nr 0.593 0.593 0.593 0.593 0.750 0.775 0.775 0.980 0.980 0.980Extra over Valve or Strainer-foamglass Nr 0.712 0.712 0.712 0.712 0.900 0.930 0.930 1.177 1.177 1.177Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.415 0.415 0.415 0.415 0.525 0.542 0.542 0.686 0.686 0.686Strip, remove and renew complete specification ft 0.187 0.187 0.187 0.187 0.236 0.244 0.244 0.309 0.309 0.309Extra over Elbow or Bend Nr 0.429 0.429 0.429 0.429 0.543 0.560 0.560 0.709 0.709 0.709Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.215 0.215 0.215 0.215 0.271 0.280 0.280 0.355 0.355 0.355Extra over Flange Joint-mineral wool Nr 0.613 0.613 0.613 0.613 0.775 0.800 0.800 1.013 1.013 1.013Extra over Flange Joint-foamglass Nr 0.735 0.735 0.735 0.735 0.930 0.961 0.961 1.216 1.216 1.216Extra over Valve or Strainer-mineral wool Nr 0.919 0.919 0.919 0.919 1.163 1.201 1.201 1.520 1.520 1.520Extra over Valve or Strainer-foamglass Nr 1.103 1.103 1.103 1.103 1.396 1.441 1.441 1.824 1.824 1.824Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.644 0.644 0.644 0.644 0.814 0.840 0.840 1.064 1.064 1.064Strip and remove to skip-Insulation and Cladding ft 0.066 0.066 0.066 0.066 0.084 0.087 0.087 0.110 0.110 0.110Extra over Elbow or Bend Nr 0.152 0.152 0.152 0.152 0.193 0.199 0.199 0.252 0.252 0.252Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.076 0.076 0.076 0.076 0.096 0.099 0.099 0.126 0.126 0.126Extra over Flange Joint-mineral wool or Foamglass Nr 0.217 0.217 0.217 0.217 0.275 0.284 0.284 0.359 0.359 0.359Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.326 0.326 0.326 0.326 0.413 0.426 0.426 0.539 0.539 0.539Strip and remove to skip-Cladding only ft 0.046 0.046 0.046 0.046 0.059 0.061 0.061 0.077 0.077 0.077Strip and store-Insulation and Cladding ft 0.092 0.092 0.092 0.092 0.117 0.120 0.120 0.152 0.152 0.152Strip and store-Cladding ft 0.064 0.064 0.064 0.064 0.082 0.084 0.084 0.107 0.107 0.107Strip, store and refit-Insulation and Cladding ft 0.207 0.207 0.207 0.207 0.262 0.270 0.270 0.342 0.342 0.342Strip, store and refit-Cladding ft 0.145 0.145 0.145 0.145 0.183 0.189 0.189 0.239 0.239 0.239Strip, store and refit-Cladding;remove and renew Insulation ft 0.201 0.201 0.201 0.201 0.254 0.262 0.262 0.332 0.332 0.332Extra over Elbow or Bend Nr 0.461 0.461 0.461 0.461 0.583 0.602 0.602 0.762 0.762 0.762Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.230 0.230 0.230 0.230 0.292 0.301 0.301 0.381 0.381 0.381Extra over Flange Joint-mineral wool Nr 0.658 0.658 0.658 0.658 0.833 0.860 0.860 1.088 1.088 1.088Extra over Valve or Strainer-mineral wool Nr 0.988 0.988 0.988 0.988 1.249 1.290 1.290 1.632 1.632 1.632Strip, remove and renew Cladding only ft 0.131 0.131 0.131 0.131 0.165 0.171 0.171 0.216 0.216 0.216Extra over Elbow or Bend Nr 0.300


1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 6"5 1/2"

137


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.121 0.121 0.121 0.121 0.155 0.160 0.160 0.202 0.202 0.202Extra over Elbow or Bend Nr 0.277 0.277 0.277 0.277 0.356 0.368 0.368 0.463 0.463 0.463Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.138 0.138 0.138 0.138 0.178 0.184 0.184 0.232 0.232 0.232Extra over Flange Joint-mineral wool Nr 0.395 0.395 0.395 0.395 0.509 0.525 0.525 0.662 0.662 0.662Extra over Flange Joint-foamglass Nr 0.475 0.475 0.475 0.475 0.611 0.630 0.630 0.794 0.794 0.794Extra over Valve or Strainer-mineral wool Nr 0.593 0.593 0.593 0.593 0.763 0.788 0.788 0.993 0.993 0.993Extra over Valve or Strainer-foamglass Nr 0.712 0.712 0.712 0.712 0.916 0.945 0.945 1.191 1.191 1.191Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.415 0.415 0.415 0.415 0.534 0.551 0.551 0.695 0.695 0.695Strip, remove and renew complete specification ft 0.187 0.187 0.187 0.187 0.240 0.248 0.248 0.313 0.313 0.313Extra over Elbow or Bend Nr 0.429 0.429 0.429 0.429 0.552 0.570 0.570 0.718 0.718 0.718Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.215 0.215 0.215 0.215 0.276 0.285 0.285 0.359 0.359 0.359Extra over Flange Joint-mineral wool Nr 0.613 0.613 0.613 0.613 0.789 0.814 0.814 1.026 1.026 1.026Extra over Flange Joint-foamglass Nr 0.735 0.735 0.735 0.735 0.946 0.977 0.977 1.231 1.231 1.231Extra over Valve or Strainer-mineral wool Nr 0.919 0.919 0.919 0.919 1.183 1.221 1.221 1.539 1.539 1.539Extra over Valve or Strainer-foamglass Nr 1.103 1.103 1.103 1.103 1.420 1.465 1.465 1.846 1.846 1.846Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.644 0.644 0.644 0.644 0.828 0.854 0.854 1.077 1.077 1.077Strip and remove to skip-Insulation and Cladding ft 0.066 0.066 0.066 0.066 0.085 0.088 0.088 0.111 0.111 0.111Extra over Elbow or Bend Nr 0.152 0.152 0.152 0.152 0.196 0.202 0.202 0.255 0.255 0.255Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.076 0.076 0.076 0.076 0.098 0.101 0.101 0.127 0.127 0.127Extra over Flange Joint-mineral wool or Foamglass Nr 0.217 0.217 0.217 0.217 0.280 0.289 0.289 0.364 0.364 0.364Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.326 0.326 0.326 0.326 0.420 0.433 0.433 0.546 0.546 0.546Strip and remove to skip-Cladding only ft 0.046 0.046 0.046 0.046 0.060 0.062 0.062 0.078 0.078 0.078Strip and store-Insulation and Cladding ft 0.092 0.092 0.092 0.092 0.119 0.122 0.122 0.154 0.154 0.154Strip and store-Cladding ft 0.064 0.064 0.064 0.064 0.083 0.086 0.086 0.108 0.108 0.108Strip, store and refit-Insulation and Cladding ft 0.207 0.207 0.207 0.207 0.266 0.275 0.275 0.346 0.346 0.346Strip, store and refit-Cladding ft 0.145 0.145 0.145 0.145 0.186 0.192 0.192 0.242 0.242 0.242Strip, store and refit-Cladding;remove and renew Insulation ft 0.201 0.201 0.201 0.201 0.258 0.267 0.267 0.336 0.336 0.336Extra over Elbow or Bend Nr 0.461 0.461 0.461 0.461 0.593 0.612 0.612 0.771 0.771 0.771Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.230 0.230 0.230 0.230 0.297 0.306 0.306 0.386 0.386 0.386Extra over Flange Joint-mineral wool Nr 0.658 0.658 0.658 0.658 0.847 0.874 0.874 1.102 1.102 1.102Extra over Valve or Strainer-mineral wool Nr 0.988 0.988 0.988 0.988 1.271 1.311 1.311 1.653 1.653 1.653Strip, remove and renew Cladding only ft 0.131 0.131 0.131 0.131 0.168 0.174 0.174 0.219 0.219 0.219EO Tee, Reducer, Full Cap End or End Closure Plate Nr 0.150


1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 6"5 1/2"

138


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.155 0.155 0.155 0.155 0.194 0.202 0.202 0.251 0.251 0.251Extra over Elbow or Bend Nr 0.356 0.356 0.356 0.356 0.447 0.463 0.463 0.576 0.576 0.576Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.178 0.178 0.178 0.178 0.223 0.232 0.232 0.288 0.288 0.288Extra over Flange Joint-mineral wool Nr 0.509 0.509 0.509 0.509 0.638 0.662 0.662 0.823 0.823 0.823Extra over Flange Joint-foamglass Nr 0.611 0.611 0.611 0.611 0.766 0.794 0.794 0.988 0.988 0.988Extra over Valve or Strainer-mineral wool Nr 0.763 0.763 0.763 0.763 0.957 0.993 0.993 1.235 1.235 1.235Extra over Valve or Strainer-foamglass Nr 0.916 0.916 0.916 0.916 1.148 1.191 1.191 1.482 1.482 1.482Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.534 0.534 0.534 0.534 0.670 0.695 0.695 0.864 0.864 0.864Strip, remove and renew complete specification ft 0.240 0.240 0.240 0.240 0.301 0.313 0.313 0.389 0.389 0.389Extra over Elbow or Bend Nr 0.552 0.552 0.552 0.552 0.692 0.718 0.718 0.893 0.893 0.893Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.276 0.276 0.276 0.276 0.346 0.359 0.359 0.447 0.447 0.447Extra over Flange Joint-mineral wool Nr 0.789 0.789 0.789 0.789 0.989 1.026 1.026 1.276 1.276 1.276Extra over Flange Joint-foamglass Nr 0.946 0.946 0.946 0.946 1.187 1.231 1.231 1.531 1.531 1.531Extra over Valve or Strainer-mineral wool Nr 1.183 1.183 1.183 1.183 1.483 1.539 1.539 1.914 1.914 1.914Extra over Valve or Strainer-foamglass Nr 1.420 1.420 1.420 1.420 1.780 1.846 1.846 2.297 2.297 2.297Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.828 0.828 0.828 0.828 1.038 1.077 1.077 1.340 1.340 1.340Strip and remove to skip-Insulation and Cladding ft 0.085 0.085 0.085 0.085 0.107 0.111 0.111 0.138 0.138 0.138Extra over Elbow or Bend Nr 0.196 0.196 0.196 0.196 0.246 0.255 0.255 0.317 0.317 0.317Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.098 0.098 0.098 0.098 0.123 0.127 0.127 0.158 0.158 0.158Extra over Flange Joint-mineral wool or Foamglass Nr 0.280 0.280 0.280 0.280 0.351 0.364 0.364 0.453 0.453 0.453Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.420 0.420 0.420 0.420 0.526 0.546 0.546 0.679 0.679 0.679Strip and remove to skip-Cladding only ft 0.060 0.060 0.060 0.060 0.075 0.078 0.078 0.097 0.097 0.097Extra over Elbow or Bend Nr 0.178Extra over Flange Joint-mineral wool Nr 0.255Strip and store-Insulation and Cladding ft 0.119 0.119 0.119 0.119 0.149 0.154 0.154 0.192 0.192 0.192Strip and store-Cladding ft 0.083 0.083 0.083 0.083 0.104 0.108 0.108 0.134 0.134 0.134Strip, store and refit-Insulation and Cladding ft 0.266 0.266 0.266 0.266 0.334 0.346 0.346 0.430 0.430 0.430Strip, store and refit-Cladding ft 0.186 0.186 0.186 0.186 0.233 0.242 0.242 0.301 0.301 0.301Strip, store and refit-Cladding;remove and renew Insulation ft 0.258 0.258 0.258 0.258 0.324 0.336 0.336 0.418 0.418 0.418Extra over Elbow or Bend Nr 0.593 0.593 0.593 0.593 0.744 0.771 0.771 0.959 0.959 0.959Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.297 0.297 0.297 0.297 0.372 0.386 0.386 0.480 0.480 0.480Extra over Flange Joint-mineral wool Nr 0.847 0.847 0.847 0.847 1.062 1.102 1.102 1.371 1.371 1.371Extra over Valve or Strainer-mineral wool Nr 1.271 1.271 1.271 1.271 1.593 1.653 1.653 2.056 2.056 2.056Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.890Strip, remove and renew Cladding only ft 0.168 0.168 0.168 0.168 0.211 0.219 0.219 0.272 0.272 0.272Extra over Elbow or Bend Nr 0.386 0.485 0.503Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.251Extra over Flange Joint-mineral wool Nr 0.718Extra over Valve or Strainer-mineral wool Nr 1.077


1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5 1/2" 6"5"

139


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.155 0.155 0.155 0.194 0.202 0.202 0.251 0.251 0.251Extra over Elbow or Bend Nr 0.356 0.356 0.356 0.447 0.463 0.463 0.576 0.576 0.576Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.178 0.178 0.178 0.223 0.232 0.232 0.288 0.288 0.288Extra over Flange Joint-mineral wool Nr 0.509 0.509 0.509 0.638 0.662 0.662 0.823 0.823 0.823Extra over Flange Joint-foamglass Nr 0.611 0.611 0.611 0.766 0.794 0.794 0.988 0.988 0.988Extra over Valve or Strainer-mineral wool Nr 0.763 0.763 0.763 0.957 0.993 0.993 1.235 1.235 1.235Extra over Valve or Strainer-foamglass Nr 0.916 0.916 0.916 1.148 1.191 1.191 1.482 1.482 1.482Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.534 0.534 0.534 0.670 0.695 0.695 0.864 0.864 0.864Strip, remove and renew complete specification ft 0.240 0.240 0.240 0.301 0.313 0.313 0.389 0.389 0.389Extra over Elbow or Bend Nr 0.552 0.552 0.552 0.692 0.718 0.718 0.893 0.893 0.893Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.276 0.276 0.276 0.346 0.359 0.359 0.447 0.447 0.447Extra over Flange Joint-mineral wool Nr 0.789 0.789 0.789 0.989 1.026 1.026 1.276 1.276 1.276Extra over Flange Joint-foamglass Nr 0.946 0.946 0.946 1.187 1.231 1.231 1.531 1.531 1.531Extra over Valve or Strainer-mineral wool Nr 1.183 1.183 1.183 1.483 1.539 1.539 1.914 1.914 1.914Extra over Valve or Strainer-foamglass Nr 1.420 1.420 1.420 1.780 1.846 1.846 2.297 2.297 2.297Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.828 0.828 0.828 1.038 1.077 1.077 1.340 1.340 1.340Strip and remove to skip-Insulation and Cladding ft 0.085 0.085 0.085 0.107 0.111 0.111 0.138 0.138 0.138Extra over Elbow or Bend Nr 0.196 0.196 0.196 0.246 0.255 0.255 0.317 0.317 0.317Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.098 0.098 0.098 0.123 0.127 0.127 0.158 0.158 0.158Extra over Flange Joint-mineral wool or Foamglass Nr 0.280 0.280 0.280 0.351 0.364 0.364 0.453 0.453 0.453Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.420 0.420 0.420 0.526 0.546 0.546 0.679 0.679 0.679Strip and remove to skip-Cladding only ft 0.060 0.060 0.060 0.075 0.078 0.078 0.097 0.097 0.097Strip and store-Insulation and Cladding ft 0.119 0.119 0.119 0.149 0.154 0.154 0.192 0.192 0.192Strip and store-Cladding ft 0.083 0.083 0.083 0.104 0.108 0.108 0.134 0.134 0.134Strip, store and refit-Insulation and Cladding ft 0.266 0.266 0.266 0.334 0.346 0.346 0.430 0.430 0.430Strip, store and refit-Cladding ft 0.186 0.186 0.186 0.233 0.242 0.242 0.301 0.301 0.301Strip, store and refit-Cladding;remove and renew Insulation ft 0.258 0.258 0.258 0.324 0.336 0.336 0.418 0.418 0.418Extra over Elbow or Bend Nr 0.593 0.593 0.593 0.744 0.771 0.771 0.959 0.959 0.959Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.297 0.297 0.297 0.372 0.386 0.386 0.480 0.480 0.480Extra over Flange Joint-mineral wool Nr 0.847 0.847 0.847 1.062 1.102 1.102 1.371 1.371 1.371Extra over Valve or Strainer-mineral wool Nr 1.271 1.271 1.271 1.593 1.653 1.653 2.056 2.056 2.056Strip, remove and renew Cladding only ft 0.168 0.168 0.168 0.211 0.219 0.219 0.272 0.272 0.272


1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 6"5 1/2"

140



Unit16" pipe size 5"3" 4 1/2"Insulation Thickness

6"4"1" 1 1/2" 2" 2 1/2" 5 1/2"

141



18" pipe size Unit 2 1/2" 3" 4" 4 1/2" 5" 5 1/2" 6"Insulation Thickness

1" 1 1/2" 2"

142


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.185 0.185 0.185 0.224 0.234 0.234 0.290 0.290 0.290Extra over Elbow or Bend Nr 0.424 0.424 0.424 0.514 0.537 0.537 0.667 0.667 0.667Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.212 0.212 0.212 0.257 0.268 0.268 0.333 0.333 0.333Extra over Flange Joint-mineral wool Nr 0.606 0.606 0.606 0.735 0.767 0.767 0.952 0.952 0.952Extra over Flange Joint-foamglass Nr 0.727 0.727 0.727 0.882 0.920 0.920 1.143 1.143 1.143Extra over Valve or Strainer-mineral wool Nr 0.909 0.909 0.909 1.102 1.151 1.151 1.429 1.429 1.429Extra over Valve or Strainer-foamglass Nr 1.091 1.091 1.091 1.322 1.381 1.381 1.714 1.714 1.714Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.636 0.636 0.636 0.771 0.805 0.805 1.000 1.000 1.000Strip, remove and renew complete specification ft 0.286 0.286 0.286 0.347 0.362 0.362 0.450 0.450 0.450Extra over Elbow or Bend Nr 0.658 0.658 0.658 0.797 0.832 0.832 1.033 1.033 1.033Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.329 0.329 0.329 0.399 0.416 0.416 0.517 0.517 0.517Extra over Flange Joint-mineral wool Nr 0.939 0.939 0.939 1.139 1.189 1.189 1.476 1.476 1.476Extra over Flange Joint-foamglass Nr 1.127 1.127 1.127 1.366 1.427 1.427 1.771 1.771 1.771Extra over Valve or Strainer-mineral wool Nr 1.409 1.409 1.409 1.708 1.783 1.783 2.214 2.214 2.214Extra over Valve or Strainer-foamglass Nr 1.691 1.691 1.691 2.050 2.140 2.140 2.657 2.657 2.657Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.986 0.986 0.986 1.196 1.248 1.248 1.550 1.550 1.550Strip and remove to skip-Insulation and Cladding ft 0.102 0.102 0.102 0.123 0.129 0.129 0.160 0.160 0.160Extra over Elbow or Bend Nr 0.233 0.233 0.233 0.283 0.295 0.295 0.367 0.367 0.367Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.117 0.117 0.117 0.141 0.148 0.148 0.183 0.183 0.183Extra over Flange Joint-mineral wool or Foamglass Nr 0.333 0.333 0.333 0.404 0.422 0.422 0.524 0.524 0.524Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.500 0.500 0.500 0.606 0.633 0.633 0.786 0.786 0.786Strip and remove to skip-Cladding only ft 0.071 0.071 0.071 0.086 0.090 0.090 0.112 0.112 0.112Strip and store-Insulation and Cladding ft 0.141 0.141 0.141 0.171 0.179 0.179 0.222 0.222 0.222Strip and store-Cladding ft 0.099 0.099 0.099 0.120 0.125 0.125 0.155 0.155 0.155Strip, store and refit-Insulation and Cladding ft 0.317 0.317 0.317 0.384 0.401 0.401 0.498 0.498 0.498Strip, store and refit-Cladding ft 0.222 0.222 0.222 0.269 0.281 0.281 0.348 0.348 0.348Strip, store and refit-Cladding;remove and renew Insulation ft 0.308 0.308 0.308 0.373 0.389 0.389 0.483 0.483 0.483Extra over Elbow or Bend Nr 0.706 0.706 0.706 0.856 0.894 0.894 1.110 1.110 1.110Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.353 0.353 0.353 0.428 0.447 0.447 0.555 0.555 0.555Extra over Flange Joint-mineral wool Nr 1.009 1.009 1.009 1.223 1.277 1.277 1.586 1.586 1.586Extra over Valve or Strainer-mineral wool Nr 1.514 1.514 1.514 1.835 1.916 1.916 2.378 2.378 2.378Strip, remove and renew Cladding only ft 0.200 0.200 0.200 0.243 0.254 0.254 0.315 0.315 0.315Extra over Elbow or Bend Nr 0.583Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.291

20" pipe size Unit 1" 1 1/2" 2" 2 1/2" 5 1/2" 6"3" 4" 4 1/2" 5"Insulation Thickness

143

L.2.2. Polyisocyanurate Preformed Sections: Vapour Seal (Mastic & Scrim Cloth) POLYISOCYANURATE PREFORMED SECTIONS: VAPOUR SEAL (M astic and Scrim Cloth)





Extra over Flange Joint Nr 0.614 0.767 1.001 1.348 1.841

Extra over Valve or Strainer Nr 0.920 1.151 1.501 2.022 2.761


Strip and remove to skip-Insulation and Coverings m 0.338 0.423 0.551 0.741 1.014
















UP TO 0.7mm ALUZINC, ALUMINIUM OR STAINLESS STEEL F LAT ROLLED CASING TO PIPEWORK (Low Temperature Service)

Pipe Size

144

POLYISOCYANURATE PREFORMED SECTIONS: VAPOUR SEAL (M astic and Scrim Cloth)


Norm Norm Norm Norm NormNew Complete Specification m 2.403 2.602 2.803 3.002 3.203Extra over Elbow or Bend Nr 1.682 1.822 1.962 2.101 2.242Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.841 0.911 0.981 1.051 1.121Extra over Flange Joint Nr 2.403 2.602 2.803 3.002 3.203Extra over Valve or Strainer Nr 3.604 3.903 4.204 4.503 4.804Extra over Seal Closure Plate with Armourset and Rockwrap Nr 2.523 2.732 2.943 3.152 3.363

UP TO 0.7mm ALUZINC, ALUMINIUM OR STAINLESS STEEL F LAT ROLLED CASING TO PIPEWORK


650mm 700mm 750mm 800mm



New Complete Specification m 3.603 4.205 4.806 5.407 6.007Extra over Elbow or Bend Nr 2.522 2.943 3.364 3.785 4.205Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 1.261 1.472 1.682 1.892 2.102Extra over Flange Joint Nr 3.603 4.205 4.806 5.407 6.007Extra over Valve or Strainer Nr 5.405 6.307 7.209 8.110 9.011Extra over Seal Closure Plate with Armourset and Rockwrap Nr 3.783 4.415 5.047 5.677 6.307



145









Strip and remove to skip-Insulation and Coverings m 0.515 0.617 0.794 1.056 1.391















UP TO 0.7mm ALUZINC, ALUMINIUM OR STAINLESS STEEL F LAT ROLLED CASING TO PIPEWORK (Low Temperature Service)


Pipe Size

146



Norm Norm Norm Norm NormNew Complete Specification m 3.284 3.557 3.831 4.103 4.378Extra over Elbow or Bend Nr 2.299 2.490 2.682 2.872 3.064Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 1.150 1.245 1.341 1.436 1.532Extra over Flange Joint Nr 3.284 3.557 3.831 4.103 4.378Extra over Valve or Strainer Nr 4.927 5.336 5.746 6.154 6.567Extra over Seal Closure Plate with Armourset and Rockwrap Nr 3.449 3.735 4.023 4.308 4.597



650mm 700mm 750mm 800mm



New Complete Specification m 4.925 5.748 6.569 7.391 8.211Extra over Elbow or Bend Nr 3.448 4.023 4.599 5.173 5.748Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 1.724 2.012 2.299 2.587 2.874Extra over Flange Joint Nr 4.925 5.748 6.569 7.391 8.211Extra over Valve or Strainer Nr 7.388 8.621 9.854 11.086 12.317Extra over Seal Closure Plate with Armourset and Rockwrap Nr 5.171 6.035 6.898 7.760 8.622



147



















Strip, store and refit Cladding;remove and renew Insulation m 0.443 0.564 0.686 1.115 1.319







Strip, remove and renew Complete Specification m 0.413 0.525 0.636 1.040 1.227






POLYISOCYANURATE PREFORMED SECTIONS: UP TO 0.7mm AL UZINC, ALUMINIUM OR STAINLESS STEEL FLAT ROLLED CASING TO PIPEWORK


Pipe Size




n.e. 50mm

148








POLYISOCYANURATE PREFORMED SECTIONS: UP TO 0.7mm AL UZINC, ALUMINIUM

Pipe Size Over 500mm n.e. 600mm

650mm 700mm 750mm 800mm


New Complete Specification m 1.424 1.662 1.899 2.137 2.374






POLYISOCYANURATE PREFORMED SECTIONS: UP TO 0.7mm AL UZINC, ALUMINIUM

Pipe Size 900mm 1100mm 1200mm 1400mm 1500mm

149

POLYISOCYANURATE PREFORMED SECTIONS: VAPOUR SEAL (M astic and Scrim Cloth) UP TO 24 MIL ALUZINC OR ALUMINIUM FLAT ROLLED CASIN G TO PIPEWORK (Low Temperature Service)

Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.170 0.170 0.170 0.271 0.271 0.271 0.271

Extra over Elbow or Bend Nr 0.390 0.390 0.390 0.622 0.622 0.622 0.622

Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.195 0.195 0.195 0.311 0.311 0.311 0.311

Extra over Flange Joint Nr 0.557 0.557 0.557 0.888 0.888 0.888 0.888

Extra over Valve or Strainer Nr 0.835 0.835 0.835 1.332 1.332 1.332 1.332

Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.585 0.585 0.585 0.932 0.932 0.932 0.932

Strip and remove to skip-Insulation and Coverings ft 0.093 0.093 0.093 0.149 0.149 0.149 0.149






Strip, remove and renew complete specification ft 0.263 0.263 0.263 0.420 0.420 0.420 0.420






Unit1/2" pipe sizeInsulation Thickness

4"1" 1 1/2" 2" 2 1/2" 3" 3 1/2"

150




















3/4" pipe size UnitInsulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

151





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

152




















Unit1 1/2" pipe sizeInsulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

153





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

154





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

155




















Unit4" pipe size 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"Insulation Thickness

1"

156





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

157




















Unit8" pipe size 3 1/2" 4"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3"

158





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

159





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

160





















1"

161





















1"

162




















18" pipe size Unit 3 1/2" 4"1 1/2" 2" 2 1/2" 3"Insulation Thickness

1"

163





















1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

164

POLYISOCYANURATE PREFORMED SECTIONS: UP TO 24 MIL A LUZINC OR ALUMINIUM FLATROLLED CASING TO PIPEWORK

Norm Norm NormNew Complete Specification ft 0.081 0.081 0.081

Extra over Elbow or Bend Nr 0.186 0.186 0.186

Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.093 0.093 0.093

Extra over Flange Joint Nr 0.266 0.266 0.266

Extra over Valve or Strainer Nr 0.399 0.399 0.399

Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.280 0.280 0.280

Strip and remove to skip-Insulation and Cladding ft 0.045 0.045 0.045






Strip and remove to skip-Cladding only ft 0.031 0.031 0.031

Strip and store-Insulation and Cladding ft 0.062 0.062 0.062

Strip and store-Cladding ft 0.043 0.043 0.043

Strip, store and refit-Insulation and Cladding ft 0.139 0.139 0.139

Strip, store and refit-Cladding ft 0.097 0.097 0.097

Strip, store and refit Cladding;remove and renew Insulation ft 0.135 0.135 0.135






Strip, remove and renew Cladding only ft 0.088 0.088 0.088

Strip, remove and renew Complete Specification ft 0.126 0.126 0.126






Unit1/2" pipe sizeInsulation Thickness1" 1 1/2" 2"

165
































Unit3/4" pipe sizeInsulation Thickness1" 1 1/2" 2"

166
































Unit1" pipe sizeInsulation Thickness1" 1 1/2" 2"

167
































1 1/2" pipe size Unit 1 1/2" 2"Insulation Thickness1"

168

































169

































170
































4" pipe size UnitInsulation Thickness1" 1 1/2" 2"

171

































172

































173

































174

































175

































176

































177

































178

































179

L.2.3 Calcium Silicate Preformed Section: up to 24 mil Aluzinc or Aluminium Flat Rolled Casing to Pipework CALCIUM SILICATE PREFORMED SECTION: UP TO 24 MIL AL UZINC OR ALUMINIUM FLATROLLED CASING TO PIPEWORK


Unit1/2" pipe size 3" 4."Insulation Thickness

1" 1 1/2" 2" 2 1/2"

180

CALCIUM SILICATE PREFORMED SECTION: UP TO 24 MIL AL UZINC OR ALUMINIUM FLATROLLED CASING TO PIPEWORK


3/4" pipe size Unit 4."1" 1 1/2" 2" 2 1/2"Insulation Thickness

3"

181



1" pipe size Unit 4."Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3"

182



1 1/2" pipe size UnitInsulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 4."

183




1" 1 1/2" 2" 2 1/2" 3" 4."

184


Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.101 0.101 0.101 0.101 0.126 0.134Extra over Elbow or Bend Nr 0.231 0.231 0.231 0.231 0.290 0.307Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.115 0.115 0.115 0.115 0.145 0.154Extra over Flange Joint-mineral wool Nr 0.330 0.330 0.330 0.330 0.414 0.439Extra over Flange Joint-foamglass Nr 0.396 0.396 0.396 0.396 0.497 0.527Extra over Valve or Strainer-mineral wool Nr 0.495 0.495 0.495 0.495 0.621 0.658Extra over Valve or Strainer-foamglass Nr 0.593 0.593 0.593 0.593 0.745 0.790Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.346 0.346 0.346 0.346 0.435 0.461Strip, remove and renew complete specification ft 0.156 0.156 0.156 0.156 0.196 0.207Extra over Elbow or Bend Nr 0.358 0.358 0.358 0.358 0.449 0.476Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.179 0.179 0.179 0.179 0.225 0.238Extra over Flange Joint-mineral wool Nr 0.511 0.511 0.511 0.511 0.642 0.680Extra over Flange Joint-foamglass Nr 0.613 0.613 0.613 0.613 0.770 0.816Extra over Valve or Strainer-mineral wool Nr 0.767 0.767 0.767 0.767 0.963 1.020Extra over Valve or Strainer-foamglass Nr 0.920 0.920 0.920 0.920 1.155 1.225Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.537 0.537 0.537 0.537 0.674 0.714Strip and remove to skip-Insulation and Cladding ft 0.055 0.055 0.055 0.055 0.069 0.074Extra over Elbow or Bend Nr 0.127 0.127 0.127 0.127 0.159 0.169Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.063 0.063 0.063 0.063 0.080 0.084Extra over Flange Joint-mineral wool or Foamglass Nr 0.181 0.181 0.181 0.181 0.228 0.241Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.272 0.272 0.272 0.272 0.342 0.362Strip and remove to skip-Cladding only ft 0.039 0.039 0.039 0.039 0.049 0.052Strip and store-Insulation and Cladding ft 0.077 0.077 0.077 0.077 0.097 0.102Strip and store-Cladding ft 0.054 0.054 0.054 0.054 0.068 0.072Strip, store and refit-Insulation and Cladding ft 0.172 0.172 0.172 0.172 0.216 0.229Extra over Elbow or Bend Nr 0.396 0.497Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.198 0.249Strip, store and refit-Cladding ft 0.121 0.121 0.121 0.121 0.151 0.161Strip, store and refit-Cladding;remove and renew Insulation ft 0.167 0.167 0.167 0.167 0.210 0.223Extra over Elbow or Bend Nr 0.384 0.384 0.384 0.384 0.483 0.512Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.192 0.192 0.192 0.192 0.241 0.256Extra over Flange Joint-mineral wool Nr 0.549 0.549 0.549 0.549 0.689 0.731Extra over Valve or Strainer-mineral wool Nr 0.823 0.823 0.823 0.823 1.034 1.096Strip, remove and renew Cladding only ft 0.109 0.109 0.109 0.109 0.137 0.145


1" 1 1/2" 2" 2 1/2" 3" 4."

185




1" 1 1/2" 2" 2 1/2" 3" 4."

186


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.101 0.101 0.101 0.101 0.126 0.134 0.134 0.165 0.165 0.165Extra over Elbow or Bend Nr 0.231 0.231 0.231 0.231 0.290 0.307 0.307 0.378 0.378 0.378Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.115 0.115 0.115 0.115 0.145 0.154 0.154 0.189 0.189 0.189Extra over Flange Joint-mineral wool Nr 0.330 0.330 0.330 0.330 0.414 0.439 0.439 0.541 0.541 0.541Extra over Flange Joint-foamglass Nr 0.396 0.396 0.396 0.396 0.497 0.527 0.527 0.649 0.649 0.649Extra over Valve or Strainer-mineral wool Nr 0.495 0.495 0.495 0.495 0.621 0.658 0.658 0.811 0.811 0.811Extra over Valve or Strainer-foamglass Nr 0.593 0.593 0.593 0.593 0.745 0.790 0.790 0.973 0.973 0.973Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.346 0.346 0.346 0.346 0.435 0.461 0.461 0.568 0.568 0.568Strip, remove and renew complete specification ft 0.156 0.156 0.156 0.156 0.196 0.207 0.207 0.256 0.256 0.256Extra over Elbow or Bend Nr 0.358 0.358 0.358 0.358 0.449 0.476 0.476 0.587 0.587 0.587Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.179 0.179 0.179 0.179 0.225 0.238 0.238 0.293 0.293 0.293Extra over Flange Joint-mineral wool Nr 0.511 0.511 0.511 0.511 0.642 0.680 0.680 0.838 0.838 0.838Extra over Flange Joint-foamglass Nr 0.613 0.613 0.613 0.613 0.770 0.816 0.816 1.006 1.006 1.006Extra over Valve or Strainer-mineral wool Nr 0.767 0.767 0.767 0.767 0.963 1.020 1.020 1.257 1.257 1.257Extra over Valve or Strainer-foamglass Nr 0.920 0.920 0.920 0.920 1.155 1.225 1.225 1.509 1.509 1.509Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.537 0.537 0.537 0.537 0.674 0.714 0.714 0.880 0.880 0.880Strip and remove to skip-Insulation and Cladding ft 0.055 0.055 0.055 0.055 0.069 0.074 0.074 0.091 0.091 0.091Extra over Elbow or Bend Nr 0.127 0.127 0.127 0.127 0.159 0.169 0.169 0.208 0.208 0.208Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.063 0.063 0.063 0.063 0.080 0.084 0.084 0.104 0.104 0.104Extra over Flange Joint-mineral wool Nr 0.181 0.181 0.181 0.181 0.228 0.241 0.241 0.297 0.297 0.297Extra over Valve or Strainer-mineral wool Nr 0.272 0.272 0.272 0.272 0.342 0.362 0.362 0.446 0.446 0.446Strip and remove to skip-Cladding only ft 0.039 0.039 0.039 0.039 0.049 0.052 0.052 0.063 0.063 0.063Strip and store-Insulation and Cladding ft 0.077 0.077 0.077 0.077 0.097 0.102 0.102 0.126 0.126 0.126Strip and store-Cladding ft 0.054 0.054 0.054 0.054 0.068 0.072 0.072 0.088 0.088 0.088Strip, store and refit-Insulation and Cladding ft 0.172 0.172 0.172 0.172 0.216 0.229 0.229 0.283 0.283 0.283Strip, store and refit-Cladding ft 0.121 0.121 0.121 0.121 0.151 0.161 0.161 0.198 0.198 0.198Strip, store and refit-Cladding;remove and renew Insulation ft 0.167 0.167 0.167 0.167 0.210 0.223 0.223 0.274 0.274 0.274Extra over Elbow or Bend Nr 0.384 0.384 0.384 0.384 0.483 0.512 0.512 0.630 0.630 0.630Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.192 0.192 0.192 0.192 0.241 0.256 0.256 0.315 0.315 0.315Extra over Flange Joint-mineral wool Nr 0.549 0.549 0.549 0.549 0.689 0.731 0.731 0.900 0.900 0.900Extra over Valve or Strainer-mineral wool Nr 0.823 0.823 0.823 0.823 1.034 1.096 1.096 1.350 1.350 1.350Strip, remove and renew Cladding only ft 0.109 0.109 0.109 0.109 0.137 0.145 0.145 0.179 0.179 0.179Extra over Elbow or Bend Nr 0.250


1" 1 1/2" 2" 2 1/2" 3" 5"4 1/2"4" 5 1/2" 6"

187


New Complete Specification ft 0.126 0.126 0.126 0.126 0.160 0.165 0.165 0.209 0.209 0.209Extra over Elbow or Bend Nr 0.290 0.290 0.290 0.290 0.367 0.378 0.378 0.479 0.479 0.479Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.145 0.145 0.145 0.145 0.183 0.189 0.189 0.240 0.240 0.240Extra over Flange Joint-mineral wool Nr 0.414 0.414 0.414 0.414 0.524 0.541 0.541 0.684 0.684 0.684Extra over Flange Joint-foamglass Nr 0.497 0.497 0.497 0.497 0.628 0.649 0.649 0.821 0.821 0.821Extra over Valve or Strainer-mineral wool Nr 0.621 0.621 0.621 0.621 0.786 0.811 0.811 1.027 1.027 1.027Extra over Valve or Strainer-foamglass Nr 0.745 0.745 0.745 0.745 0.943 0.973 0.973 1.232 1.232 1.232Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.435 0.435 0.435 0.435 0.550 0.568 0.568 0.719 0.719 0.719Strip, remove and renew complete specification ft 0.196 0.196 0.196 0.196 0.247 0.256 0.256 0.323 0.323 0.323Extra over Elbow or Bend Nr 0.449 0.449 0.449 0.449 0.568 0.587 0.587 0.743 0.743 0.743Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.225 0.225 0.225 0.225 0.284 0.293 0.293 0.371 0.371 0.371Extra over Flange Joint-mineral wool Nr 0.642 0.642 0.642 0.642 0.812 0.838 0.838 1.061 1.061 1.061Extra over Flange Joint-foamglass Nr 0.770 0.770 0.770 0.770 0.974 1.006 1.006 1.273 1.273 1.273Extra over Valve or Strainer-mineral wool Nr 0.963 0.963 0.963 0.963 1.218 1.257 1.257 1.591 1.591 1.591Extra over Valve or Strainer-foamglass Nr 1.155 1.155 1.155 1.155 1.461 1.509 1.509 1.909 1.909 1.909Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.674 0.674 0.674 0.674 0.852 0.880 0.880 1.114 1.114 1.114Strip and remove to skip-Insulation and Cladding ft 0.069 0.069 0.069 0.069 0.088 0.091 0.091 0.115 0.115 0.115Extra over Elbow or Bend Nr 0.159 0.159 0.159 0.159 0.202 0.208 0.208 0.263 0.263 0.263Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.080 0.080 0.080 0.080 0.101 0.104 0.104 0.132 0.132 0.132Extra over Flange Joint-mineral wool Nr 0.228 0.228 0.228 0.228 0.288 0.297 0.297 0.376 0.376 0.376Extra over Valve or Strainer-mineral wool Nr 0.342 0.342 0.342 0.342 0.432 0.446 0.446 0.565 0.565 0.565Strip and remove to skip-Cladding only ft 0.049 0.049 0.049 0.049 0.061 0.063 0.063 0.080 0.080 0.080Strip and store-Insulation and Cladding ft 0.097 0.097 0.097 0.097 0.122 0.126 0.126 0.160 0.160 0.160Strip and store-Cladding ft 0.068 0.068 0.068 0.068 0.085 0.088 0.088 0.112 0.112 0.112Strip, store and refit-Insulation and Cladding ft 0.216 0.216 0.216 0.216 0.274 0.283 0.283 0.358 0.358 0.358Strip, store and refit-Cladding ft 0.151 0.151 0.151 0.151 0.192 0.198 0.198 0.250 0.250 0.250Strip, store and refit-Cladding;remove and renew Insulation ft 0.210 0.210 0.210 0.210 0.266 0.274 0.274 0.347 0.347 0.347Extra over Elbow or Bend Nr 0.483 0.483 0.483 0.483 0.610 0.630 0.630 0.798 0.798 0.798Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.241 0.241 0.241 0.241 0.305 0.315 0.315 0.399 0.399 0.399Extra over Flange Joint-mineral wool Nr 0.689 0.689 0.689 0.689 0.872 0.900 0.900 1.139 1.139 1.139Extra over Valve or Strainer-mineral wool Nr 1.034 1.034 1.034 1.034 1.308 1.350 1.350 1.709 1.709 1.709Strip, remove and renew Cladding only ft 0.137 0.137 0.137 0.137 0.173 0.179 0.179 0.226 0.226 0.226Extra over Elbow or Bend Nr 0.314


1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 6"5" 5 1/2"

188


New Complete Specification ft 0.126 0.126 0.126 0.126 0.162 0.168 0.168 0.211 0.211 0.211Extra over Elbow or Bend Nr 0.290 0.290 0.290 0.290 0.373 0.385 0.385 0.485 0.485 0.485Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.145 0.145 0.145 0.145 0.186 0.192 0.192 0.242 0.242 0.242Extra over Flange Joint-mineral wool Nr 0.414 0.414 0.414 0.414 0.533 0.550 0.550 0.693 0.693 0.693Extra over Flange Joint-foamglass Nr 0.497 0.497 0.497 0.497 0.639 0.660 0.660 0.831 0.831 0.831Extra over Valve or Strainer-mineral wool Nr 0.621 0.621 0.621 0.621 0.799 0.825 0.825 1.039 1.039 1.039Extra over Valve or Strainer-foamglass Nr 0.745 0.745 0.745 0.745 0.959 0.989 0.989 1.247 1.247 1.247Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.435 0.435 0.435 0.435 0.559 0.577 0.577 0.727 0.727 0.727Strip, remove and renew complete specification ft 0.196 0.196 0.196 0.196 0.252 0.260 0.260 0.327 0.327 0.327Extra over Elbow or Bend Nr 0.449 0.449 0.449 0.449 0.578 0.596 0.596 0.752 0.752 0.752Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.225 0.225 0.225 0.225 0.289 0.298 0.298 0.376 0.376 0.376Extra over Flange Joint-mineral wool Nr 0.642 0.642 0.642 0.642 0.826 0.852 0.852 1.074 1.074 1.074Extra over Flange Joint-foamglass Nr 0.770 0.770 0.770 0.770 0.991 1.022 1.022 1.289 1.289 1.289Extra over Valve or Strainer-mineral wool Nr 0.963 0.963 0.963 0.963 1.239 1.278 1.278 1.611 1.611 1.611Extra over Valve or Strainer-foamglass Nr 1.155 1.155 1.155 1.155 1.486 1.534 1.534 1.933 1.933 1.933Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.674 0.674 0.674 0.674 0.867 0.895 0.895 1.128 1.128 1.128Strip and remove to skip-Insulation and Cladding ft 0.069 0.069 0.069 0.069 0.089 0.092 0.092 0.116 0.116 0.116Extra over Elbow or Bend Nr 0.159 0.159 0.159 0.159 0.205 0.212 0.212 0.267 0.267 0.267Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.080 0.080 0.080 0.080 0.103 0.106 0.106 0.133 0.133 0.133Extra over Flange Joint-mineral wool Nr 0.228 0.228 0.228 0.228 0.293 0.302 0.302 0.381 0.381 0.381Extra over Valve or Strainer-mineral wool Nr 0.342 0.342 0.342 0.342 0.440 0.454 0.454 0.572 0.572 0.572Strip and remove to skip-Cladding only ft 0.049 0.049 0.049 0.049 0.063 0.065 0.065 0.081 0.081 0.081Strip and store-Insulation and Cladding ft 0.097 0.097 0.097 0.097 0.124 0.128 0.128 0.162 0.162 0.162Strip and store-Cladding ft 0.068 0.068 0.068 0.068 0.087 0.090 0.090 0.113 0.113 0.113Strip, store and refit-Insulation and Cladding ft 0.216 0.216 0.216 0.216 0.279 0.287 0.287 0.362 0.362 0.362Strip, store and refit-Cladding ft 0.151 0.151 0.151 0.151 0.195 0.201 0.201 0.253 0.253 0.253Strip, store and refit-Cladding;remove and renew Insulation ft 0.210 0.210 0.210 0.210 0.270 0.279 0.279 0.352 0.352 0.352Extra over Elbow or Bend Nr 0.483 0.483 0.483 0.483 0.621 0.641 0.641 0.807 0.807 0.807Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.241 0.241 0.241 0.241 0.310 0.320 0.320 0.404 0.404 0.404Extra over Flange Joint-mineral wool Nr 0.689 0.689 0.689 0.689 0.887 0.915 0.915 1.154 1.154 1.154Extra over Valve or Strainer-mineral wool Nr 1.034 1.034 1.034 1.034 1.331 1.373 1.373 1.730 1.730 1.730Strip, remove and renew Cladding only ft 0.137 0.137 0.137 0.137 0.176 0.182 0.182 0.229 0.229 0.229EO Tee, Reducer, Full Cap End or End Closure Plate Nr 0.157

10" pipe size Unit 6"1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 5 1/2"Insulation Thickness

1"

189


New Complete Specification ft 0.162 0.162 0.162 0.162 0.204 0.211 0.211 0.263 0.263 0.263Extra over Elbow or Bend Nr 0.373 0.373 0.373 0.373 0.468 0.485 0.485 0.603 0.603 0.603Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.186 0.186 0.186 0.186 0.234 0.242 0.242 0.302 0.302 0.302Extra over Flange Joint-mineral wool Nr 0.533 0.533 0.533 0.533 0.668 0.693 0.693 0.862 0.862 0.862Extra over Flange Joint-foamglass Nr 0.639 0.639 0.639 0.639 0.802 0.831 0.831 1.034 1.034 1.034Extra over Valve or Strainer-mineral wool Nr 0.799 0.799 0.799 0.799 1.002 1.039 1.039 1.293 1.293 1.293Extra over Valve or Strainer-foamglass Nr 0.959 0.959 0.959 0.959 1.202 1.247 1.247 1.551 1.551 1.551Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.559 0.559 0.559 0.559 0.701 0.727 0.727 0.905 0.905 0.905Strip, remove and renew complete specification ft 0.252 0.252 0.252 0.252 0.316 0.327 0.327 0.407 0.407 0.407Extra over Elbow or Bend Nr 0.578 0.578 0.578 0.578 0.725 0.752 0.752 0.935 0.935 0.935Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.289 0.289 0.289 0.289 0.362 0.376 0.376 0.468 0.468 0.468Extra over Flange Joint-mineral wool Nr 0.826 0.826 0.826 0.826 1.035 1.074 1.074 1.336 1.336 1.336Extra over Flange Joint-foamglass Nr 0.991 0.991 0.991 0.991 1.242 1.289 1.289 1.603 1.603 1.603Extra over Valve or Strainer-mineral wool Nr 1.239 1.239 1.239 1.239 1.553 1.611 1.611 2.004 2.004 2.004Extra over Valve or Strainer-foamglass Nr 1.486 1.486 1.486 1.486 1.863 1.933 1.933 2.405 2.405 2.405Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.867 0.867 0.867 0.867 1.087 1.128 1.128 1.403 1.403 1.403Strip and remove to skip-Insulation and Cladding ft 0.089 0.089 0.089 0.089 0.112 0.116 0.116 0.145 0.145 0.145Extra over Elbow or Bend Nr 0.205 0.205 0.205 0.205 0.257 0.267 0.267 0.332 0.332 0.332Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.103 0.103 0.103 0.103 0.129 0.133 0.133 0.166 0.166 0.166Extra over Flange Joint-mineral wool Nr 0.293 0.293 0.293 0.293 0.367 0.381 0.381 0.474 0.474 0.474Extra over Valve or Strainer-mineral wool Nr 0.440 0.440 0.440 0.440 0.551 0.572 0.572 0.711 0.711 0.711Strip and remove to skip-Cladding only ft 0.063 0.063 0.063 0.063 0.078 0.081 0.081 0.101 0.101 0.101Extra over Elbow or Bend Nr 0.187Extra over Flange Joint-mineral wool Nr 0.267Strip and store-Insulation and Cladding ft 0.124 0.124 0.124 0.124 0.156 0.162 0.162 0.201 0.201 0.201Strip and store-Cladding ft 0.087 0.087 0.087 0.087 0.109 0.113 0.113 0.141 0.141 0.141Strip, store and refit-Insulation and Cladding ft 0.279 0.279 0.279 0.279 0.349 0.362 0.362 0.451 0.451 0.451Strip, store and refit-Cladding ft 0.195 0.195 0.195 0.195 0.244 0.253 0.253 0.315 0.315 0.315Strip, store and refit-Cladding;remove and renew Insulation ft 0.270 0.270 0.270 0.270 0.339 0.352 0.352 0.438 0.438 0.438Extra over Elbow or Bend Nr 0.621 0.621 0.621 0.621 0.778 0.807 0.807 1.005 1.005 1.005Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.310 0.310 0.310 0.310 0.389 0.404 0.404 0.502 0.502 0.502Extra over Flange Joint-mineral wool Nr 0.887 0.887 0.887 0.887 1.112 1.154 1.154 1.435 1.435 1.435Extra over Valve or Strainer-mineral wool Nr 1.331 1.331 1.331 1.331 1.668 1.730 1.730 2.153 2.153 2.153Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.931Strip, remove and renew Cladding only ft 0.176 0.176 0.176 0.176 0.221 0.229 0.229 0.285 0.285 0.285Extra over Elbow or Bend Nr 0.405 0.507 0.526Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.263Extra over Flange Joint-mineral wool Nr 0.752Extra over Valve or Strainer-mineral wool Nr 1.128

12" pipe size Unit 6"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 5 1/2"

190


New Complete Specification ft 0.162 0.162 0.162 0.204 0.211 0.211 0.263 0.263 0.263Extra over Elbow or Bend Nr 0.373 0.373 0.373 0.468 0.485 0.485 0.603 0.603 0.603Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.186 0.186 0.186 0.234 0.242 0.242 0.302 0.302 0.302Extra over Flange Joint-mineral wool Nr 0.533 0.533 0.533 0.668 0.693 0.693 0.862 0.862 0.862Extra over Flange Joint-foamglass Nr 0.639 0.639 0.639 0.802 0.831 0.831 1.034 1.034 1.034Extra over Valve or Strainer-mineral wool Nr 0.799 0.799 0.799 1.002 1.039 1.039 1.293 1.293 1.293Extra over Valve or Strainer-foamglass Nr 0.959 0.959 0.959 1.202 1.247 1.247 1.551 1.551 1.551Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.559 0.559 0.559 0.701 0.727 0.727 0.905 0.905 0.905Strip, remove and renew complete specification ft 0.252 0.252 0.252 0.316 0.327 0.327 0.407 0.407 0.407Extra over Elbow or Bend Nr 0.578 0.578 0.578 0.725 0.752 0.752 0.935 0.935 0.935Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.289 0.289 0.289 0.362 0.376 0.376 0.468 0.468 0.468Extra over Flange Joint-mineral wool Nr 0.826 0.826 0.826 1.035 1.074 1.074 1.336 1.336 1.336Extra over Flange Joint-foamglass Nr 0.991 0.991 0.991 1.242 1.289 1.289 1.603 1.603 1.603Extra over Valve or Strainer-mineral wool Nr 1.239 1.239 1.239 1.553 1.611 1.611 2.004 2.004 2.004Extra over Valve or Strainer-foamglass Nr 1.486 1.486 1.486 1.863 1.933 1.933 2.405 2.405 2.405Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.867 0.867 0.867 1.087 1.128 1.128 1.403 1.403 1.403Strip and remove to skip-Insulation and Cladding ft 0.089 0.089 0.089 0.112 0.116 0.116 0.145 0.145 0.145Extra over Elbow or Bend Nr 0.205 0.205 0.205 0.257 0.267 0.267 0.332 0.332 0.332Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.103 0.103 0.103 0.129 0.133 0.133 0.166 0.166 0.166Extra over Flange Joint-mineral wool Nr 0.293 0.293 0.293 0.367 0.381 0.381 0.474 0.474 0.474Extra over Valve or Strainer-mineral wool Nr 0.440 0.440 0.440 0.551 0.572 0.572 0.711 0.711 0.711Strip and remove to skip-Cladding only ft 0.063 0.063 0.063 0.078 0.081 0.081 0.101 0.101 0.101Strip and store-Insulation and Cladding ft 0.124 0.124 0.124 0.156 0.162 0.162 0.201 0.201 0.201Strip and store-Cladding ft 0.087 0.087 0.087 0.109 0.113 0.113 0.141 0.141 0.141Strip, store and refit-Insulation and Cladding ft 0.279 0.279 0.279 0.349 0.362 0.362 0.451 0.451 0.451Strip, store and refit-Cladding ft 0.195 0.195 0.195 0.244 0.253 0.253 0.315 0.315 0.315Strip, store and refit-Cladding;remove and renew Insulation ft 0.270 0.270 0.270 0.339 0.352 0.352 0.438 0.438 0.438Extra over Elbow or Bend Nr 0.621 0.621 0.621 0.778 0.807 0.807 1.005 1.005 1.005Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.310 0.310 0.310 0.389 0.404 0.404 0.502 0.502 0.502Extra over Flange Joint-mineral wool Nr 0.887 0.887 0.887 1.112 1.154 1.154 1.435 1.435 1.435Extra over Valve or Strainer-mineral wool Nr 1.331 1.331 1.331 1.668 1.730 1.730 2.153 2.153 2.153Strip, remove and renew Cladding only ft 0.176 0.176 0.176 0.221 0.229 0.229 0.285 0.285 0.285

14" pipe size Unit 5 1/2" 6"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5"

191




1" 1 1/2" 2" 2 1/2" 6"3" 4" 4 1/2" 5" 5 1/2"

192




6"4"1" 1 1/2" 2" 2 1/2" 3" 4 1/2" 5" 5 1/2"

193


New Complete Specification ft 0.193 0.193 0.193 0.235 0.245 0.245 0.304 0.304 0.304Extra over Elbow or Bend Nr 0.444 0.444 0.444 0.538 0.562 0.562 0.698 0.698 0.698Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.222 0.222 0.222 0.269 0.281 0.281 0.349 0.349 0.349Extra over Flange Joint-mineral wool Nr 0.635 0.635 0.635 0.769 0.803 0.803 0.997 0.997 0.997Extra over Flange Joint-foamglass Nr 0.761 0.761 0.761 0.923 0.964 0.964 1.197 1.197 1.197Extra over Valve or Strainer-mineral wool Nr 0.952 0.952 0.952 1.154 1.205 1.205 1.496 1.496 1.496Extra over Valve or Strainer-foamglass Nr 1.142 1.142 1.142 1.384 1.446 1.446 1.795 1.795 1.795Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.666 0.666 0.666 0.808 0.843 0.843 1.047 1.047 1.047Strip, remove and renew complete specification ft 0.300 0.300 0.300 0.363 0.380 0.380 0.471 0.471 0.471Extra over Elbow or Bend Nr 0.688 0.688 0.688 0.835 0.871 0.871 1.082 1.082 1.082Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.344 0.344 0.344 0.417 0.436 0.436 0.541 0.541 0.541Extra over Flange Joint-mineral wool Nr 0.984 0.984 0.984 1.192 1.245 1.245 1.546 1.546 1.546Extra over Flange Joint-foamglass Nr 1.180 1.180 1.180 1.431 1.494 1.494 1.855 1.855 1.855Extra over Valve or Strainer-mineral wool Nr 1.475 1.475 1.475 1.788 1.867 1.867 2.318 2.318 2.318Extra over Valve or Strainer-foamglass Nr 1.770 1.770 1.770 2.146 2.241 2.241 2.782 2.782 2.782Extra over Seal Closure Plate with Armourset and Rockwrap Nr 1.033 1.033 1.033 1.252 1.307 1.307 1.623 1.623 1.623Strip and remove to skip-Insulation and Cladding ft 0.106 0.106 0.106 0.129 0.135 0.135 0.167 0.167 0.167Extra over Elbow or Bend Nr 0.244 0.244 0.244 0.296 0.309 0.309 0.384 0.384 0.384Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.122 0.122 0.122 0.148 0.155 0.155 0.192 0.192 0.192Extra over Flange Joint-mineral wool Nr 0.349 0.349 0.349 0.423 0.442 0.442 0.548 0.548 0.548Extra over Valve or Strainer-mineral wool Nr 0.523 0.523 0.523 0.635 0.663 0.663 0.823 0.823 0.823Strip and remove to skip-Cladding only ft 0.074 0.074 0.074 0.090 0.094 0.094 0.117 0.117 0.117Strip and store-Insulation and Cladding ft 0.148 0.148 0.148 0.179 0.187 0.187 0.233 0.233 0.233Strip and store-Cladding ft 0.103 0.103 0.103 0.125 0.131 0.131 0.163 0.163 0.163Strip, store and refit-Insulation and Cladding ft 0.332 0.332 0.332 0.402 0.420 0.420 0.521 0.521 0.521Strip, store and refit-Cladding ft 0.232 0.232 0.232 0.281 0.294 0.294 0.365 0.365 0.365Strip, store and refit-Cladding;remove and renew Insulation ft 0.322 0.322 0.322 0.390 0.408 0.408 0.506 0.506 0.506Extra over Elbow or Bend Nr 0.740 0.740 0.740 0.896 0.936 0.936 1.162 1.162 1.162Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.370 0.370 0.370 0.448 0.468 0.468 0.581 0.581 0.581Extra over Flange Joint-mineral wool Nr 1.056 1.056 1.056 1.281 1.337 1.337 1.660 1.660 1.660Extra over Valve or Strainer-mineral wool Nr 1.585 1.585 1.585 1.921 2.006 2.006 2.490 2.490 2.490Strip, remove and renew Cladding only ft 0.210 0.210 0.210 0.254 0.266 0.266 0.330 0.330 0.330Extra over Elbow or Bend Nr 0.610Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.305

Unit20" pipe size 1" 1 1/2" 2" 2 1/2" 5 1/2"3" 4" 4 1/2" 5" 6"Insulation Thickness

194

L.2.4 Perlite Preformed Section: up to 24 mil Aluzi nc or Aluminium Flat Rolled Casing to Pipework PERLITE PREFORMED SECTION: UP TO 24 MIL ALUZINC OR AL UMINIUM FLATROLLED CASING TO PIPEWORK


1/2" pipe size Unit 3" 4."Insulation Thickness

1" 1 1/2" 2" 2 1/2"

195

PERLITE PREFORMED SECTION: UP TO 24 MIL ALUZINC OR ALUMINIUM FLATROLLED CASING TO PIPEWORK


3/4" pipe size Unit 1" 1 1/2" 2" 2 1/2" 3" 4."Insulation Thickness

196



1" pipe size Unit 3" 4."1" 1 1/2" 2" 2 1/2"Insulation Thickness

197



1 1/2" pipe size Unit 2 1/2" 3" 4."1" 1 1/2" 2"Insulation Thickness

198



2" pipe size Unit 1" 1 1/2" 2" 2 1/2"Insulation Thickness

3" 4."

199


Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.101 0.101 0.101 0.101 0.126 0.134Extra over Elbow or Bend Nr 0.231 0.231 0.231 0.231 0.290 0.307Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.115 0.115 0.115 0.115 0.145 0.154Extra over Flange Joint-mineral wool Nr 0.330 0.330 0.330 0.330 0.414 0.439Extra over Flange Joint-foamglass Nr 0.396 0.396 0.396 0.396 0.497 0.527Extra over Valve or Strainer-mineral wool Nr 0.495 0.495 0.495 0.495 0.621 0.658Extra over Valve or Strainer-foamglass Nr 0.593 0.593 0.593 0.593 0.745 0.790Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.346 0.346 0.346 0.346 0.435 0.461Strip, remove and renew complete specification ft 0.156 0.156 0.156 0.156 0.196 0.207Extra over Elbow or Bend Nr 0.358 0.358 0.358 0.358 0.449 0.476Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.179 0.179 0.179 0.179 0.225 0.238Extra over Flange Joint-mineral wool Nr 0.511 0.511 0.511 0.511 0.642 0.680Extra over Flange Joint-foamglass Nr 0.613 0.613 0.613 0.613 0.770 0.816Extra over Valve or Strainer-mineral wool Nr 0.767 0.767 0.767 0.767 0.963 1.020Extra over Valve or Strainer-foamglass Nr 0.920 0.920 0.920 0.920 1.155 1.225Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.537 0.537 0.537 0.537 0.674 0.714Strip and remove to skip-Insulation and Cladding ft 0.055 0.055 0.055 0.055 0.069 0.074Extra over Elbow or Bend Nr 0.127 0.127 0.127 0.127 0.159 0.169Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.063 0.063 0.063 0.063 0.080 0.084Extra over Flange Joint-mineral wool or Foamglass Nr 0.181 0.181 0.181 0.181 0.228 0.241Extra over Valve or Strainer-mineral wool or Foamglass Nr 0.272 0.272 0.272 0.272 0.342 0.362Strip and remove to skip-Cladding only ft 0.039 0.039 0.039 0.039 0.049 0.052Strip and store-Insulation and Cladding ft 0.077 0.077 0.077 0.077 0.097 0.102Strip and store-Cladding ft 0.054 0.054 0.054 0.054 0.068 0.072Strip, store and refit-Insulation and Cladding ft 0.172 0.172 0.172 0.172 0.216 0.229Extra over Elbow or Bend Nr 0.396 0.497Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.198 0.249Strip, store and refit-Cladding ft 0.121 0.121 0.121 0.121 0.151 0.161Strip, store and refit-Cladding;remove and renew Insulation ft 0.167 0.167 0.167 0.167 0.210 0.223Extra over Elbow or Bend Nr 0.384 0.384 0.384 0.384 0.483 0.512Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.192 0.192 0.192 0.192 0.241 0.256Extra over Flange Joint-mineral wool Nr 0.549 0.549 0.549 0.549 0.689 0.731Extra over Valve or Strainer-mineral wool Nr 0.823 0.823 0.823 0.823 1.034 1.096Strip, remove and renew Cladding only ft 0.109 0.109 0.109 0.109 0.137 0.145

3" pipe size Unit 1" 1 1/2" 2" 2 1/2" 3" 4."Insulation Thickness

200



Unit4" pipe size 3" 4."1" 1 1/2" 2" 2 1/2"Insulation Thickness

201




1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 5 1/2" 6"

202




1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5" 5 1/2" 6"

203


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.126 0.126 0.126 0.126 0.162 0.168 0.168 0.211 0.211 0.211Extra over Elbow or Bend Nr 0.290 0.290 0.290 0.290 0.373 0.385 0.385 0.485 0.485 0.485Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.145 0.145 0.145 0.145 0.186 0.192 0.192 0.242 0.242 0.242Extra over Flange Joint-mineral wool Nr 0.414 0.414 0.414 0.414 0.533 0.550 0.550 0.693 0.693 0.693Extra over Flange Joint-foamglass Nr 0.497 0.497 0.497 0.497 0.639 0.660 0.660 0.831 0.831 0.831Extra over Valve or Strainer-mineral wool Nr 0.621 0.621 0.621 0.621 0.799 0.825 0.825 1.039 1.039 1.039Extra over Valve or Strainer-foamglass Nr 0.745 0.745 0.745 0.745 0.959 0.989 0.989 1.247 1.247 1.247Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.435 0.435 0.435 0.435 0.559 0.577 0.577 0.727 0.727 0.727Strip, remove and renew complete specification ft 0.196 0.196 0.196 0.196 0.252 0.260 0.260 0.327 0.327 0.327Extra over Elbow or Bend Nr 0.449 0.449 0.449 0.449 0.578 0.596 0.596 0.752 0.752 0.752Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.225 0.225 0.225 0.225 0.289 0.298 0.298 0.376 0.376 0.376Extra over Flange Joint-mineral wool Nr 0.642 0.642 0.642 0.642 0.826 0.852 0.852 1.074 1.074 1.074Extra over Flange Joint-foamglass Nr 0.770 0.770 0.770 0.770 0.991 1.022 1.022 1.289 1.289 1.289Extra over Valve or Strainer-mineral wool Nr 0.963 0.963 0.963 0.963 1.239 1.278 1.278 1.611 1.611 1.611Extra over Valve or Strainer-foamglass Nr 1.155 1.155 1.155 1.155 1.486 1.534 1.534 1.933 1.933 1.933Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.674 0.674 0.674 0.674 0.867 0.895 0.895 1.128 1.128 1.128Strip and remove to skip-Insulation and Cladding ft 0.069 0.069 0.069 0.069 0.089 0.092 0.092 0.116 0.116 0.116Extra over Elbow or Bend Nr 0.159 0.159 0.159 0.159 0.205 0.212 0.212 0.267 0.267 0.267Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.080 0.080 0.080 0.080 0.103 0.106 0.106 0.133 0.133 0.133Extra over Flange Joint-mineral wool Nr 0.228 0.228 0.228 0.228 0.293 0.302 0.302 0.381 0.381 0.381Extra over Valve or Strainer-mineral wool Nr 0.342 0.342 0.342 0.342 0.440 0.454 0.454 0.572 0.572 0.572Strip and remove to skip-Cladding only ft 0.049 0.049 0.049 0.049 0.063 0.065 0.065 0.081 0.081 0.081Strip and store-Insulation and Cladding ft 0.097 0.097 0.097 0.097 0.124 0.128 0.128 0.162 0.162 0.162Strip and store-Cladding ft 0.068 0.068 0.068 0.068 0.087 0.090 0.090 0.113 0.113 0.113Strip, store and refit-Insulation and Cladding ft 0.216 0.216 0.216 0.216 0.279 0.287 0.287 0.362 0.362 0.362Strip, store and refit-Cladding ft 0.151 0.151 0.151 0.151 0.195 0.201 0.201 0.253 0.253 0.253Strip, store and refit-Cladding;remove and renew Insulation ft 0.210 0.210 0.210 0.210 0.270 0.279 0.279 0.352 0.352 0.352Extra over Elbow or Bend Nr 0.483 0.483 0.483 0.483 0.621 0.641 0.641 0.807 0.807 0.807Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.241 0.241 0.241 0.241 0.310 0.320 0.320 0.404 0.404 0.404Extra over Flange Joint-mineral wool Nr 0.689 0.689 0.689 0.689 0.887 0.915 0.915 1.154 1.154 1.154Extra over Valve or Strainer-mineral wool Nr 1.034 1.034 1.034 1.034 1.331 1.373 1.373 1.730 1.730 1.730Strip, remove and renew Cladding only ft 0.137 0.137 0.137 0.137 0.176 0.182 0.182 0.229 0.229 0.229EO Tee, Reducer, Full Cap End or End Closure Plate Nr 0.157

Unit10" pipe size 5 1/2" 6"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 5"3" 4" 4 1/2"

204


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.162 0.162 0.162 0.162 0.204 0.211 0.211 0.263 0.263 0.263Extra over Elbow or Bend Nr 0.373 0.373 0.373 0.373 0.468 0.485 0.485 0.603 0.603 0.603Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.186 0.186 0.186 0.186 0.234 0.242 0.242 0.302 0.302 0.302Extra over Flange Joint-mineral wool Nr 0.533 0.533 0.533 0.533 0.668 0.693 0.693 0.862 0.862 0.862Extra over Flange Joint-foamglass Nr 0.639 0.639 0.639 0.639 0.802 0.831 0.831 1.034 1.034 1.034Extra over Valve or Strainer-mineral wool Nr 0.799 0.799 0.799 0.799 1.002 1.039 1.039 1.293 1.293 1.293Extra over Valve or Strainer-foamglass Nr 0.959 0.959 0.959 0.959 1.202 1.247 1.247 1.551 1.551 1.551Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.559 0.559 0.559 0.559 0.701 0.727 0.727 0.905 0.905 0.905Strip, remove and renew complete specification ft 0.252 0.252 0.252 0.252 0.316 0.327 0.327 0.407 0.407 0.407Extra over Elbow or Bend Nr 0.578 0.578 0.578 0.578 0.725 0.752 0.752 0.935 0.935 0.935Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.289 0.289 0.289 0.289 0.362 0.376 0.376 0.468 0.468 0.468Extra over Flange Joint-mineral wool Nr 0.826 0.826 0.826 0.826 1.035 1.074 1.074 1.336 1.336 1.336Extra over Flange Joint-foamglass Nr 0.991 0.991 0.991 0.991 1.242 1.289 1.289 1.603 1.603 1.603Extra over Valve or Strainer-mineral wool Nr 1.239 1.239 1.239 1.239 1.553 1.611 1.611 2.004 2.004 2.004Extra over Valve or Strainer-foamglass Nr 1.486 1.486 1.486 1.486 1.863 1.933 1.933 2.405 2.405 2.405Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.867 0.867 0.867 0.867 1.087 1.128 1.128 1.403 1.403 1.403Strip and remove to skip-Insulation and Cladding ft 0.089 0.089 0.089 0.089 0.112 0.116 0.116 0.145 0.145 0.145Extra over Elbow or Bend Nr 0.205 0.205 0.205 0.205 0.257 0.267 0.267 0.332 0.332 0.332Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.103 0.103 0.103 0.103 0.129 0.133 0.133 0.166 0.166 0.166Extra over Flange Joint-mineral wool Nr 0.293 0.293 0.293 0.293 0.367 0.381 0.381 0.474 0.474 0.474Extra over Valve or Strainer-mineral wool Nr 0.440 0.440 0.440 0.440 0.551 0.572 0.572 0.711 0.711 0.711Strip and remove to skip-Cladding only ft 0.063 0.063 0.063 0.063 0.078 0.081 0.081 0.101 0.101 0.101Extra over Elbow or Bend Nr 0.187Extra over Flange Joint-mineral wool Nr 0.267Strip and store-Insulation and Cladding ft 0.124 0.124 0.124 0.124 0.156 0.162 0.162 0.201 0.201 0.201Strip and store-Cladding ft 0.087 0.087 0.087 0.087 0.109 0.113 0.113 0.141 0.141 0.141Strip, store and refit-Insulation and Cladding ft 0.279 0.279 0.279 0.279 0.349 0.362 0.362 0.451 0.451 0.451Strip, store and refit-Cladding ft 0.195 0.195 0.195 0.195 0.244 0.253 0.253 0.315 0.315 0.315Strip, store and refit-Cladding;remove and renew Insulation ft 0.270 0.270 0.270 0.270 0.339 0.352 0.352 0.438 0.438 0.438Extra over Elbow or Bend Nr 0.621 0.621 0.621 0.621 0.778 0.807 0.807 1.005 1.005 1.005Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.310 0.310 0.310 0.310 0.389 0.404 0.404 0.502 0.502 0.502Extra over Flange Joint-mineral wool Nr 0.887 0.887 0.887 0.887 1.112 1.154 1.154 1.435 1.435 1.435Extra over Valve or Strainer-mineral wool Nr 1.331 1.331 1.331 1.331 1.668 1.730 1.730 2.153 2.153 2.153Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.931Strip, remove and renew Cladding only ft 0.176 0.176 0.176 0.176 0.221 0.229 0.229 0.285 0.285 0.285Extra over Elbow or Bend Nr 0.405 0.507 0.526Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.263Extra over Flange Joint-mineral wool Nr 0.752Extra over Valve or Strainer-mineral wool Nr 1.128


5"1" 1 1/2" 2" 2 1/2" 3" 4" 4 1/2" 5 1/2" 6"

205


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.162 0.162 0.162 0.204 0.211 0.211 0.263 0.263 0.263Extra over Elbow or Bend Nr 0.373 0.373 0.373 0.468 0.485 0.485 0.603 0.603 0.603Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.186 0.186 0.186 0.234 0.242 0.242 0.302 0.302 0.302Extra over Flange Joint-mineral wool Nr 0.533 0.533 0.533 0.668 0.693 0.693 0.862 0.862 0.862Extra over Flange Joint-foamglass Nr 0.639 0.639 0.639 0.802 0.831 0.831 1.034 1.034 1.034Extra over Valve or Strainer-mineral wool Nr 0.799 0.799 0.799 1.002 1.039 1.039 1.293 1.293 1.293Extra over Valve or Strainer-foamglass Nr 0.959 0.959 0.959 1.202 1.247 1.247 1.551 1.551 1.551Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.559 0.559 0.559 0.701 0.727 0.727 0.905 0.905 0.905Strip, remove and renew complete specification ft 0.252 0.252 0.252 0.316 0.327 0.327 0.407 0.407 0.407Extra over Elbow or Bend Nr 0.578 0.578 0.578 0.725 0.752 0.752 0.935 0.935 0.935Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.289 0.289 0.289 0.362 0.376 0.376 0.468 0.468 0.468Extra over Flange Joint-mineral wool Nr 0.826 0.826 0.826 1.035 1.074 1.074 1.336 1.336 1.336Extra over Flange Joint-foamglass Nr 0.991 0.991 0.991 1.242 1.289 1.289 1.603 1.603 1.603Extra over Valve or Strainer-mineral wool Nr 1.239 1.239 1.239 1.553 1.611 1.611 2.004 2.004 2.004Extra over Valve or Strainer-foamglass Nr 1.486 1.486 1.486 1.863 1.933 1.933 2.405 2.405 2.405Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.867 0.867 0.867 1.087 1.128 1.128 1.403 1.403 1.403Strip and remove to skip-Insulation and Cladding ft 0.089 0.089 0.089 0.112 0.116 0.116 0.145 0.145 0.145Extra over Elbow or Bend Nr 0.205 0.205 0.205 0.257 0.267 0.267 0.332 0.332 0.332Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.103 0.103 0.103 0.129 0.133 0.133 0.166 0.166 0.166Extra over Flange Joint-mineral wool Nr 0.293 0.293 0.293 0.367 0.381 0.381 0.474 0.474 0.474Extra over Valve or Strainer-mineral wool Nr 0.440 0.440 0.440 0.551 0.572 0.572 0.711 0.711 0.711Strip and remove to skip-Cladding only ft 0.063 0.063 0.063 0.078 0.081 0.081 0.101 0.101 0.101Strip and store-Insulation and Cladding ft 0.124 0.124 0.124 0.156 0.162 0.162 0.201 0.201 0.201Strip and store-Cladding ft 0.087 0.087 0.087 0.109 0.113 0.113 0.141 0.141 0.141Strip, store and refit-Insulation and Cladding ft 0.279 0.279 0.279 0.349 0.362 0.362 0.451 0.451 0.451Strip, store and refit-Cladding ft 0.195 0.195 0.195 0.244 0.253 0.253 0.315 0.315 0.315Strip, store and refit-Cladding;remove and renew Insulation ft 0.270 0.270 0.270 0.339 0.352 0.352 0.438 0.438 0.438Extra over Elbow or Bend Nr 0.621 0.621 0.621 0.778 0.807 0.807 1.005 1.005 1.005Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.310 0.310 0.310 0.389 0.404 0.404 0.502 0.502 0.502Extra over Flange Joint-mineral wool Nr 0.887 0.887 0.887 1.112 1.154 1.154 1.435 1.435 1.435Extra over Valve or Strainer-mineral wool Nr 1.331 1.331 1.331 1.668 1.730 1.730 2.153 2.153 2.153Strip, remove and renew Cladding only ft 0.176 0.176 0.176 0.221 0.229 0.229 0.285 0.285 0.285

Unit14" pipe size 2 1/2" 3" 4" 4 1/2" 5" 5 1/2" 6"Insulation Thickness

1" 1 1/2" 2"

206




3" 4" 4 1/2" 5"1" 1 1/2" 2" 2 1/2" 5 1/2" 6"

207



18" pipe size Unit 6"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 5" 5 1/2"4" 4 1/2"

208


Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft 0.193 0.193 0.193 0.235 0.245 0.245 0.304 0.304 0.304Extra over Elbow or Bend Nr 0.444 0.444 0.444 0.538 0.562 0.562 0.698 0.698 0.698Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.222 0.222 0.222 0.269 0.281 0.281 0.349 0.349 0.349Extra over Flange Joint-mineral wool Nr 0.635 0.635 0.635 0.769 0.803 0.803 0.997 0.997 0.997Extra over Flange Joint-foamglass Nr 0.761 0.761 0.761 0.923 0.964 0.964 1.197 1.197 1.197Extra over Valve or Strainer-mineral wool Nr 0.952 0.952 0.952 1.154 1.205 1.205 1.496 1.496 1.496Extra over Valve or Strainer-foamglass Nr 1.142 1.142 1.142 1.384 1.446 1.446 1.795 1.795 1.795Extra over Seal Closure Plate with Armourset and Rockwrap Nr 0.666 0.666 0.666 0.808 0.843 0.843 1.047 1.047 1.047Strip, remove and renew complete specification ft 0.300 0.300 0.300 0.363 0.380 0.380 0.471 0.471 0.471Extra over Elbow or Bend Nr 0.688 0.688 0.688 0.835 0.871 0.871 1.082 1.082 1.082Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.344 0.344 0.344 0.417 0.436 0.436 0.541 0.541 0.541Extra over Flange Joint-mineral wool Nr 0.984 0.984 0.984 1.192 1.245 1.245 1.546 1.546 1.546Extra over Flange Joint-foamglass Nr 1.180 1.180 1.180 1.431 1.494 1.494 1.855 1.855 1.855Extra over Valve or Strainer-mineral wool Nr 1.475 1.475 1.475 1.788 1.867 1.867 2.318 2.318 2.318Extra over Valve or Strainer-foamglass Nr 1.770 1.770 1.770 2.146 2.241 2.241 2.782 2.782 2.782Extra over Seal Closure Plate with Armourset and Rockwrap Nr 1.033 1.033 1.033 1.252 1.307 1.307 1.623 1.623 1.623Strip and remove to skip-Insulation and Cladding ft 0.106 0.106 0.106 0.129 0.135 0.135 0.167 0.167 0.167Extra over Elbow or Bend Nr 0.244 0.244 0.244 0.296 0.309 0.309 0.384 0.384 0.384Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.122 0.122 0.122 0.148 0.155 0.155 0.192 0.192 0.192Extra over Flange Joint-mineral wool Nr 0.349 0.349 0.349 0.423 0.442 0.442 0.548 0.548 0.548Extra over Valve or Strainer-mineral wool Nr 0.523 0.523 0.523 0.635 0.663 0.663 0.823 0.823 0.823Strip and remove to skip-Cladding only ft 0.074 0.074 0.074 0.090 0.094 0.094 0.117 0.117 0.117Strip and store-Insulation and Cladding ft 0.148 0.148 0.148 0.179 0.187 0.187 0.233 0.233 0.233Strip and store-Cladding ft 0.103 0.103 0.103 0.125 0.131 0.131 0.163 0.163 0.163Strip, store and refit-Insulation and Cladding ft 0.332 0.332 0.332 0.402 0.420 0.420 0.521 0.521 0.521Strip, store and refit-Cladding ft 0.232 0.232 0.232 0.281 0.294 0.294 0.365 0.365 0.365Strip, store and refit-Cladding;remove and renew Insulation ft 0.322 0.322 0.322 0.390 0.408 0.408 0.506 0.506 0.506Extra over Elbow or Bend Nr 0.740 0.740 0.740 0.896 0.936 0.936 1.162 1.162 1.162Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.370 0.370 0.370 0.448 0.468 0.468 0.581 0.581 0.581Extra over Flange Joint-mineral wool Nr 1.056 1.056 1.056 1.281 1.337 1.337 1.660 1.660 1.660Extra over Valve or Strainer-mineral wool Nr 1.585 1.585 1.585 1.921 2.006 2.006 2.490 2.490 2.490Strip, remove and renew Cladding only ft 0.210 0.210 0.210 0.254 0.266 0.266 0.330 0.330 0.330Extra over Elbow or Bend Nr 0.610Extra over Tee, Reducer, Full Cap End or End Closure Plate Nr 0.305


1" 1 1/2" 2" 2 1/2" 5 1/2" 6"3" 4" 4 1/2" 5"

209

L.2.5 Glass Rope Spirally Wound To Pipework

UnitNorm Norm Norm Norm Norm Norm Norm

New Complete Specification m 0.285 0.302 0.308 0.331 0.384 0.486 0.600



Strip and remove to skip-Insulation and Coverings m 0.157 0.164 0.171 0.184 0.213 0.266 0.331



Strip, remove and renew Complete Specification m 0.443 0.466 0.479 0.512 0.597 0.751 0.932



25mm Insulation Thickness 50mm 75mm 100mmPipe Size

12mm 18mm 25mm 37mm

UnitNorm Norm Norm Norm Norm Norm Norm

New Complete Specification ft 0.087 0.092 0.094 0.101 0.117 0.148 0.183






Strip, remove and renew Complete Specification ft 0.135 0.142 0.146 0.156 0.182 0.229 0.284



1" Insulation Thickness 2" 3" 4"Pipe Size

1/2" 3/4" 1" 1 1/2"

210

L.2.6 Vessels, Tanks, Columns & Equipment Insulated with Mineral Wool Rigid Slabs or Flexible Mattress

Up to 0.7mm Flat Aluzinc or Aluminium Unit

Norm Norm NormNew Complete Specification m2 0.861 1.023 1.195

Stiffener Flange m2 1.249 1.485 1.733

Removable Cover m2 1.453 1.722 2.013

Dished End m2 1.442 1.711 1.991

Tank Roof m2 1.033 1.227 1.432

Extra over for 1 extra layer than specified m2 1.033 1.227 1.432



Dished End m2 1.733 2.056 2.400

Tank Roof m2 1.249 1.475 1.722

Extra over for 2 extra layers than specified m2 1.206 1.432 1.668



Dished End m2 2.024 2.400 2.799

Tank Roof m2 1.453 1.722 2.013

Strip and remove to skip-Insulation and Cladding m2 0.388 0.463 0.538



Dished End m2 0.646 0.775 0.893

Tank Roof m2 0.463 0.549 0.646

Strip and remove to skip-Cladding only m2 0.269 0.323 0.377



Dished End m2 0.452 0.538 0.624

Tank Roof m2 0.323 0.388 0.452

Strip and store-Insulation and Cladding m2 0.560 0.667 0.775



Dished End m2 0.936 1.109 1.302

Tank Roof m2 0.678 0.797 0.936

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WIT H MINERAL WOOL RIGID SLABS OR FLEXIBLE MATTRESS

Insulation ThicknessOver 100mm n.e. 200mm


n.e. 100mm

211


Norm Norm Norm

Strip and store-Cladding m2 0.398 0.463 0.549



Dished End m2 0.657 0.775 0.904

Tank Roof m2 0.474 0.560 0.657

Strip, store and refit-Insulation and Cladding m2 1.378 1.636 1.916



Dished End m2 2.303 2.745 3.197

Tank Roof m2 1.658 1.970 2.293

Strip, store and refit-Cladding m2 0.969 1.152 1.335



Dished End m2 1.615 1.916 2.239

Tank Roof m2 1.163 1.378 1.604

Strip, store and refit Cladding;remove and renew Insulation m2 1.345 1.593 1.862



Dished End m2 2.239 2.659 3.100

Tank Roof m2 1.615 1.916 2.228

Strip, remove and renew Cladding only m2 0.872 1.044 1.216



Dished End m2 1.464 1.744 2.024

Tank Roof m2 1.055 1.249 1.453

Strip, remove and renew Complete Specification m2 1.249 1.485 1.733



Dished End m2 2.088 2.486 2.895

Tank Roof m2 1.507 1.787 2.077




Insulation Thickness

n.e. 100mm

212

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WIT H MINERAL WOOL RIGID SLABS

Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft2 0.080 0.080 0.080 0.080 0.080 0.095 0.095 0.095 0.095 0.095 0.095 0.095 0.111

Stiffener Flange ft2 0.116 0.116 0.116 0.116 0.116 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.161

Dished End ft2 0.134 0.134 0.134 0.134 0.134 0.159 0.159 0.159 0.159 0.159 0.159 0.159 0.185

Tank Roof ft2 0.096 0.096 0.096 0.096 0.096 0.114 0.114 0.114 0.114 0.114 0.114 0.114 0.133

Extra over for 1 extra layer than specified ft2 0.096 0.096 0.096 0.096 0.096 0.114 0.114 0.114 0.114 0.114 0.114 0.114 0.133


Dished End ft2 0.161 0.161 0.161 0.161 0.161 0.191 0.191 0.191 0.191 0.191 0.191 0.191 0.223

Tank Roof ft2 0.116 0.116 0.116 0.116 0.116 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.160

Extra over for 2 extra layers than specified ft2 0.112 0.112 0.112 0.112 0.112 0.133 0.133 0.133 0.133 0.133 0.133 0.133 0.155


Dished End ft2 0.188 0.188 0.188 0.188 0.188 0.223 0.223 0.223 0.223 0.223 0.223 0.223 0.260

Tank Roof ft2 0.135 0.135 0.135 0.135 0.135 0.160 0.160 0.160 0.160 0.160 0.160 0.160 0.187

Strip and remove to skip-Insulation and Cladding ft2 0.036 0.036 0.036 0.036 0.036 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.050


Dished End ft2 0.060 0.060 0.060 0.060 0.060 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.083

Tank Roof ft2 0.043 0.043 0.043 0.043 0.043 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.060

Strip and remove to skip-Cladding only ft2 0.025 0.025 0.025 0.025 0.025 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.035


Dished End ft2 0.042 0.042 0.042 0.042 0.042 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.058

Tank Roof ft2 0.030 0.030 0.030 0.030 0.030 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.042

Strip and store-Insulation and Cladding ft2 0.052 0.052 0.052 0.052 0.052 0.062 0.062 0.062 0.062 0.062 0.062 0.062 0.072


Dished End ft2 0.087 0.087 0.087 0.087 0.087 0.103 0.103 0.103 0.103 0.103 0.103 0.103 0.121

Tank Roof ft2 0.063 0.063 0.063 0.063 0.063 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.087

Up to 24 mil Flat Aluzinc or Aluminium Unit 10"4 1/2" 5" 5 1/2" 6" 8"1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"Insulation Thickness

213


Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm NormStrip and store-Cladding ft2 0.037 0.037 0.037 0.037 0.037 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.051


Dished End ft2 0.061 0.061 0.061 0.061 0.061 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.084

Tank Roof ft2 0.044 0.044 0.044 0.044 0.044 0.052 0.052 0.052 0.052 0.052 0.052 0.052 0.061

Strip, store and refit-Insulation and Cladding ft2 0.128 0.128 0.128 0.128 0.128 0.152 0.152 0.152 0.152 0.152 0.152 0.152 0.178


Dished End ft2 0.214 0.214 0.214 0.214 0.214 0.255 0.255 0.255 0.255 0.255 0.255 0.255 0.297

Tank Roof ft2 0.154 0.154 0.154 0.154 0.154 0.183 0.183 0.183 0.183 0.183 0.183 0.183 0.213

Strip, store and refit-Cladding ft2 0.090 0.090 0.090 0.090 0.090 0.107 0.107 0.107 0.107 0.107 0.107 0.107 0.124


Dished End ft2 0.150 0.150 0.150 0.150 0.150 0.178 0.178 0.178 0.178 0.178 0.178 0.178 0.208

Tank Roof ft2 0.108 0.108 0.108 0.108 0.108 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.149

Strip, store and refit Cladding;remove and renew Insulation ft2 0.125 0.125 0.125 0.125 0.125 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.173


Dished End ft2 0.208 0.208 0.208 0.208 0.208 0.247 0.247 0.247 0.247 0.247 0.247 0.247 0.288

Tank Roof ft2 0.150 0.150 0.150 0.150 0.150 0.178 0.178 0.178 0.178 0.178 0.178 0.178 0.207

Strip, remove and renew Cladding only ft2 0.081 0.081 0.081 0.081 0.081 0.097 0.097 0.097 0.097 0.097 0.097 0.097 0.113


Dished End ft2 0.136 0.136 0.136 0.136 0.136 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.188

Tank Roof ft2 0.098 0.098 0.098 0.098 0.098 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.135

Strip, remove and renew Complete Specification ft2 0.116 0.116 0.116 0.116 0.116 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.161


Dished End ft2 0.194 0.194 0.194 0.194 0.194 0.231 0.231 0.231 0.231 0.231 0.231 0.231 0.269

Tank Roof ft2 0.140 0.140 0.140 0.140 0.140 0.166 0.166 0.166 0.166 0.166 0.166 0.166 0.193

5 1/2" 6" 8" 10"2 1/2" 3" 3 1/2" 4" 4 1/2" 5"Up to 24 mil Flat Aluzinc or Aluminium UnitInsulation Thickness

1" 1 1/2" 2"

214




Removable Cover ft2 0.135 0.135 0.135 0.135 0.135 0.160 0.160 0.160 0.160 0.160 0.160 0.160 0.187

Dished End ft2 0.134 0.134 0.134 0.134 0.134 0.159 0.159 0.159 0.159 0.159 0.159 0.159 0.185

Tank Roof ft2 0.096 0.096 0.096 0.096 0.096 0.114 0.114 0.114 0.114 0.114 0.114 0.114 0.133




Dished End ft2 0.161 0.161 0.161 0.161 0.161 0.191 0.191 0.191 0.191 0.191 0.191 0.191 0.223

Tank Roof ft2 0.116 0.116 0.116 0.116 0.116 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.160




Dished End ft2 0.188 0.188 0.188 0.188 0.188 0.223 0.223 0.223 0.223 0.223 0.223 0.223 0.260

Tank Roof ft2 0.135 0.135 0.135 0.135 0.135 0.160 0.160 0.160 0.160 0.160 0.160 0.160 0.187




Dished End ft2 0.060 0.060 0.060 0.060 0.060 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.083

Tank Roof ft2 0.043 0.043 0.043 0.043 0.043 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.060




Dished End ft2 0.042 0.042 0.042 0.042 0.042 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.058

Tank Roof ft2 0.030 0.030 0.030 0.030 0.030 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.042




Dished End ft2 0.087 0.087 0.087 0.087 0.087 0.103 0.103 0.103 0.103 0.103 0.103 0.103 0.121

Tank Roof ft2 0.063 0.063 0.063 0.063 0.063 0.074 0.074 0.074 0.074 0.074 0.074 0.074 0.087

32 mil Flat Aluzinc or Aluminium Unit 4 1/2" 5" 5 1/2" 6" 8" 10"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

215


Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm NormStrip and store-Cladding ft2 0.037 0.037 0.037 0.037 0.037 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.051



Dished End ft2 0.061 0.061 0.061 0.061 0.061 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.084

Tank Roof ft2 0.044 0.044 0.044 0.044 0.044 0.052 0.052 0.052 0.052 0.052 0.052 0.052 0.061




Dished End ft2 0.214 0.214 0.214 0.214 0.214 0.255 0.255 0.255 0.255 0.255 0.255 0.255 0.297

Tank Roof ft2 0.154 0.154 0.154 0.154 0.154 0.183 0.183 0.183 0.183 0.183 0.183 0.183 0.213




Dished End ft2 0.150 0.150 0.150 0.150 0.150 0.178 0.178 0.178 0.178 0.178 0.178 0.178 0.208

Tank Roof ft2 0.108 0.108 0.108 0.108 0.108 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.149




Dished End ft2 0.208 0.208 0.208 0.208 0.208 0.247 0.247 0.247 0.247 0.247 0.247 0.247 0.288

Tank Roof ft2 0.150 0.150 0.150 0.150 0.150 0.178 0.178 0.178 0.178 0.178 0.178 0.178 0.207




Dished End ft2 0.136 0.136 0.136 0.136 0.136 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.188

Tank Roof ft2 0.098 0.098 0.098 0.098 0.098 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.135




Dished End ft2 0.194 0.194 0.194 0.194 0.194 0.231 0.231 0.231 0.231 0.231 0.231 0.231 0.269

Tank Roof ft2 0.140 0.140 0.140 0.140 0.140 0.166 0.166 0.166 0.166 0.166 0.166 0.166 0.193

6" 8" 10"3" 3 1/2" 4" 4 1/2" 5" 5 1/2"32 mil Flat Aluzinc or Aluminium UnitInsulation Thickness

1" 1 1/2" 2" 2 1/2"

216

Up to 0.7mm Corrugated Aluzinc Unit





Strip and remove to skip-Cladding only m2 0.258 0.258 0.301

Strip and store-Insulation and Cladding m2 0.538 0.538 0.624

Strip and store-Cladding m2 0.377 0.377 0.441

Strip, store and refit-Insulation and Cladding m2 1.313 1.313 1.539

Strip, store and refit-Cladding m2 0.926 0.926 1.076

Strip, store and refit Cladding;remove and renew Insulation m2 1.281 1.281 1.496

Strip, remove and renew Cladding only m2 0.840 0.840 0.980




n.e. 100mm

Insulation ThicknessOver 200mm n.e. 250mm








Strip and store-Cladding ft2 0.029 0.029 0.029 0.029 0.029 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.041






UnitUp to 24 mil Corrugated AluzincInsulation Thickness

10"3" 3 1/2" 4 1/2" 5" 8"4" 5 1/2" 6"1" 1 1/2" 2" 2 1/2"

217

Armourset Cement Unit



Dished End m2 1.130 1.356 1.582

Tank Roof m2 1.130 1.356 1.582



Dished End m2 1.356 1.625 1.894

Tank Roof m2 1.496 1.625 1.894



Dished End m2 1.582 1.905 2.207

Tank Roof m2 1.744 1.905 2.207



Dished End m2 0.506 0.614 0.710

Tank Roof m2 0.506 0.614 0.710



Dished End m2 1.647 1.970 2.293

Tank Roof m2 1.647 1.970 2.293





n.e. 100mm

218




Dished End ft2 0.105 0.105 0.105 0.105 0.105 0.105 0.126 0.126 0.126 0.126 0.126 0.126 0.147

Tank Roof ft2 0.105 0.105 0.105 0.105 0.105 0.105 0.126 0.126 0.126 0.126 0.126 0.126 0.147



Dished End ft2 0.126 0.126 0.126 0.126 0.126 0.126 0.151 0.151 0.151 0.151 0.151 0.151 0.176

Tank Roof ft2 0.139 0.139 0.139 0.139 0.139 0.139 0.166 0.151 0.151 0.151 0.151 0.151 0.176



Dished End ft2 0.147 0.147 0.147 0.147 0.147 0.147 0.177 0.177 0.177 0.177 0.177 0.177 0.205

Tank Roof ft2 0.162 0.162 0.162 0.162 0.162 0.162 0.194 0.177 0.177 0.177 0.177 0.177 0.205



Dished End ft2 0.047 0.047 0.047 0.047 0.047 0.047 0.057 0.057 0.057 0.057 0.057 0.057 0.066

Tank Roof ft2 0.047 0.047 0.047 0.047 0.047 0.047 0.057 0.057 0.057 0.057 0.057 0.057 0.066



Dished End ft2 0.153 0.153 0.153 0.153 0.153 0.153 0.183 0.183 0.183 0.183 0.183 0.183 0.213

Tank Roof ft2 0.153 0.153 0.153 0.153 0.153 0.153 0.183 0.183 0.183 0.183 0.183 0.183 0.213

UnitArmourset CementInsulation Thickness

8" 10"4 1/2" 5" 5 1/2" 6"3 1/2" 4"1" 1 1/2" 2" 2 1/2" 3"

219

m2 0.183

Closing Collar (up to 0.9mm flat Alu. or SS) m 0.089

Unit

Utilising stud welding system on any thickness up to and including 10in in any number of layers


NormGeneral

Utilising stud welding system on any thickness uptoand including250 mm in any number of layers ft2 0.0170.7 mm Flat Aluzinc or Aluminium Closing Collar ft 0.0270.9 mm Flat Aluzinc or Aluminium Closing Collar ft 0.0270.8 mm Flat Stainless Steel ft 0.027

General


NormUnit

220

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WIT H MINERAL WOOL FLEXIBLE MATTRESS


Stiffener Flange ft2 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.138 0.138 0.138 0.138 0.138 0.161Dished End ft2 0.134 0.134 0.134 0.134 0.134 0.134 0.134 0.159 0.159 0.159 0.159 0.159 0.185

Extra over for 1 extra layer than specified ft2 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.114 0.114 0.114 0.114 0.114 0.133Stiffener Flange ft2 0.140 0.140 0.140 0.140 0.140 0.140 0.140 0.166 0.166 0.166 0.166 0.166 0.193Dished End ft2 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.191 0.191 0.191 0.191 0.191 0.223

Extra over for 2 extra layers than specified ft2 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.133 0.133 0.133 0.133 0.133 0.155Stiffener Flange ft2 0.163 0.163 0.163 0.163 0.163 0.163 0.163 0.193 0.193 0.193 0.193 0.193 0.225Dished End ft2 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.223 0.223 0.223 0.223 0.223 0.260

Strip and remove to skip-Insulation and Cladding ft2 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.043 0.043 0.043 0.043 0.043 0.050Stiffener Flange ft2 0.052 0.052 0.052 0.052 0.052 0.052 0.052 0.062 0.062 0.062 0.062 0.062 0.072Dished End ft2 0.060 0.060 0.060 0.060 0.060 0.060 0.060 0.072 0.072 0.072 0.072 0.072 0.083

Strip and remove to skip-Cladding only ft2 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.030 0.030 0.030 0.030 0.030 0.035Stiffener Flange ft2 0.037 0.037 0.037 0.037 0.037 0.037 0.037 0.044 0.044 0.044 0.044 0.044 0.051Dished End ft2 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.050 0.050 0.050 0.050 0.050 0.058

Strip and store-Insulation and Cladding ft2 0.052 0.052 0.052 0.052 0.052 0.052 0.052 0.062 0.062 0.062 0.062 0.062 0.072Stiffener Flange ft2 0.076 0.076 0.076 0.076 0.076 0.076 0.076 0.090 0.090 0.090 0.090 0.090 0.105Dished End ft2 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.103 0.103 0.103 0.103 0.103 0.121

Strip and store-Cladding ft2 0.037 0.037 0.037 0.037 0.037 0.037 0.037 0.043 0.043 0.043 0.043 0.043 0.051Stiffener Flange ft2 0.053 0.053 0.053 0.053 0.053 0.053 0.053 0.063 0.063 0.063 0.063 0.063 0.073Dished End ft2 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.072 0.072 0.072 0.072 0.072 0.084

Strip, store and refit-Insulation and Cladding ft2 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.152 0.152 0.152 0.152 0.152 0.178Stiffener Flange ft2 0.186 0.186 0.186 0.186 0.186 0.186 0.186 0.221 0.221 0.221 0.221 0.221 0.258Dished End ft2 0.214 0.214 0.214 0.214 0.214 0.214 0.214 0.255 0.255 0.255 0.255 0.255 0.297

Strip, store and refit-Cladding ft2 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.107 0.107 0.107 0.107 0.107 0.124Stiffener Flange ft2 0.130 0.130 0.130 0.130 0.130 0.130 0.130 0.155 0.155 0.155 0.155 0.155 0.180Dished End ft2 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.178 0.178 0.178 0.178 0.178 0.208

Strip, store and refit Cladding;remove and renew Insulation ft2 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.148 0.148 0.148 0.148 0.148 0.173Stiffener Flange ft2 0.181 0.181 0.181 0.181 0.181 0.181 0.181 0.215 0.215 0.215 0.215 0.215 0.250Dished End ft2 0.208 0.208 0.208 0.208 0.208 0.208 0.208 0.247 0.247 0.247 0.247 0.247 0.288

Strip, remove and renew Cladding only ft2 0.081 0.081 0.081 0.081 0.081 0.081 0.081 0.097 0.097 0.097 0.097 0.097 0.113Stiffener Flange ft2 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.140 0.140 0.140 0.140 0.140 0.163Dished End ft2 0.136 0.136 0.136 0.136 0.136 0.136 0.136 0.162 0.162 0.162 0.162 0.162 0.188

Strip, remove and renew Complete Specification ft2 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.138 0.138 0.138 0.138 0.138 0.161Stiffener Flange ft2 0.169 0.169 0.169 0.169 0.169 0.169 0.169 0.200 0.200 0.200 0.200 0.200 0.233Dished End ft2 0.194 0.194 0.194 0.194 0.194 0.194 0.194 0.231 0.231 0.231 0.231 0.231 0.269

4 1/2" 5" 5 1/2" 6" 8" 10"Up to 24 mil Flat Aluzinc or AluminiumInsulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"Unit

221



Stiffener Flange ft2 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.138 0.138 0.138 0.138 0.138 0.161Removable Cover ft2 0.135 0.135 0.135 0.135 0.135 0.135 0.135 0.160 0.160 0.160 0.160 0.160 0.187Dished End ft2 0.134 0.134 0.134 0.134 0.134 0.134 0.134 0.159 0.159 0.159 0.159 0.159 0.185

Extra over for 1 extra layer than specified ft2 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.114 0.114 0.114 0.114 0.114 0.133Stiffener Flange ft2 0.140 0.140 0.140 0.140 0.140 0.140 0.140 0.166 0.166 0.166 0.166 0.166 0.193Removable Cover ft2 0.162 0.162 0.162 0.162 0.162 0.162 0.162 0.192 0.192 0.192 0.192 0.192 0.224Dished End ft2 0.161 0.161 0.161 0.161 0.161 0.161 0.161 0.191 0.191 0.191 0.191 0.191 0.223

Extra over for 2 extra layers than specified ft2 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.133 0.133 0.133 0.133 0.133 0.155Stiffener Flange ft2 0.163 0.163 0.163 0.163 0.163 0.163 0.163 0.193 0.193 0.193 0.193 0.193 0.225Removable Cover ft2 0.189 0.189 0.189 0.189 0.189 0.189 0.189 0.224 0.224 0.224 0.224 0.224 0.261Dished End ft2 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.223 0.223 0.223 0.223 0.223 0.260

Strip and remove to skip-Insulation and Cladding ft2 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.043 0.043 0.043 0.043 0.043 0.050Stiffener Flange ft2 0.052 0.052 0.052 0.052 0.052 0.052 0.052 0.062 0.062 0.062 0.062 0.062 0.072Removable Cover ft2 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.072 0.072 0.072 0.072 0.072 0.084Dished End ft2 0.060 0.060 0.060 0.060 0.060 0.060 0.060 0.072 0.072 0.072 0.072 0.072 0.083

Strip and remove to skip-Cladding only ft2 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.030 0.030 0.030 0.030 0.030 0.035Stiffener Flange ft2 0.037 0.037 0.037 0.037 0.037 0.037 0.037 0.044 0.044 0.044 0.044 0.044 0.051Removable Cover ft2 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.050 0.050 0.050 0.050 0.050 0.059Dished End ft2 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.050 0.050 0.050 0.050 0.050 0.058

Strip and store-Insulation and Cladding ft2 0.052 0.052 0.052 0.052 0.052 0.052 0.052 0.062 0.062 0.062 0.062 0.062 0.072Stiffener Flange ft2 0.076 0.076 0.076 0.076 0.076 0.076 0.076 0.090 0.090 0.090 0.090 0.090 0.105Removable Cover ft2 0.088 0.088 0.088 0.088 0.088 0.088 0.088 0.104 0.104 0.104 0.104 0.104 0.121Dished End ft2 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.103 0.103 0.103 0.103 0.103 0.121

Strip and store-Cladding ft2 0.037 0.037 0.037 0.037 0.037 0.037 0.037 0.043 0.043 0.043 0.043 0.043 0.051Stiffener Flange ft2 0.053 0.053 0.053 0.053 0.053 0.053 0.053 0.063 0.063 0.063 0.063 0.063 0.073Removable Cover ft2 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.073 0.073 0.073 0.073 0.073 0.085Dished End ft2 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.072 0.072 0.072 0.072 0.072 0.084

Strip, store and refit-Insulation and Cladding ft2 0.128 0.128 0.128 0.128 0.128 0.128 0.128 0.152 0.152 0.152 0.152 0.152 0.178Stiffener Flange ft2 0.186 0.186 0.186 0.186 0.186 0.186 0.186 0.221 0.221 0.221 0.221 0.221 0.258Removable Cover ft2 0.216 0.216 0.216 0.216 0.216 0.216 0.216 0.256 0.256 0.256 0.256 0.256 0.298Dished End ft2 0.214 0.214 0.214 0.214 0.214 0.214 0.214 0.255 0.255 0.255 0.255 0.255 0.297

Strip, store and refit-Cladding ft2 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.107 0.107 0.107 0.107 0.107 0.124Stiffener Flange ft2 0.130 0.130 0.130 0.130 0.130 0.130 0.130 0.155 0.155 0.155 0.155 0.155 0.180Removable Cover ft2 0.151 0.151 0.151 0.151 0.151 0.151 0.151 0.179 0.179 0.179 0.179 0.179 0.209Dished End ft2 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.178 0.178 0.178 0.178 0.178 0.208

Strip, store and refit Cladding;remove and renew Insulation ft2 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.148 0.148 0.148 0.148 0.148 0.173Stiffener Flange ft2 0.181 0.181 0.181 0.181 0.181 0.181 0.181 0.215 0.215 0.215 0.215 0.215 0.250Removable Cover ft2 0.210 0.210 0.210 0.210 0.210 0.210 0.210 0.249 0.249 0.249 0.249 0.249 0.290Dished End ft2 0.208 0.208 0.208 0.208 0.208 0.208 0.208 0.247 0.247 0.247 0.247 0.247 0.288

Strip, remove and renew Cladding only ft2 0.081 0.081 0.081 0.081 0.081 0.081 0.081 0.097 0.097 0.097 0.097 0.097 0.113Stiffener Flange ft2 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.140 0.140 0.140 0.140 0.140 0.163Removable Cover ft2 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.162 0.162 0.162 0.162 0.162 0.189Dished End ft2 0.136 0.136 0.136 0.136 0.136 0.136 0.136 0.162 0.162 0.162 0.162 0.162 0.188

Strip, remove and renew Complete Specification ft2 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.138 0.138 0.138 0.138 0.138 0.161Stiffener Flange ft2 0.169 0.169 0.169 0.169 0.169 0.169 0.169 0.200 0.200 0.200 0.200 0.200 0.233Removable Cover ft2 0.196 0.196 0.196 0.196 0.196 0.196 0.196 0.232 0.232 0.232 0.232 0.232 0.270Dished End ft2 0.194 0.194 0.194 0.194 0.194 0.194 0.194 0.231 0.231 0.231 0.231 0.231 0.269

32 mil Flat Aluzinc or Aluminium 4 1/2" 5" 5 1/2" 6" 8" 10"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"Unit

222


Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft2 0.064 0.064 0.064 0.064 0.064 0.064 0.064 0.077 0.077 0.077 0.077 0.077 0.089Extra over for 1 extra layer than specified ft2 0.077 0.077 0.077 0.077 0.077 0.077 0.077 0.092 0.092 0.092 0.092 0.092 0.107Extra over for 2 extra layers than specified ft2 0.089 0.089 0.089 0.089 0.089 0.089 0.089 0.107 0.107 0.107 0.107 0.107 0.125Strip and remove to skip-Insulation and Cladding ft2 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.034 0.034 0.034 0.034 0.034 0.040Strip and remove to skip-Cladding only ft2 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.024 0.024 0.024 0.024 0.024 0.028Strip and store-Insulation and Cladding ft2 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.050 0.050 0.050 0.050 0.050 0.058Strip and store-Cladding ft2 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.035 0.035 0.035 0.035 0.035 0.041Strip, store and refit-Insulation and Cladding ft2 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.122 0.122 0.122 0.122 0.122 0.143Strip, store and refit-Cladding ft2 0.071 0.071 0.071 0.071 0.071 0.071 0.071 0.086 0.086 0.086 0.086 0.086 0.100Strip, store and refit Cladding;remove and renew Insulation ft2 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.119 0.119 0.119 0.119 0.119 0.139Strip, remove and renew Cladding only ft2 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.078 0.078 0.078 0.078 0.078 0.091Strip, remove and renew Complete Specification ft2 0.092 0.092 0.092 0.092 0.092 0.092 0.092 0.111 0.111 0.111 0.111 0.111 0.129

Up to 24 mil Corrugated AluzincInsulation Thickness

Unit 4 1/2" 5" 5 1/2" 6" 8" 10"1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"



Stiffener Flange ft2 0.097 0.097 0.097 0.097 0.097 0.097 0.097 0.116 0.116 0.116 0.116 0.116 0.135Dished End ft2 0.105 0.105 0.105 0.105 0.105 0.105 0.105 0.126 0.126 0.126 0.126 0.126 0.147

Extra over for 1 extra layer than specified ft2 0.105 0.105 0.105 0.105 0.105 0.105 0.105 0.126 0.126 0.126 0.126 0.126 0.147Stiffener Flange ft2 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.139 0.139 0.139 0.139 0.139 0.161Dished End ft2 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.151 0.151 0.151 0.151 0.151 0.176

Extra over for 2 extra layers than specified ft2 0.123 0.123 0.123 0.123 0.123 0.123 0.123 0.147 0.147 0.147 0.147 0.147 0.171Stiffener Flange ft2 0.135 0.135 0.135 0.135 0.135 0.135 0.135 0.162 0.162 0.162 0.162 0.162 0.188Dished End ft2 0.147 0.147 0.147 0.147 0.147 0.147 0.147 0.177 0.177 0.177 0.177 0.177 0.205

Strip and remove to skip-Insulation and Cladding ft2 0.039 0.039 0.039 0.039 0.039 0.039 0.039 0.047 0.047 0.047 0.047 0.047 0.055Stiffener Flange ft2 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.052 0.052 0.052 0.052 0.052 0.061Dished End ft2 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.057 0.057 0.057 0.057 0.057 0.066

Strip, remove and renew Complete Specification ft2 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.152 0.152 0.152 0.152 0.152 0.177Stiffener Flange ft2 0.140 0.140 0.140 0.140 0.140 0.140 0.140 0.168 0.168 0.168 0.168 0.168 0.195Dished End ft2 0.153 0.153 0.153 0.153 0.153 0.153 0.153 0.183 0.183 0.183 0.183 0.183 0.213

Armourset Cement 4 1/2"Unit 5" 5 1/2" 6" 8" 10"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4"

223

Utilising stud welding system on any thickness uptoand including250 mm in any number of layers ft2 0.0170.7 mm Flat Aluzinc or Aluminium Closing Collar ft 0.0270.9 mm Flat Aluzinc or Aluminium Closing Collar ft 0.0270.8 mm Flat Stainless Steel ft 0.027

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WITH

NormUnit

224

L.2.7 Vessels, Tanks, Columns & Equipment Insulated with Polyisocyanurate Slabs/Lags: VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WIT H POLYISOCYANURATE SLABS/LAGS: VAPOUR SEAL (MASTIC AND NO. 10 GLASS CLOTH)


Norm Norm Norm NormNew Complete Specification m2 1.163 1.399 1.636 1.884

Stiffener Flange m2 1.561 1.873 2.196 2.519

Removable Cover m2 1.959 2.347 2.756 3.165

Dished End m2 1.938 2.336 2.734 3.143

Tank Roof m2 1.399 1.679 1.970 2.260

Extra over for 1 extra layer than specified m2 1.399 1.679 1.970 2.260



Dished End m2 2.336 2.799 3.283 3.767

Tank Roof m2 1.679 2.013 2.357 2.713

Extra over for 2 extra layers than specified m2 1.625 1.959 2.293 2.637



Dished End m2 2.723 3.272 3.832 4.402

Tank Roof m2 1.959 2.347 2.756 3.165

Strip and remove to skip-Insulation and Coverings m2 0.527 0.624 0.743 0.850



Dished End m2 0.872 1.055 1.227 1.410

Tank Roof m2 0.624 0.753 0.883 1.012

Strip, remove and renew Complete Specification m2 1.690 2.024 2.379 2.734



Dished End m2 2.820 3.380 3.972 4.553

Tank Roof m2 2.024 2.433 2.852 3.272





225

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WIT H POLYISOCYANURATE SLABS/LAGS: VAPOUR SEAL (MASTIC AND NO. 10 GLASS CLOTH)

Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm Norm NormNew Complete Specification ft2 0.108 0.108 0.108 0.130 0.130 0.130 0.130 0.152 0.152 0.152 0.152 0.175

Stiffener Flange ft2 0.145 0.145 0.145 0.174 0.174 0.174 0.174 0.204 0.204 0.204 0.204 0.234

Removable Cover ft2 0.180 0.180 0.180 0.217 0.217 0.217 0.217 0.254 0.254 0.254 0.254 0.292

Dished End ft2 0.130 0.130 0.130 0.156 0.156 0.156 0.156 0.183 0.183 0.183 0.183 0.210

Extra over for 1 extra layer than specified ft2 0.130 0.130 0.130 0.156 0.156 0.156 0.156 0.183 0.183 0.183 0.183 0.210



Dished End ft2 0.156 0.156 0.156 0.187 0.187 0.187 0.187 0.219 0.219 0.219 0.219 0.252

Extra over for 2 extra layers than specified ft2 0.151 0.151 0.151 0.182 0.182 0.182 0.182 0.213 0.213 0.213 0.213 0.245



Dished End ft2 0.182 0.182 0.182 0.218 0.218 0.218 0.218 0.256 0.256 0.256 0.256 0.294

Strip and remove to skip-Insulation and Coverings ft2 0.049 0.049 0.049 0.058 0.058 0.078 0.058 0.069 0.069 0.069 0.069 0.079



Dished End ft2 0.058 0.058 0.058 0.070 0.070 0.094 0.070 0.082 0.082 0.082 0.082 0.094

Strip, remove and renew Complete Specification ft2 0.157 0.157 0.157 0.188 0.188 0.252 0.188 0.221 0.221 0.221 0.221 0.254



Dished End ft2 0.188 0.188 0.188 0.226 0.226 0.303 0.226 0.265 0.265 0.265 0.265 0.304

7" 8"Insulation Thickness

4" 5" 5 1/2" 6"3 1/2"UnitUp to 24 mil Flat Aluzinc or Aluminium 2 1/2" 3"1" 1 1/2" 2"

226





Dished End ft2 0.180 0.180 0.180 0.217 0.217 0.217 0.217 0.254 0.254 0.254 0.254 0.292

Tank Roof ft2 0.130 0.130 0.130 0.156 0.156 0.156 0.156 0.183 0.183 0.183 0.183 0.210




Dished End ft2 0.217 0.217 0.217 0.260 0.260 0.260 0.260 0.305 0.305 0.305 0.305 0.350

Tank Roof ft2 0.156 0.156 0.156 0.187 0.187 0.187 0.187 0.219 0.219 0.219 0.219 0.252




Dished End ft2 0.253 0.253 0.253 0.304 0.304 0.304 0.304 0.356 0.356 0.356 0.356 0.409

Tank Roof ft2 0.182 0.182 0.182 0.218 0.218 0.218 0.218 0.256 0.256 0.256 0.256 0.294




Dished End ft2 0.081 0.081 0.081 0.098 0.098 0.098 0.098 0.114 0.114 0.114 0.114 0.131

Tank Roof ft2 0.058 0.058 0.058 0.070 0.070 0.070 0.070 0.082 0.082 0.082 0.082 0.094




Dished End ft2 0.262 0.262 0.262 0.314 0.314 0.314 0.314 0.369 0.369 0.369 0.369 0.423

Tank Roof ft2 0.188 0.188 0.188 0.226 0.226 0.226 0.226 0.265 0.265 0.265 0.265 0.304

4" 5" 5 1/2" 6" 7" 8"Insulation Thickness

Unit32 mil Flat Aluzinc or Aluminium 1" 1 1/2" 2" 2 1/2" 3" 3 1/2"

227


Up to 0.7mm Corrugated Aluzinc or Aluminium Unit

Norm Norm Norm NormNew Complete Specification m2 1.023 1.776 1.507 1.755

Extra over for 1 extra layer than specified m2 1.227 2.131 1.808 2.099

Extra over for 2 extra layers than specified m2 1.432 2.486 2.110 2.454

Strip and remove to skip-Insulation and Coverings m2 0.463 0.797 0.678 0.786

Strip, remove and renew Complete Specification m2 1.485 2.573 2.185 2.540











4" 5" 5 1/2" 6"Up to 24 mil Corrugated Aluzinc or Aluminium Unit 7" 8"Insulation Thickness

1" 1 1/2" 2" 2 1/2" 3" 3 1/2"

m2 0.183Closing Collar (up to 0.9mm flat Alu. or SS) m 0.089

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WIT H POLYISOCYANURATE SLABS/LAGS, VAPOUR SEAL (MASTIC AN D NO. 10 GLASS CLOTH)

General Norm

Utilising stud welding system on any thickness up to and including

228

0.7 mm Flat Aluzinc or Aluminium Closing Collar ft 0.027

0.9 mm Flat Aluzinc or Aluminium Closing Collar ft 0.027

0.8 mm Flat Stainless Steel ft 0.027

Utilising stud welding system on any thickness up to and including 250 mm in any number of layers

General Unit Norm

VESSELS, TANKS, COLUMNS AND EQUIPMENT INSULATED WI TH POLYISOCYANURATE SLABS/LAGS: VAPOUR SEAL (MASTIC AN D NO. 10 GLASS CLOTH)

MaterialMaterial Factor

Base = Preformed Section Norms - Mineral Wool:Cellular Glass Preformed Section 0.400Calcium Silicate Preformed Section 0.050Perlite Preformed Section 0.050

Base = all Alu. Cladded specifications:Stainless Steel Cladded Calcium Silicate Preformed Section 0.145Stainless Steel Cladded Perlite Preformed Section 0.145Stainless Steel Cladded other specifications 0.093

229

M.1 Painting Norms

M.2.1 Grit blast of new & existing surfaces

Unit Norm Norm

girth over 300 m2 0.250 0.500isolated surfaces; girth up to 300 m 0.083 0.167

isolated areas; up to 0.50m2 Nr 0.250 0.500



up to 50 diameter m 0.120 0.24080 diameter m 0.140 0.280100 diameter m 0.160 0.320150 diameter m 0.220 0.440200 diameter m 0.280 0.560250 diameter m 0.340 0.680300 diameter m 0.400 0.800350 diameter m 0.450 0.900400 diameter m 0.500 1.000450 diameter m 0.550 1.100500 diameter m 0.600 1.200600 diameter m 0.700 1.400750 diameter m 0.850 1.700900 diameter m 1.000 2.0001100 diameter m 1.197 2.3941200 diameter m 1.276 2.5521350 diameter m 1.404 2.8071500 diameter m 1.525 3.049

80 diameter m 0.140 0.280100 diameter m 0.160 0.320150 diameter m 0.220 0.440200 diameter m 0.280 0.560250 diameter m 0.340 0.680300 diameter m 0.400 0.800350 diameter m 0.450 0.900400 diameter m 0.500 1.000450 diameter m 0.550 1.100500 diameter m 0.600 1.200600 diameter m 0.700 1.400750 diameter m 0.850 1.700900 diameter m 1.000 2.0001100 diameter m 1.197 2.3941200 diameter m 1.276 2.5521350 diameter m 1.404 2.8071500 diameter m 1.525 3.049

sides, internally m2 0.134 0.268sides, externally m2 0.134 0.268roofs, top m2 0.134 0.268roofs, underside m2 0.134 0.268floors, m2 0.134 0.268

general surfaces; externally m2 0.250 0.500general surfaces; internally m2 0.250 0.500

Extra over pipework for valves:

Tanks

Vessels

Grit blast to new and existing surfaces

SA 2 SA 2 1/2

Structural metalwork; members of roof trusses etc

Structural metalwork; general surfaces

Services; pipes including flanges

230

M.2.2 Grit blast to new & existing surfaces (includ ing remedials)

Unit Norm Norm

General Surfaces m2 0.525 1.050

up to 50 diameter m 0.180 0.36080 diameter m 0.210 0.420100 diameter m 0.240 0.480150 diameter m 0.330 0.660200 diameter m 0.420 0.840250 diameter m 0.510 1.020300 diameter m 0.600 1.200350 diameter m 0.675 1.350400 diameter m 0.750 1.500450 diameter m 0.825 1.650500 diameter m 0.900 1.800600 diameter m 1.050 2.100750 diameter m 1.275 2.550900 diameter m 1.500 3.0001100 diameter m 1.796 3.5911200 diameter m 1.914 3.8281350 diameter m 2.106 4.2111500 diameter m 2.288 4.574

80 diameter m 0.210 0.420100 diameter m 0.240 0.480150 diameter m 0.330 0.660200 diameter m 0.420 0.840250 diameter m 0.510 1.020300 diameter m 0.600 1.200350 diameter m 0.675 1.350400 diameter m 0.750 1.500450 diameter m 0.825 1.650500 diameter m 0.900 1.800600 diameter m 1.050 2.100750 diameter m 1.275 2.550900 diameter m 1.500 3.0001100 diameter m 1.796 3.5911200 diameter m 1.914 3.8281350 diameter m 2.106 4.2111500 diameter m 2.288 4.574

General Surfaces m2 0.201 0.401

general surfaces; externally m2 0.375 0.750

Tanks

Vessels

Grit blast to new and existing surfaces (including Remedials)

SA 2 SA 2 1/2




231

M.2.3 Wet blast to existing surfaces

Unit Norm Norm





up to 50 diameter m 0.160 0.32080 diameter m 0.187 0.373100 diameter m 0.213 0.427150 diameter m 0.293 0.587200 diameter m 0.373 0.747250 diameter m 0.453 0.907300 diameter m 0.533 1.067350 diameter m 0.600 1.200400 diameter m 0.667 1.333450 diameter m 0.733 1.467500 diameter m 0.800 1.600600 diameter m 0.933 1.867750 diameter m 1.133 2.267900 diameter m 1.333 2.6671100 diameter m1200 diameter m1350 diameter m1500 diameter m

80 diameter m 0.187 0.373100 diameter m 0.213 0.427150 diameter m 0.293 0.587200 diameter m 0.373 0.747250 diameter m 0.453 0.907300 diameter m 0.533 1.067350 diameter m 0.600 1.200400 diameter m 0.667 1.333450 diameter m 0.733 1.467500 diameter m 0.800 1.600600 diameter m 0.933 1.867750 diameter m 1.133 2.267900 diameter m 1.333 2.6671100 diameter m1200 diameter m1350 diameter m1500 diameter m

sides, internally m2 0.178 0.357sides, externally m2 0.178 0.357roofs, top m2 0.178 0.357roofs, underside m2 0.178 0.357floors, m2 0.178 0.357

general surfaces; externally m2 0.333 0.667general surfaces; internally m2 0.333 0.667


Tanks

Vessels

Wet blast to existing surfaces

SA 2 SA 2 1/2




232

M.2.4 Hand Preparation Hand preparation

ST 2 ST 3

Unit Norm Norm Norm Norm Norm Norm

girth over 300 m2 0.037 0.050 0.075 0.092 0.144 0.292isolated surfaces; girth up to 300 m 0.012 0.017 0.025 0.031 0.048 0.097

isolated areas; up to 0.50m2 Nr 0.037 0.050 0.075 0.092 0.144 0.292

girth over 300 m2 0.059 0.080 0.120 0.147 0.230 0.467isolated surfaces; girth up to 300 m 0.020 0.027 0.040 0.049 0.077 0.156

isolated areas; up to 0.50m2 Nr 0.059 0.080 0.120 0.147 0.230 0.467

up to 50 diameter m 0.018 0.024 0.036 0.044 0.069 0.14080 diameter m 0.021 0.028 0.042 0.052 0.081 0.164100 diameter m 0.024 0.032 0.048 0.059 0.092 0.187150 diameter m 0.033 0.044 0.066 0.081 0.127 0.257200 diameter m 0.041 0.056 0.084 0.103 0.161 0.327250 diameter m 0.050 0.068 0.102 0.125 0.196 0.397300 diameter m 0.059 0.080 0.120 0.147 0.230 0.467350 diameter m 0.067 0.090 0.135 0.166 0.259 0.526400 diameter m 0.074 0.100 0.150 0.184 0.288 0.584450 diameter m 0.081 0.110 0.165 0.202 0.317 0.642500 diameter m 0.089 0.120 0.180 0.221 0.346 0.701600 diameter m 0.104 0.140 0.210 0.258 0.403 0.818750 diameter m 0.126 0.170 0.255 0.313 0.490 0.993900 diameter m 0.148 0.200 0.300 0.368 0.576 1.1681100 diameter m 0.177 0.239 0.359 0.441 0.690 1.3981200 diameter m 0.189 0.255 0.383 0.470 0.735 1.4911350 diameter m 0.208 0.281 0.421 0.517 0.809 1.6401500 diameter m 0.226 0.305 0.457 0.561 0.878 1.781

80 diameter m 0.021 0.028 0.042 0.052 0.081 0.164100 diameter m 0.024 0.032 0.048 0.059 0.092 0.187150 diameter m 0.033 0.044 0.066 0.081 0.127 0.257200 diameter m 0.041 0.056 0.084 0.103 0.161 0.327250 diameter m 0.050 0.068 0.102 0.125 0.196 0.397300 diameter m 0.059 0.080 0.120 0.147 0.230 0.467350 diameter m 0.067 0.090 0.135 0.166 0.259 0.526400 diameter m 0.074 0.100 0.150 0.184 0.288 0.584450 diameter m 0.081 0.110 0.165 0.202 0.317 0.642500 diameter m 0.089 0.120 0.180 0.221 0.346 0.701600 diameter m 0.104 0.140 0.210 0.258 0.403 0.818750 diameter m 0.126 0.170 0.255 0.313 0.490 0.993900 diameter m 0.148 0.200 0.300 0.368 0.576 1.1681100 diameter m 0.177 0.239 0.359 0.441 0.690 1.3981200 diameter m 0.189 0.255 0.383 0.470 0.735 1.4911350 diameter m 0.208 0.281 0.421 0.517 0.809 1.6401500 diameter m 0.226 0.305 0.457 0.561 0.878 1.781

sides, internally m2 0.020 0.027 0.040 0.049 0.077 0.156sides, externally m2 0.020 0.027 0.040 0.049 0.077 0.156roofs, top m2 0.020 0.027 0.040 0.049 0.077 0.156roofs, underside m2 0.020 0.027 0.040 0.049 0.077 0.156floors, m2 0.020 0.027 0.040 0.049 0.077 0.156

general surfaces; externally m2 0.037 0.050 0.075 0.092 0.144 0.292general surfaces; internally m2 0.037 0.050 0.075 0.092 0.144 0.292

general surfaces m2 0.093 0.125 0.188 0.230 0.360 0.730Pumps, motors and the like





Tanks

Vessels

Class 1 Surfaces

Class 1 Surfaces

Class 2 Surfaces

Class 3 Surfaces

Class 2 Surfaces

Class 3 Surfaces

233

M.2.5 Work Insitu on site to new & existing surface s – Application by brush or roller

Work insitu on site to new and existing surfaces - Application by brush or roller

Unit Norm/Coat Norm/Coat Norm/Coat

General Surfaces Girth over 300 m2 0.080 0.164 0.245Isolated Surfaces-Girth up to 300 m 0.024 0.049 0.074Isolated Areas-up to 0.50m2 Nr 0.080 0.164 0.245

Structural Metalwork-General Surfaces Girth over 300 m2 0.066 0.136 0.205Isolated Surfaces-Girth up to 300 m 0.022 0.045 0.068Isolated Areas-up to 0.50m2 Nr 0.066 0.136 0.205

Structural Metalwork-Members of Roof Trusses etc.Girth over 300 m2 0.106 0.218 0.327Isolated Surfaces-Girth up to 300 m 0.035 0.073 0.109Isolated Areas-up to 0.50m2 Nr 0.106 0.218 0.327

Services-Excluding PipesGirth over 300 m2 0.133 0.273 0.409Isolated Surfaces-Girth up to 300 m 0.044 0.091 0.136Isolated Areas-up to 0.50m2 Nr 0.133 0.273 0.409

Services-Pipes including FlangesUp to 50 diameter m 0.032 0.065 0.09880 diameter m 0.037 0.076 0.115100 diameter m 0.043 0.087 0.131150 diameter m 0.058 0.120 0.180200 diameter m 0.074 0.153 0.229250 diameter m 0.090 0.185 0.278300 diameter m 0.106 0.218 0.327350 diameter m 0.120 0.245 0.368400 diameter m 0.133 0.273 0.409450 diameter m 0.146 0.300 0.450500 diameter m 0.159 0.327 0.491600 diameter m 0.186 0.382 0.573750 diameter m 0.226 0.464 0.695900 diameter m 0.266 0.545 0.8181100 diameter m 0.318 0.652 0.9791200 diameter m 0.339 0.695 1.0441350 diameter m 0.373 0.765 1.1481500 diameter m 0.406 0.831 1.247

Extra over pipework for valves:80 diameter m 0.037 0.076 0.115100 diameter m 0.043 0.087 0.131150 diameter m 0.058 0.120 0.180200 diameter m 0.074 0.153 0.229250 diameter m 0.090 0.185 0.278300 diameter m 0.106 0.218 0.327350 diameter m 0.120 0.245 0.368400 diameter m 0.133 0.273 0.409450 diameter m 0.146 0.300 0.450500 diameter m 0.159 0.327 0.491600 diameter m 0.186 0.382 0.573750 diameter m 0.226 0.464 0.695900 diameter m 0.266 0.545 0.8181100 diameter m 0.318 0.652 0.9791200 diameter m 0.339 0.695 1.0441350 diameter m 0.373 0.765 1.1481500 diameter m 0.406 0.831 1.247

TanksSides-Externally m2 0.036 0.073 0.109Roofs-Top m2 0.036 0.073 0.109

VesselsGeneral Surfaces-Externally m2 0.066 0.136 0.205

Pumps, Motors and the likeGeneral Surfaces m2 0.166 0.341 0.511

SpheresGeneral Surfaces Externally m2 0.036 0.073 0.109

General Coatings High Build CoatingsUp to 125 Microns

DFT>126 upto

250 microns>251 upto

500 microns

234

M.2.6 Work on site or in a dedicated painting facil ity – Spray application

Work on site or in a dedicated painting facility - Spray application

Norm/Coat

General Surfaces Girth over 300 m2 0.040Isolated Surfaces-Girth up to 300 m 0.012Isolated Areas-up to 0.50m2 Nr 0.040

Structural Metalwork-General Surfaces Girth over 300 m2 0.033Isolated Surfaces-Girth up to 300 m 0.011Isolated Areas-up to 0.50m2 Nr 0.033

Structural Metalwork-Members of Roof Trusses etc.Girth over 300 m2 0.053Isolated Surfaces-Girth up to 300 m 0.018Isolated Areas-up to 0.50m2 Nr 0.053

Services-Excluding PipesGirth over 300 m2 0.066Isolated Surfaces-Girth up to 300 m 0.022Isolated Areas-up to 0.50m2 Nr 0.066

Services-Pipes including FlangesUp to 50 diameter m 0.01680 diameter m 0.019100 diameter m 0.021150 diameter m 0.029200 diameter m 0.037250 diameter m 0.045300 diameter m 0.053350 diameter m 0.060400 diameter m 0.066450 diameter m 0.073500 diameter m 0.080600 diameter m 0.093750 diameter m 0.113900 diameter m 0.1331100 diameter m 0.1591200 diameter m 0.1701350 diameter m 0.1871500 diameter m 0.203

Extra over pipework for valves:80 diameter m 0.019100 diameter m 0.021150 diameter m 0.029200 diameter m 0.037250 diameter m 0.045300 diameter m 0.053350 diameter m 0.060400 diameter m 0.066450 diameter m 0.073500 diameter m 0.080600 diameter m 0.093750 diameter m 0.113900 diameter m 0.1331100 diameter m 0.1591200 diameter m 0.1701350 diameter m 0.1871500 diameter m 0.203

TanksSides-Externally m2 0.018Roofs-Top m2 0.018

VesselsGeneral Surfaces-Externally m2 0.033

Pumps, Motors and the likeGeneral Surfaces m2 0.083

SpheresGeneral Surfaces Externally m2 0.018

General Up to 500 Microns

DFT

235

M.2.7 Work on site or in dedicated painting facilit y – Spray application (incl. remedials)

Norm/Coat

General Surfaces General Surfaces - Externally m2 0.094

Services-Excluding PipesGeneral Surfaces - Externally m2 0.134

Services-Pipes including FlangesUp to 50 diameter m 0.03280 diameter m 0.037100 diameter m 0.043150 diameter m 0.058200 diameter m 0.074250 diameter m 0.090300 diameter m 0.106350 diameter m 0.120400 diameter m 0.133450 diameter m 0.146500 diameter m 0.159600 diameter m 0.186750 diameter m 0.226900 diameter m 0.2661100 diameter m 0.3181200 diameter m 0.3391350 diameter m 0.3731500 diameter m 0.406

Extra over pipework for valves:80 diameter m 0.037100 diameter m 0.043150 diameter m 0.058200 diameter m 0.074250 diameter m 0.090300 diameter m 0.106350 diameter m 0.120400 diameter m 0.133450 diameter m 0.146500 diameter m 0.159600 diameter m 0.186750 diameter m 0.226900 diameter m 0.2661100 diameter m 0.3181200 diameter m 0.3391350 diameter m 0.3731500 diameter m 0.406

TanksGeneral Surfaces - Externally m2 0.036

VesselsGeneral Surfaces-Externally m2 0.066

Pumps, Motors and the likeGeneral Surfaces-Externally m2 0.166

SpheresGeneral Surfaces Externally m2 0.036

General CoatingsUp to 500 Microns

DFT

Work on site or in a dedicated painting facility - Spray application (including Remedials)

236

O.1 Cleaning Norms

O.2.1 Vessels & Column Cleaning

Vessel Cleaning

Item Unit Low Medium High

Brushing of shell seams m 0.03 0.05 0.75

Brushing of Nozzle Seams, Cleaning of Nozzles No. 0.03 0.05 0.75

Cleaning of Shell Surface m² 0.09 0.15 0.23

Vessel

Fouling Level

Column Cleaning

Item Unit

Hrs Hrs Hrs

Brushing of shell seams m 0.04 0.06 0.08

Brushing of Support Ring Seams m 0.04 0.06 0.08

Brushing of Clamp Strip Seams m 0.04 0.06 0.08

Brushing of Nozzle Seams, Cleaning of Nozzles No. 0.04 0.06 0.08

Cleaning of Shell Surface m² 0.13 0.18 0.23

Cleaning of Column Tray Surface Area m² 0.17 0.24 0.30

Cleaning of Runoff Plates m² 0.09 0.12 0.15

Cleaning of Anti-Flow Plates No. 0.28 0.40 0.50

Low Medium High

Columns

Fouling Level

237

Vessel / Column Cleaning

Item Unit Hrs

Cleaning of Demisters No. 0.50

Washing of Fillers m³ 5.00

Cleaning of Partition Walls No. 1.00

Cleaning of Filters / Small Vessels No. 0.50

Cleaning of Filter Inserts, Straines, etc. No. 0.15

General

All Fouling Levels

238

O.2.2 Tank Cleaning - Removal of content: pumpable liquid/sludge

Description Unit Hrs Hrs Hrs

Removal of residual product (free liquid)

Tanks 0 to <15m (0' to <50') m3 0.22 0.31 0.40

Tanks 15 to <30m (50' to <100') m3 0.22 0.31 0.40

Tanks 30 to <45m (100' to <150') m3 0.22 0.31 0.40

Removal of pumpable sludge - without Steam Coils

Tanks 0 to <15m (0' to <50') m3 0.88 1.10 1.32

Tanks 15 to <30m (50' to <100') m3 0.88 1.10 1.32

Tanks 30 to <45m (100' to <150') m3 0.88 1.10 1.32

Removal of pumpable sludge - with Steam Coils

Tanks 0 to <15m (0' to <50') m3 1.10 1.32 1.54

Tanks 15 to <30m (50' to <100') m3 1.10 1.32 1.54

Tanks 30 to <45m (100' to <150') m3 1.10 1.32 1.54

FOULING LEVEL

HighMediumLow

239

O.2.3 Tank Cleaning - Removal of content: non-pumpa ble liquid/sludge

All Types

Description Unit Hrs

Removal of non-pumpable sludge - no Steam Coils

Tanks 0 to <15m (0' to <50') m3 5.97

Tanks 15 to <30m (50' to <100') m3 5.97

Tanks 30 to <45m (100' to <150') m3 5.97

Removal of non-pumpable sludge - with Steam Coils

Tanks 0 to <15m (0' to <50') m3 7.18

Tanks 15 to <30m (50' to <100') m3 7.18

Tanks 30 to <45m (100' to <150') m3 8.36

FOULING LEVEL

240

O.2.4 Tank Cleaning - washing

Description Unit Hrs Hrs Hrs

Hydroblast tank interior (walls, roof, floor, etc)

Any size tank - no Steam Coils m2 0.07 0.08 0.08

Any size tank - with Steam Coils m2 0.07 0.08 0.08

Water wash tank interior (walls, roof, floor, etc)

Tanks 0 to <15m (0' to <50') No. 32.50 32.50 32.50

Tanks 15 to <30m (50' to <100') No. 50.00 50.00 50.00

Tanks 30 to <45m (100' to <150') No. 75.00 75.00 75.00

Water wash tank interior post-hydrotest

Tanks 0 to <15m (0' to <50') No. 20.00 20.00 20.00

Tanks 15 to <30m (50' to <100') No. 37.50 37.50 37.50

Tanks 30 to <45m (100' to <150') No. 50.00 50.00 50.00

FOULING LEVEL

Low Medium High

241

O.2.5 Hydro-cutting tank shell

Description Unit Hrs

n.e. 6mm (1/4") Wall Thickness m 1.64

Over 6mm (1/4") n.e. 12mm (1/2") Wall Thickness m 2.08

Over 12mm (1/2") n.e. 20mm (3/4") Wall Thickness m 2.85

Carbon Steel

O.2.6 Pipework Cleaning

Fouling Level Scrapping Operational Inspection

NB in inches Hrs per m Hrs per m Hrs per m

3" & under 0.19 0.25 0.37

Over 3" n.e. 6" 0.28 0.37 0.56

Over 6" n.e. 10" 0.38 0.51 0.76

Over 10" n.e. 16" 0.43 0.57 0.86

18" 0.48 0.64 0.96

Over 18" n.e. 24" 0.53 0.70 1.05

Over 24" n.e. 28" 0.62 0.83 1.24

Over 28" n.e. 32" 0.72 0.96 1.44

CLEAN in DESIGNATED AREA

242

O.2.7 Floating Head & “U” Tube Exchangers - Bundle Only - Tube Side Only (Int.)

Cleanliness Level

No of Tubes Unit Hrs per bundle Hrs per bundle Hrs per bundle

1-50 No. 0.56 0.70 0.91

51-100 No. 1.05 1.40 1.75

101-200 No. 2.10 2.80 3.50

201-400 No. 4.20 5.60 7.00

401-600 No. 6.30 8.40 10.50

601-800 No. 8.40 11.20 14.00

801-1000 No. 10.50 14.00 17.50

1001-1200 No. 12.60 16.80 21.00

1201-1400 No. 14.70 19.60 24.50

1401-1600 No. 16.80 22.40 28.00

1601-1800 No. 18.90 25.20 31.50

1801-2000 No. 21.00 28.00 35.00

2001-2200 No. 23.10 30.80 38.50

2201-2400 No. 25.20 33.60 42.00


Tube length n.e. 3.66m (12')

Scrapping Operational Inspection (10% Iris)

243

Cleanliness Level


1-50 No. 0.63 0.91 1.12

51-100 No. 1.33 1.75 2.24

101-200 No. 2.59 3.50 4.41

201-400 No. 5.25 7.00 9.10

401-600 No. 7.70 10.50 13.30

601-800 No. 10.50 14.00 17.50

801-1000 No. 13.30 17.50 22.40

1001-1200 No. 15.40 21.00 26.60

1201-1400 No. 18.20 24.50 30.80

1401-1600 No. 21.00 28.00 35.70

1601-1800 No. 23.80 31.50 39.90

1801-2000 No. 25.90 35.00 44.10

2001-2200 No. 28.49 38.50 48.51

2201-2400 No. 31.08 42.00 52.92


Tube length over 3.66m (12') n.e. 4.88m (16')


244

Cleanliness Level


1-50 No. 0.77 1.05 1.33

51-100 No. 1.54 2.10 2.66

101-200 No. 3.15 4.20 5.39

201-400 No. 6.23 8.40 10.50

401-600 No. 9.10 12.60 16.10

601-800 No. 12.60 16.80 21.70

801-1000 No. 15.40 21.00 26.60

1001-1200 No. 18.90 25.20 32.20

1201-1400 No. 22.05 29.40 37.80

1401-1600 No. 25.20 33.60 42.70

1601-1800 No. 28.00 37.80 48.30

1801-2000 No. 31.50 42.00 53.90

2001-2200 No. 34.65 46.20 59.29

2201-2400 No. 37.80 50.40 64.68




245

O.2.8 Floating Head & “U” Tube Exchangers - Bundle Only - Shell Side Only (Ext.)

Cleanliness Level


1-50 No. 0.28 0.35 0.46

51-100 No. 0.53 0.70 0.88

101-200 No. 1.05 1.40 1.75

201-400 No. 2.10 2.80 3.50

401-600 No. 3.15 4.20 5.25

601-800 No. 4.20 5.60 7.00

801-1000 No. 5.25 7.00 8.75

1001-1200 No. 6.30 8.40 10.50

1201-1400 No. 7.35 9.80 12.25

1401-1600 No. 8.40 11.20 14.00

1601-1800 No. 9.45 12.60 15.75

1801-2000 No. 10.50 14.00 17.50

2001-2200 No. 11.55 15.40 19.25

2201-2400 No. 12.60 16.80 21.00




246

Cleanliness Level


1-50 No. 0.32 0.46 0.56

51-100 No. 0.67 0.88 1.12

101-200 No. 1.30 1.75 2.21

201-400 No. 2.63 3.50 4.55

401-600 No. 3.85 5.25 6.65

601-800 No. 5.25 7.00 8.75

801-1000 No. 6.65 8.75 11.20

1001-1200 No. 7.70 10.50 13.30

1201-1400 No. 9.10 12.25 15.40

1401-1600 No. 10.50 14.00 17.85

1601-1800 No. 11.90 15.75 19.95

1801-2000 No. 12.95 17.50 22.05

2001-2200 No. 14.25 19.25 24.26

2201-2400 No. 15.54 21.00 26.46




247

Cleanliness Level


1-50 No. 0.39 0.53 0.67

51-100 No. 0.77 1.05 1.33

101-200 No. 1.58 2.10 2.70

201-400 No. 3.12 4.20 5.25

401-600 No. 4.55 6.30 8.05

601-800 No. 6.30 8.40 10.85

801-1000 No. 7.70 10.50 13.30

1001-1200 No. 9.45 12.60 16.10

1201-1400 No. 11.03 14.70 18.90

1401-1600 No. 12.60 16.80 21.35

1601-1800 No. 14.00 18.90 24.15

1801-2000 No. 15.75 21.00 26.95

2001-2200 No. 17.33 23.10 29.65

2201-2400 No. 18.90 25.20 32.34




248

O.2.9 Floating Head & “U” Tube Exchangers - Shell

Exchanger Head Assembly

Cleanliness Level

Diameter Unit Hrs per Head Hrs per Head Hrs per Head

<500mm No. 0.47 0.63 0.79

501-1000mm No. 0.58 0.78 0.98

1001-1500mm No. 0.93 1.25 1.58

1501-2000mm No. 1.15 1.56 1.97

>2001mm No. 1.27 1.72 2.17

Exchanger Bodies

Cleanliness Level

Diameter Unit Hrs per Body Hrs per Body Hrs per Body

<500mm No. 3.89 5.25 6.62

501-1000mm No. 4.44 6.00 7.56

1001-1500mm No. 5.55 7.50 9.45

1501-2000mm No. 6.48 8.75 11.03

>2001mm No. 7.03 9.50 11.97





249

O.2.10 Fixed Tubesheet Exchangers

Tube Side Only (internal) - including both tubeshee ts and end covers

Cleanliness Level


1-50 No. 0.88 1.05 1.23

51-100 No. 1.40 1.75 2.10

101-200 No. 2.45 3.15 3.85

201-400 No. 4.55 5.95 7.35

401-600 No. 6.65 8.75 10.85

601-800 No. 8.75 11.55 14.35

801-1000 No. 10.85 14.35 17.85

1001-1200 No. 13.30 17.50 21.70

1201-1400 No. 15.40 20.30 25.20

1401-1600 No. 17.50 23.10 28.70

1601-1800 No. 19.60 25.90 32.20

1801-2000 No. 21.70 28.70 35.70

2001-2200 No. 23.87 31.57 39.27

2201-2400 No. 26.04 34.44 42.84



Inspection (10% Iris)

OperationalScrapping

250


Cleanliness Level


1-50 No. 1.00 1.23 1.46

51-100 No. 1.91 2.10 2.57

101-200 No. 2.96 3.85 4.78

201-400 No. 5.58 7.35 9.24

401-600 No. 8.19 10.85 13.65

601-800 No. 10.78 14.35 18.06

801-1000 No. 13.44 17.85 22.54

1001-1200 No. 16.38 21.70 27.30

1201-1400 No. 18.97 25.20 31.71

1401-1600 No. 21.63 28.70 36.19

1601-1800 No. 24.22 32.20 40.60

1801-2000 No. 26.81 35.70 45.01

2001-2200 No. 29.49 39.27 49.51

2201-2400 No. 32.17 42.84 54.01



Inspection (10% Iris)

OperationalScrapping

251


Cleanliness Level


1-50 No. 1.13 1.40 1.69

51-100 No. 1.91 2.45 3.03

101-200 No. 3.48 4.55 5.72

201-400 No. 6.60 8.75 11.06

401-600 No. 9.73 12.95 16.45

601-800 No. 12.88 17.15 21.84

801-1000 No. 15.96 21.35 27.16

1001-1200 No. 19.46 25.90 32.90

1201-1400 No. 22.61 30.10 38.29

1401-1600 No. 25.69 34.30 43.61

1601-1800 No. 28.84 38.50 49.00

1801-2000 No. 31.99 42.70 54.39

2001-2200 No. 35.19 46.97 59.83

2201-2400 No. 38.39 51.24 65.27




252

O.2.11 Air Fin Coolers Tube Side Only (internal) - including both tubesheets and covers

Inspection Level

No of Tubes Unit Hrs per bundle m Hrs per bundle m Hrs per bundle m

1-50 m 0.20 0.20 0.26

51-100 m 0.29 0.39 0.49

101-200 m 0.61 0.77 1.01

201-300 m 0.91 1.19 1.47

301-400 m 1.19 1.56 1.93

401-500 m 1.47 1.93 2.48

501-600 m 1.75 2.30 2.94

601-700 m 2.11 2.66 3.40

701-800 m 2.39 3.12 3.95

801-1000 m 2.94 3.86 4.87

External Surface

Plan Area Unit Hrs per Cooler

< 5m2 No. 6.35

over 5 n.e. 10m2 No. 11.69

over 10 n.e. 15m2 No. 20.30

over 15 n.e. 25m2 No. 27.15


CLEAN in DESIGNATED

Scrapping Operational 10% Iris

253

P.1 Tankage Norms

P.2.1 Cone Roofs & Internal/External Floating Roofs

P.2.1.1 Demolition Work

51.151.1.1 Demolition Work Demolition Work51.1.11 Cone Roof Removal Cone Roof Removal51.1.11a Tanks less than or equal to 50' in diameter SF 0.0851 Tanks less than or equal to 15m in diameter SM 0.915951.1.11b Tanks 51' - 90' in diameter SF 0.0709 Tanks 15m - 30m in diameter SM 0.7632

51.1.11c Tanks 91' - 125' in diameter SF 0.0567 Tanks 30m - 40m in diameter SM 0.6104

51.1.11d Tanks 126' - 160' in diameter SF 0.0425 Tanks 40m - 50m in diameter SM 0.4575

51.1.11e Tanks 160' - 190' in diameter SF 0.0370 Tanks 50m - 60m in diameter SM 0.3983

51.1.11f Tanks 191' - 220' in diameter SF 0.0315 Tanks 60m - 70m in diameter SM 0.3391

51.1.11g Tanks greater than 221' in diameter SF 0.0284 Tanks greater than 70m in diameter SM 0.3056

51.1.12 Pontoon Roof Removal - Single Deck Pontoon Roof Removal - Single Deck51.1.12a Tanks less than or equal to 50' in diameter SF 0.1063 Tanks less than or equal to 15m in diameter SM 1.144151.1.12b Tanks 51' - 90' in diameter SF 0.0921 Tanks 15m - 30m in diameter SM 0.9914






51.1.13 Pontoon Roof Removal - Double Deck Pontoon Roof Removal - Double Deck51.1.13a Tanks less than or equal to 50' in diameter SF 0.1347 Tanks less than or equal to 15m in diameter SM 1.449851.1.13b Tanks 51' - 90' in diameter SF 0.1205 Tanks 15m - 30m in diameter SM 1.2969






CONE ROOFS & INTERNAL/EXTERNAL FLOATING ROOFS CONE R OOFS & INTERNAL/EXTERNAL FLOATING ROOFS

Reference Number

Task Description for Metric Work

Productivity Factor - IMPERIAL

Units Base Norm

Productivity Factor - METRIC

Units Base Norm

Task Description for Imperial Work

254

51.1.1451.1.14a less than 3" roof penetrations EA 1.4176 less than 80mm roof penetrations EA 1.4176

51.1.14b 3" - 6" roof penetrations EA 2.1264 80mm - 150mm roof penetrations EA 2.1264

51.1.14c 6" - 8" roof penetrations EA 2.4808 1500mm - 200mm roof penetrations EA 2.4808

51.1.14d 8" - 10" roof penetrations EA 2.8351 200mm - 250mm roof penetrations EA 2.8351

51.1.14e 10" - 12" roof penetrations EA 3.1895 250mm - 300mm roof penetrations EA 3.1895

51.1.14f 12" - 14" roof penetrations EA 3.5439 300mm - 350mm roof penetrations EA 3.5439

51.1.14g 14" - 18" roof penetrations EA 3.8983 350mm - 450mm roof penetrations EA 3.8983

51.1.14h 18" - 24" roof penetrations EA 4.2527 450mm - 600mm roof penetrations EA 4.2527

51.1.14i greater than 24" roof penetrations EA 7.8750 greater than 600mm roof penetrations EA 7.8750

51.1.15 Removal of rafter beams Removal of rafter beams51.1.15a Removal of rafter beams with roof plates removed. LBS 0.0106 Removal of rafter beams with roof plates removed. KG 0.0233

51.1.15b Removal of rafter beams with roof plates in place. LBS 0.0213 Removal of rafter beams with roof plates in place. KG 0.0469

51.1.16 Remove / Reinstall daylight sheets Remove / Reinstall daylight sheets51.1.16a Removal of roof plate for ventilation and light. EA 11.3406 Removal of roof plate for ventilation and light. EA 11.3406

51.1.16b Reinstallation of roof plate. EA 22.6811 Reinstallation of roof plate. EA 22.6811

51.1.17 Rehandling Scrap Material Rehandling Scrap Material

51.1.17aRehandling Scrap Material due to non provision of scrap boxes (Skips / Dumpsters)

LBS 0.0014Rehandling Scrap Material due to non provision of scrap boxes (Skips / Dumpsters)

KG 0.0031

51.1.18 Removal of Covers and Hatches - (any size) Removal of Covers and Hatches - (any size)51.1.18a Removal of Covers and Hatches - (any size) EA 1.4176 Removal of Covers and Hatches - (any size) EA 1.4176

Removal of Roof Penetrations (not associated with r oof removal) Removal of Roof Penetrations (not assoc iated with roof removal)

255

P.2.1.2 Roof Plate & Roof Structure Installation 51.1

51.1.2 Roof Plate and Roof Structure Installation Roof Plate and Roof Structure Installation

51.1.21

51.1.2101 Tanks less than or equal to 50' in diameter SF 0.1625 Tanks less than or equal to 15m in diameter SM 1.7491

51.1.2102 Tanks 51' - 90' in diameter SF 0.1258 Tanks 15m - 30m in diameter SM 1.3540





51.1.2107 Tanks greater than 221' in diameter SF 0.0419 Tanks greater than 70m in diameter SM 0.4510

51.1.2108 Conversion from frangible to nonfrangible roof joint SF 0.0709 Conversion from frangible to nonfrangible roof joint SM 0.2326

51.1.2109 Pressurized air testing per API 650 SF 0.0170 Pressurized air testing per specification SM 0.1830

51.1.22








51.1.2208 Conversion from frangible to nonfrangible roof joint SF 0.0709 Conversion from frangible to nonfrangible SM 0.2326

51.1.2209 Pressurized air testing per API 650 SF 0.0170 Pressurized air testing per specification SM 0.1830

51.1.23 Field Fit-up and install new roof rafters Field Fit-up and install new roof rafters

51.1.23a Fabrication and installation of rafter beams with roof plate removed. LBS 0.0148 Fabrication and installation of rafter beams with roof plate removed. KG 0.0325

51.1.23b Fabrication and installation of rafter beams with roof plate in place. LBS 0.0269 Fabrication and installation of rafter beams with roof plate in place. KG 0.0593

Fabricate and install new roof plates using 1/4" C. S. plate, per API 650, API 653

Fabricate and install new roof plates using 6mm C.S . plate, per API 650, API 653

CONE ROOFS & INTERNAL/EXTERNAL FLOATING ROOFS

Fabricate and install new roof plates using 3/16" C .S. plate, per API 650, API 653

Fabricate and install new roof plates using 5mm C.S . plate, per API 650, API 653

CONE ROOFS & INTERNAL/EXTERNAL FLOATING ROOFS

256

51.1.2451.1.2401 Tanks less than or equal to 50' in diameter SF 0.7780 Tanks less than or equal to 15m in diameter SM 8.3739







51.1.2551.1.2501 Tanks less than or equal to 50' in diameter SF 0.8254 Tanks less than or equal to 15m in diameter SM 8.8841







Fabricate and install new Double Deck Pontoon Roof Fabricate and install new Double Deck Pontoon Roo f

Fabricate and install new Single Deck Pontoon Roof F abricate and install new Single Deck Pontoon Roof

257

P.2.1.3 Roof Manways & Nozzles 51.1

51.1.3 Roof Manways and Nozzles Roof Manways and Nozzles51.1.3151.1.3101 less than 2" roof nozzles EA 4.7131 less than 50mm roof nozzles EA 4.7131

51.1.3102 2" roof nozzles EA 5.4219 50mm roof nozzles EA 5.4219














51.1.3116 24" Varec Gauge hatch nozzle EA 25.9085 600mm Varec Gauge hatch nozzle EA 25.9085

51.1.3117 20" roof manway hatch EA 25.9636 500mm roof manway hatch EA 25.9636

51.1.3118 24" roof manway hatch EA 31.4830 600mm roof manway hatch EA 31.4830

51.1.3251.1.32a less than 2" roof nozzles EA 3.5429 less than 50mm roof nozzles EA 3.5429

51.1.32b 2" roof nozzles EA 4.2527 50mm roof nozzles EA 4.2527

51.1.32c 3" roof nozzles EA 4.2527 80mm roof nozzles EA 4.2527

51.1.32d 4" roof nozzles EA 4.9615 100mm roof nozzles EA 4.9615

51.1.32e 5" roof nozzles EA 4.9615 125mm roof nozzles EA 4.9615

51.1.32f 6" roof nozzles EA 4.9615 150mm roof nozzles EA 4.9615

51.1.22g 8" roof nozzles EA 14.1757 200mm roof nozzles EA 14.1757

51.1.32h 10" roof nozzles EA 15.5933 250mm roof nozzles EA 15.5933

51.1.32i 12" roof nozzles EA 17.0108 300mm roof nozzles EA 17.0108

51.1.32j 14" roof nozzles EA 18.4284 350mm roof nozzles EA 18.4284

51.1.32k 16" roof nozzles EA 19.8460 400mm roof nozzles EA 19.8460

51.1.32l 18" roof nozzles EA 21.2636 450mm roof nozzles EA 21.2636

51.1.32m 20" roof nozzles EA 22.6811 500mm roof nozzles EA 22.6811

51.1.32n 22" roof nozzle EA 24.0987 550mm roof nozzles EA 24.0987

51.1.32o 24" roof nozzle EA 25.5163 600mm roof nozzles EA 25.5163

51.1.32p 24" Varec Gauge hatch nozzle. EA 17.0108 600mm Varec Gauge hatch nozzle EA 17.0108

51.1.32q 20" roof manway hatch EA 12.7581 500mm roof manway hatch EA 12.7581

51.1.32r 24" roof manway hatch EA 15.5933 600mm roof manway hatch EA 15.5933

Install reclaimed roof manways, hatches, and nozzle s Install reclaimed roof manways, hatches, and nozzl es

Fabricate and install new roof manways, hatches, an d nozzles


Fabricate and install new roof manways, hatches, an d nozzles

258

51.1.3351.1.33a Replace complete assembly. EA 17.4477 Replace complete assembly. EA 17.4477

51.1.33b Replace sleeve assembly only. EA 6.5915 Replace sleeve assembly only. EA 6.5915

51.1.33c Replace gasket/seal only. EA 0.7088 Replace gasket/seal only. EA 0.7088

51.1.33d Replace external sleeve gussets only. EA 2.8351 Replace external sleeve gussets only. EA 2.8351

51.1.33e Replace vent breaker mechanism complete. EA 10.8562 Replace vent breaker mechanism complete. EA 10.8562

51.1.33f Replace vent breaker adjustable leg. EA 11.5650 Replace vent breaker adjustable leg. EA 11.5650

51.1.33g Replace vent breaker EA 11.5650 Replace vent breaker EA 11.5650

Replace Floating Roof Mechanical Vacuum Vents/Break ers (Refer to Replace Floating Roof Mechanical Vacu um Vents/Breakers (Refer to

259

P.2.1.4 Lap Patching (Overplate) 51.1

51.1.4 Lap Patching (Overplate) Lap Patching (Overplate)51.1.41 Lap Patch 1/4" C.S. plate Lap Patch 6mm C.S. plate

51.1.41A Lap patches 5 sq ft or less Lap patches 0.5 sq m or less51.1.41a01 Quantity 1 - 5 LF 0.5245 Quantity 1 - 5 LM 1.7208

51.1.41a02 Quantity 6 - 10 LF 0.5103 Quantity 6 - 10 LM 1.6742



51.1.41a05 Quantity 21+ LF 0.4678 Quantity 21+ LM 1.5347

51.1.41b Lap patches 5 to 20 sq ft Lap patches 0.5 to 2.0 sq m51.1.41b01 Quantity 1 - 5 LF 0.3686 Quantity 1 - 5 LM 1.2093

51.1.41b02 Quantity 6 - 10 LF 0.3544 Quantity 6 - 10 LM 1.1627



51.1.41b05 Quantity 21+ LF 0.3119 Quantity 21+ LM 1.0233

51.1.41c Lap patches 20 to 40 sq ft Lap patches 2.0 to 4.0 sq m51.1.41c01 Quantity 1 - 5 LF 0.3544 Quantity 1 - 5 LM 1.1627

51.1.41c02 Quantity 6 - 10 LF 0.3402 Quantity 6 - 10 LM 1.1161



51.1.41c05 Quantity 21+ LF 0.2977 Quantity 21+ LM 0.9767

51.1.41d Lap patches 40 to 75 sq ft Lap patches 4.0 to 7.0 sq m51.1.41d01 Quantity 1 - 5 LF 0.3402 Quantity 1 - 5 LM 1.1162

51.1.41d02 Quantity 6 - 10 LF 0.3260 Quantity 6 - 10 LM 1.0696



51.1.41d05 Quantity 21+ LF 0.2835 Quantity 21+ LM 0.9302

51.1.41e Lap patches greater than 75 sq ft Lap patches greater than 7.0 sq m51.1.41f01 Quantity 1 - 5 LF 0.3260 Quantity 1 - 5 LM 1.0695

51.1.41f02 Quantity 6 - 10 LF 0.3119 Quantity 6 - 10 LM 1.0233



51.1.41f05 Quantity 21+ LF 0.2693 Quantity 21+ LM 0.8835


260

P.2.1.5 Rim Angle & Associated Work 51.1

51.1.5 Rim Angle and Associated Work Rim Angle and Associated Work51.1.51 Rim Angle Removal and Like Replacement. Rim Angle Removal and Like Replacement. 51.1.51 Cone Roof incl prefab (top shell angle) Cone Roof incl prefab (top shell angle)51.1.5101 Angles not exceeding 5.00 lbs/ft. LF 1.0632 Angles not exceeding 8 kg/m LM 3.4880

51.1.5102 Angles over 5.00 not exceeding 10.00 lbs/ft. LF 1.2404 Angles over 8kg/m not exceeding 15 kg./m LM 4.0695

51.1.5103 Angles over 10.00 not exceeding 20.00 lbs/ft. LF 1.4176 Angles over 15kg/m not exceeding 30 kg./m LM 4.6508

51.1.5104 Floating Roof LF 1.0638 Floating Roof LM 3.4901

51.1.52Rim Angle Removal and Vertical Bolting Bar Replacement incl prefab

Rim Angle Removal and Vertical Bolting Bar Replacement incl prefab

51.1.5201 External Floating Roof LF 1.1523 External Floating Roof LM 3.7804

51.1.5202 Internal Floating Roof LF 1.1523 Internal Floating Roof LM 3.7804

51.1.53Rim Vent Nozzle (any nozzle not exceeding 6" in diameter) incl prefab

Rim Vent Nozzle (any nozzle not exceeding 150mm in diameter) incl prefab

51.1.5301 Replace Rim Vent Nozzle. EA 21.2293 Replace Rim Vent Nozzle. EA 21.2293

51.1.5302Remove Rim Vent Nozzle and Lap Patch Hole. Leave existing pipe inside pontoon.

EA 5.6703Remove Rim Vent Nozzle and Lap Patch Hole. Leave existing pipe inside pontoon.

EA 5.6703

51.1.6 Not Used Not Used


P.2.1.6 Roof Drain Systems 51.1.7 Roof Drain Systems Roof Drain Systems

51.1.73

51.1.73a Single Check Valve Design Single Check Valve Design51.1.73a01 3" Drain Sumps EA 80.0866 80mm Drain Sumps EA 80.0866

51.1.73a02 4" Drain Sumps EA 91.1642 100mm Drain Sumps EA 91.1642



51.1.73b Dual Check Valve Design Dual Check Valve Design51.1.73b01 3" Drain Sumps EA 100.0032 80mm Drain Sumps EA 100.0032

51.1.73b02 4" Drain Sumps EA 115.0654 100mm Drain Sumps EA 115.0654



Roof Drain Sump. Remove, fabricate and install new roof drain sumps Roof Drain Sump. Remove, fabricate and install new roof drain sumps

261

P.2.1.7 Stilling Wells 51.1

51.1.8 Stilling Wells Stilling Wells51.1.8151.1.8101 8" pipe C.S. LF 2.0874 200mm pipe C.S. LM 6.8484

51.1.8102 10" pipe C.S. LF 2.4392 250mm pipe C.S. LM 8.0025


51.1.8104 8" pipe Galv LF 2.1402 200mm pipe Galv LM 7.0216



51.1.8251.1.8201 8" pipe C.S. LF 2.0874 200mm pipe C.S. LM 6.8484


















Replace cone roof stilling well (Fabricate and install)Replace cone roof stilling well (Fabricate and install)

Replace floating roof stilling well (Fabricate and install) Replace floating roof stilling well (Fabricate and install)


262

51.1.83 Replace Guide Pole (Fabricate and install) Replace Guide Pole (Fabricate and install)51.1.8301 6" pipe C.S. LF 1.8568 150mm pipe C.S. LM 6.0917








51.1.8451.1.8401 6" pipe EA 21.9690 150mm pipe EA 21.9690

51.1.8402 8" pipe EA 22.1719 200mm pipe EA 22.1719

51.1.8403 10" pipe EA 22.1719 250mm pipe EA 22.1719

51.1.8404 12" Pipe EA 22.3748 300mm Pipe EA 22.3748

Fabricate and install Guide Pole Assembly. Replace rollers and bearing Fabricate and install Guide Pol e Assembly. Replace rollers and bearing

P.2.1.8 Roof Support Legs 51.1.9 Roof Support Legs Roof Support Legs51.1.9151.1.91b Lower roof support legs with tank in service. EA 0.4253 Lower roof support legs with tank in service. EA 0.4253

51.1.91d Raise roof support legs with tank in service. EA 0.4253 Raise roof support legs with tank in service. EA 0.4253

51.1.92 Roof support leg pins Roof support leg pins51.1.92a Replace roof support leg pins and install cotter pins EA 0.4312 Replace roof support leg pins and install cotter pins EA 0.4312

Floating roof tank roof support legs Lower roof sup port legs with tank in Floating roof tank roof supp ort legs Lower roof support legs with tank in

263

P.2.2 Shell Work

P.2.2.1 Shell insert plates / doorsheets 51.2 SHELL WORK SHELL WORK

51.2.1 Shell Insert Plates / Doorsheets Shell Insert Plates / Doorsheets

51.2.11

51.2.11a Inserts 20 sq ft or less Inserts 2.0 sq m or less51.2.11a01 1/4" C.S. plate LF 3.2674 6mm C.S. plate LM 10.7196

51.2.11a02 5/16" C.S. plate LF 3.5529 8mm C.S. plate LM 11.6560







51.2.11a09 1" C.S. plate LF 6.1565 25mm C.S. plate LM 20.1982

51.2.11a10 1-1/8" C.S. plate LF 6.7276 28mm C.S. plate LM 22.0720




51.2.11b Inserts 20 to 40 sq ft Inserts 2.0 to 4.0 sq m51.2.11b01 1/4" C.S. plate LF 3.0762 6mm C.S. plate LM 10.0924

51.2.11b02 5/16" C.S. plate LF 3.2554 8mm C.S. plate LM 10.2987







51.2.11b09 1" C.S. plate LF 5.6054 25mm C.S. plate LM 18.3902

51.2.11b10 1-1/8" C.S. plate LF 6.2475 28mm C.S. plate LM 20.4968




Remove existing and install new or reconditioned sh ell insert plate, with or without nozzles

Remove existing and install new or reconditioned sh ell insert plate, with or without nozzles

264

51.2.11c Inserts 40 to 75 sq ft Inserts 4.0 to 7.0 sq m51.2.11c01 1/4" C.S. plate LF 2.3045 6mm C.S. plate LM 7.5606

51.2.11c02 5/16" C.S. plate LF 2.4483 8mm C.S. plate LM 7.7455







51.2.11c09 1" C.S. plate LF 4.4737 25mm C.S. plate LM 14.6773

51.2.11c10 1-1/8" C.S. plate LF 5.1866 28mm C.S. plate LM 17.0161




51.2.11d Inserts greater than 75 sq ft Inserts greater than 7.0 sq m51.2.11d01 1/4" C.S. plate LF 2.3407 6mm C.S. plate LM 7.6793

51.2.11d02 5/16" C.S. plate LF 2.4135 8mm C.S. plate LM 7.6353







51.2.11d09 1" C.S. plate LF 4.3644 25mm C.S. plate LM 14.3188

51.2.11d10 1-1/8" C.S. plate LF 5.0773 28mm C.S. plate LM 16.6575




51.2.12

51.2.12a To suit shell insert 1/4" to 1/2" thick LF 0.3544 To suit shell insert 6mm to 12mm thick LM 1.1628

51.2.12b To suit shell insert over 1/2" but not exceeding 1" thick. LF 0.3544 To suit shell insert over 12mm but not exceeding 25mm thick. LM 1.1627

51.2.12c To suit shell insert over 1" but not exceeding 1 1/2" thick. LF 0.3544 To suit shell insert over 25mm but not exceeding 38mm thick. LM 1.1628

51.2.14 Buttering Shell Inserts (if required) Buttering Shell Inserts (if required)51.2.14a 1/2" to 3/4" thickness LF 0.7088 12mm to 20mm thickness LM 2.3255

51.2.14b 3/4" to 1-1/4" thickness LF 0.9214 20mm to 30mm thickness LM 3.0229

51.2.14c > 1-1/4" thickness LF 1.0632 >30mm thickness LM 3.4881

Extra over shell insert plates for corner welding b etween shell insert plate and tank bottom plate. Corner weld to be in accorda nce with specific Site Specifications (Note corner welds associated with b ottom replacement are to be included with the approp

Extra over shell insert plates for corner welding b etween shell insert plate and tank bottom plate. Corner weld to be in accorda nce with specific Site Specifications (Note corner welds associated with b ottom replacement are to be included with the approp

265

P.2.2.2 Lap Patches (Overplate) 51.2 SHELL WORK SHELL WORK

51.2.2 Lap Patches (Overplate) Lap Patches (Overplate)

51.2.21

51.2.21a Lap patches 5 sq ft or less Lap patches 0.5 sq m or less51.2.21a01 1/4" C.S. plate LF 0.7939 6mm C.S. plate LM 2.6046




51.2.21b Lap patches 6 to 24 sq ft Lap patches 0.5 to 2.0 sq m51.2.21b01 1/4" C.S. plate LF 0.6521 6mm C.S. plate LM 2.1394




Lap Patch Shell plate - Based on 1 to 5 patches (al l sizes combined) Lap Patch Shell plate - Based on 1 to 5 patches (all sizes combined)

266

P.2.2.3 Manways & nozzles 51.2 SHELL WORK SHELL WORK

51.2.3 Manways and Nozzles Manways and Nozzles

51.2.31

51.2.31a 24" manway 600mm manway51.2.31a01 thickness less than 3/4" EA 94.5311 thickness less than 19mm EA 94.5311

51.2.31a02 thickness 3/4" - 1" EA 100.0122 thickness 19mm - 25mm EA 100.0122

51.2.31a03 thickness 1" - 1-1/2" EA 115.8392 thickness 25mm - 38mm EA 115.8392

51.2.31b 30" manway 750mm manway51.2.31b01 thickness less than 3/4" EA 105.5085 thickness less than 19mm EA 105.5085

51.2.31b02 thickness 3/4" - 1" EA 116.2780 thickness 19mm - 25mm EA 116.2780

51.2.31b03 thickness 1" - 1-1/2" EA 127.2935 thickness 25mm - 38mm EA 127.2935

51.2.31c 36" manway 900mm manway 51.2.31c01 thickness less than 3/4" EA 124.1885 thickness less than 19mm EA 124.1885

51.2.31c02 thickness 3/4" - 1" EA 132.9360 thickness 19mm - 25mm EA 132.9360

51.2.31c03 thickness 1" - 1-1/2" EA 149.0952 thickness 25mm - 38mm EA 149.0952

51.2.32Fabricate and install shell manway in shell plate in the field in accordance with specifications referenced in Section 4. (Includes reinforcement and testing.)

Fabricate and install shell manway in shell plate i n the field in accordance with specifications referenced in Section 4. (Includes reinforcement an d testing.)


51.2.32a02 thickness 3/4" - 1" EA 77.0792 thickness 19mm - 25mm EA 77.0792

51.2.32a03 thickness 1" - 1-1/2" EA 90.8920 thickness 25mm - 38mm EA 90.8920


51.2.32b02 thickness 3/4" - 1" EA 81.8771 thickness 19mm - 25mm EA 81.8771

51.2.32b03 thickness 1" - 1-1/2" EA 95.1851 thickness 25mm - 38mm EA 95.1851


51.2.32c02 thickness 3/4" - 1" EA 90.1851 thickness 19mm - 25mm EA 90.1851

51.2.32c03 thickness 1" - 1-1/2" EA 104.3275 thickness 25mm - 38mm EA 104.3275

Pre-Fabricate shell manway and shell plate in accordance with specifications referenced in Section 4. (Includes reinforcement and testing.)

Pre-Fabricate shell manway and shell plate in accordance with specifications referenced in Section 4. (Includes reinforcement and testing.)

267

51.2.33Double plate existing manways (Prefab, Field Fit-up and install)

Double plate existing manways (Prefab, Field Fit-up and install)


51.2.33a02 thickness 3/4" to 1" EA 32.3863 thickness 19mm to 25mm EA 32.3863

51.2.33a03 thickness 1" to 1-1/2" EA 36.0528 thickness 25mm to 38mm EA 36.0528


51.2.33b02 thickness 3/4" to 1" EA 36.6390 thickness 19mm to 25mm EA 36.6390

51.2.33b03 thickness 1" to 1-1/2" EA 40.3055 thickness 25mm to 38mm EA 40.3055


51.2.33c02 thickness 3/4" to 1" EA 40.0499 thickness 19mm to 25mm EA 40.0499

51.2.33c03 thickness 1" to 1-1/2" EA 43.9675 thickness 25mm to 38mm EA 43.9675

268

51.2.34

51.2.34a 2" Carbon Steel nozzle 50mm Carbon Steel nozzle51.2.34a01 thickness less than 3/4" EA 8.5737 thickness less than 19mm EA 8.5737



51.2.34b 3" Carbon Steel nozzle 80mm Carbon Steel nozzle51.2.34b01 thickness less than 3/4" EA 14.3109 thickness less than 19mm EA 14.3109



51.2.34c 4" Carbon Steel nozzle 100mm Carbon Steel nozzle51.2.34c01 thickness less than 3/4" EA 16.9897 thickness less than 19mm EA 16.9897



51.2.34d 6" Carbon Steel nozzle 150mm Carbon Steel nozzle51.2.34d01 thickness less than 3/4" EA 19.3372 thickness less than 19mm EA 19.3372

51.2.34d02 thickness 3/4" to 1" EA 20.5925 thickness 19mm to 25mm EA 20.5925

51.2.34d03 thickness 1" to 1-1/2" EA 22.2502 thickness 25mm to 38mm EA 22.2502

51.2.34e 8" Carbon Steel nozzle 200mm Carbon Steel nozzle51.2.34 e01 thickness less than 3/4" EA 23.6226 thickness less than 19mm EA 23.6226

51.2.34 e02 thickness 3/4" to 1" EA 25.9933 thickness 19mm to 25mm EA 25.9933

51.2.34 e03 thickness 1" to 1-1/2" EA 29.0897 thickness 25mm to 38mm EA 29.0897

51.2.34f 10" Carbon Steel nozzle 250mm Carbon Steel nozzle51.2.34f01 thickness less than 3/4" EA 28.1062 thickness less than 19mm EA 28.1062

51.2.34f02 thickness 3/4" to 1" EA 31.1160 thickness 19mm to 25mm EA 31.1160

51.2.34f03 thickness 1" to 1-1/2" EA 34.5357 thickness 25mm to 38mm EA 34.5357

51.2.34g 12" Carbon Steel nozzle 300mm Carbon Steel nozzle51.2.34g01 thickness less than 3/4" EA 30.4359 thickness less than 19mm EA 30.4359

51.2.34g02 thickness 3/4" to 1" EA 34.1638 thickness 19mm to 25mm EA 34.1638

51.2.34g03 thickness 1" to 1-1/2" EA 38.3985 thickness 25mm to 38mm EA 38.3985

51.2.34h 14" Carbon Steel nozzle 350mm Carbon Steel nozzle51.2.34h01 thickness less than 3/4" EA 32.5463 thickness less than 19mm EA 32.5463

51.2.34h02 thickness 3/4" to 1" EA 36.7044 thickness 19mm to 25mm EA 36.7044

51.2.34h03 thickness 1" to 1-1/2" EA 42.4949 thickness 25mm to 38mm EA 42.4949

51.2.34i 16" Carbon Steel nozzle 400mm Carbon Steel nozzle51.2.34i01 thickness less than 3/4" EA 36.7598 thickness less than 19mm EA 36.7598

51.2.34i02 thickness 3/4" to 1" EA 42.5731 thickness 19mm to 25mm EA 42.5731

51.2.34i03 thickness 1" to 1-1/2" EA 49.1988 thickness 25mm to 38mm EA 49.1988

51.2.34j 18" Carbon Steel nozzle 450mm Carbon Steel nozzle51.2.34j01 thickness less than 3/4" EA 39.3229 thickness less than 19mm EA 39.3229

51.2.34j02 thickness 3/4" to 1" EA 46.2896 thickness 19mm to 25mm EA 46.2896

51.2.34j03 thickness 1" to 1-1/2" EA 53.3557 thickness 25mm to 38mm EA 53.3557

51.2.34k 20" Carbon Steel nozzle 500mm Carbon Steel nozzle51.2.34k01 thickness less than 3/4" EA 44.3027 thickness less than 19mm EA 44.3027

51.2.34k02 thickness 3/4" to 1" EA 51.7990 thickness 19mm to 25mm EA 51.7990

51.2.34k03 thickness 1" to 1-1/2" EA 60.1154 thickness 25mm to 38mm EA 60.1154

51.2.34l 24" Carbon Steel nozzle 600mm Carbon Steel nozzle51.2.34l01 thickness less than 3/4" EA 47.6350 thickness less than 19mm EA 47.6350

51.2.34l02 thickness 3/4" to 1" EA 55.0755 thickness 19mm to 25mm EA 55.0755

51.2.34l03 thickness 1" to 1-1/2" EA 63.4469 thickness 25mm to 38mm EA 63.4469

51.2.34m 30" Carbon Steel nozzle 750mm Carbon Steel nozzle51.2.34m01 thickness less than 3/4" EA 53.5893 thickness less than 19mm EA 53.5893

51.2.34m02 thickness 3/4" to 1" EA 61.7885 thickness 19mm to 25mm EA 61.7885

51.2.34m03 thickness 1" to 1-1/2" EA 71.9840 thickness 25mm to 38mm EA 71.9840

51.2.34n 36" Carbon Steel nozzle 900mm Carbon Steel nozzle51.2.34n01 thickness less than 3/4" EA 60.5560 thickness less than 19mm EA 60.5560

51.2.34n02 thickness 3/4" to 1" EA 70.1240 thickness 19mm to 25mm EA 70.1240

51.2.34n03 thickness 1" to 1-1/2" EA 81.6240 thickness 25mm to 38mm EA 81.6240

51.2.34p 40" Carbon Steel nozzle 1000mm Carbon Steel nozzle51.2.34p01 thickness less than 3/4" EA 65.4010 thickness less than 19mm EA 65.4010

51.2.34p02 thickness 3/4" to 1" EA 75.3400 thickness 19mm to 25mm EA 75.3400

51.2.34p03 thickness 1" to 1-1/2" EA 87.8480 thickness 25mm to 38mm EA 87.8480

Pre-Fabricate shell nozzles and shell plate in accordance with specifications referenced in Section 4.

Pre-Fabricate shell nozzles and shell plate in accordance with specifications referenced in Section 4.

269

51.2.35

51.2.35a 2" Carbon Steel nozzle 50mm Carbon Steel nozzle51.2.35a01 thickness less than 3/4" EA 8.2663 thickness less than 19mm EA 8.2663



51.2.35b 3" Carbon Steel nozzle 80mm Carbon Steel nozzle51.2.35b01 thickness less than 3/4" EA 9.5144 thickness less than 19mm EA 9.5144



51.2.35c 4" Carbon Steel nozzle 100mm Carbon Steel nozzle51.2.35c01 thickness less than 3/4" EA 10.9641 thickness less than 19mm EA 10.9641






51.2.35e 8" Carbon Steel nozzle 200mm Carbon Steel nozzle51.2.35e01 thickness less than 3/4" EA 15.7832 thickness less than 19mm EA 15.7832

51.2.35e02 thickness 3/4" to 1" EA 20.2700 thickness 19mm to 25mm EA 20.2700

51.2.35e03 thickness 1" to 1-1/2" EA 23.3419 thickness 25mm to 38mm EA 23.3419













51.2.3j 18" Carbon Steel nozzle 450mm Carbon Steel nozzle51.2.35j01 thickness less than 3/4" EA 34.81.92 thickness less than 19mm EA 34.81.92


















Fabricate and install shell nozzles in shell plate in the field as per API 650, 653 (Includes reinforcement and testing.)

Fabricate and install shell nozzles in shell plate in the field as per API 650, 653 (Includes reinforcement and testing.)

270

51.2.3651.2.36c 4" Carbon Steel nozzle 100mm Carbon Steel nozzle51.2.36c01 thickness less than 3/4" EA 8.1266 thickness less than 19mm EA 8.1266






51.2.36e 8" Carbon Steel nozzle 200mm Carbon Steel nozzle51.2.36e01 thickness less than 3/4" EA 11.9991 thickness less than 19mm EA 11.9991

51.2.36e02 thickness 3/4" to 1" EA 14.9818 thickness 19mm to 25mm EA 14.9818

51.2.36e03 thickness 1" to 1-1/2" EA 17.9518 thickness 25mm to 38mm EA 17.9518













51.2.36j 18" Carbon Steel nozzle 450mm Carbon Steel nozzle51.2.36j01 thickness less than 3/4" EA 22.6420 thickness less than 19mm EA 22.6420


















51.2.37 Remove or reinstall shell manway cover. Remove or reinstall shell manway cover. 51.2.37a 18" manway EA 7.0879 450mm manway EA 7.0879

51.2.37b 24"manway EA 7.7966 600mm manway EA 7.7966

51.2.37c 30" manway EA 8.5054 750mm manway EA 8.5054

51.2.37d 36" manway EA 9.9230 900mm manway EA 9.9230

Double plate existing nozzles (Prefab, Field Fit-up and install) Double plate existing nozzles (Prefab, Field Fit-up and install)

271

P.2.2.4 Insulation stops & shields 51.2 SHELL WORK SHELL WORK

51.2.4 Insulation Stops and Shields Insulation Stops and Shields

51.2.41

51.2.4101Insulation Stop, toe out. Angle to be stitch weld 2" on 12" both top & bottom where angle fits against tank shell.

LF 0.2126Insulation Stop, toe out. Angle to be stitch weld 50mm on 300mm both top & bottom where angle fits against tank shell.

LM 0.6975

51.2.4102Insulation Rain Shield, toe in. Angle to be 100% seal welded where angle fits against tank shell.

LF 0.4253Insulation Rain Shield, toe in. Angle to be 100% seal welded where angle fits against tank shell.

LM 1.3954

Fabricate and install 1/4" x 3" x 3" C.S. angle rol led to the radius of the tank for insulation stops and shields

Fabricate and install 6mm x 80mm x 80mm C.S. angle rolled to the radius of the tank for insulation stops and shields

P.2.2.5 Couplings & valves 51.2.5 Shell Couplings and valves Shell Couplings and valves

51.2.51

51.2.51a 2" couplings EA 2.1264 50mm couplings EA 2.1264

51.2.51b 1-1/2" couplings EA 1.9137 40mm couplings EA 1.9137

51.2.51c 1" couplings EA 1.7011 25mm couplings EA 1.7011

51.2.51d 3/4" couplings EA 1.5593 20mm couplings EA 1.5593

51.2.51e 1/2" couplings EA 1.4176 12mm couplings EA 1.4176

51.2.52 Not Used Not Used

Install 6,000 lb. couplings into tank shell in accordance with specifications referenced in Section 4.

Install 2720 KG couplings into tank shell in accordance with specifications referenced in Section 4.

272

P.2.3 Bottom Work

P.2.3.1 Demolition & Removal Work 51.3 BOTTOM WORK BOTTOM WORK

51.3.1 Demolition and Removal Work. Demolition and Removal Work.

51.3.11

51.3.11a 1/4" C.S. plate SF 0.0992 6mm C.S. plate SM 1.0676

51.3.11b 5/16" C.S. plate SF 0.1205 8mm C.S. plate SM 1.2214

51.3.11c 3/8" C.S. plate SF 0.1418 10mm C.S. plate SM 1.5261

51.3.11d 1/2" C.S. plate SF 0.2835 12mm C.S. plate SM 3.0517

51.3.12





51.3.13





51.3.14





51.3.15

51.3.15a Removal of Asphalt TON 1.7720 Removal of Asphalt MT 1.9537

51.3.15b Removal of Asphalt CY 2.4099 Removal of Asphalt CM 3.1519

51.3.15d Removal of Sand TON 1.2049 Removal of Sand MT 1.3284

51.3.15d Removal of Sand CY 1.7720 Removal of Sand CM 2.3175

51.3.1651.3.16a Removal of Asphalt TON 1.7720 Removal of Asphalt MT 1.9535

51.3.16b Removal of Asphalt CY 2.4099 Removal of Asphalt CM 3.1519

51.3.16c Removal of Sand TON 1.2049 Removal of Sand MT 1.3284

51.3.16d Removal of Sand CY 1.7720 Removal of Sand CM 2.3176

Removal of tank bottom plates in either sketch plat e or annular plate type bottoms Remove existing floor and annular plates, h ot work permissible. Store in area inside the tank battery limit or dire ctly outside the tank battery limit and subsequent loadin

Removal of sand and asphalt from tank bottom (Float ing Roof Tank)

Removal of sand and asphalt from tank bottom (Cone Roof Tank) Removal of sand and asphalt from tank bot tom (Cone Roof Tank)

Removal of sand and asphalt from tank bottom (Float ing Roof Tank)


Removal of tank bottom plates in either sketch plat e or annular plate type bottoms Using a method of cold cutting, remove exis ting tank floor and annular plates Store in area inside the tank batter y limit or directly outside the tank battery limit and sub






273

P.2.3.2 Tank Bottom Fabricate & Install – Annular P late Design 51.3 BOTTOM WORK BOTTOM WORK

51.3.2

51.3.21


51.3.2102 Tanks 51 ' to 90' in diameter SF 0.8892 Tanks 15m to 25m in diameter SM 9.5708

51.3.2103 Tanks 91' to 125' in diameter SF 0.8011 Tanks 30m to 40m in diameter SM 8.6227


51.3.22


51.3.2202 Tanks 51 ' to 90' in diameter SF 0.9044 Tanks 15m to 25m in diameter SM 9.7342



51.3.23



51.3.24



Annular plate. Fabricate and install 1/2" x 5' for tanks of the following diameters (Floating Roof Tank)

Tank Bottom Fabrication and Installation - Annular Plate DesignAnnular plate. Fabricate and install 10mm x 900mm f or tanks of the following diameters (Cone Roof Tank)

Annular plate. Fabricate and install 10mm x 1200mm for tanks of the following diameters (Cone Roof Tank)

Annular plate. Fabricate and install 12mm x 1200mm for tanks of the following diameters (Floating Roof Tank)

Annular plate. Fabricate and install 12mm x 1500mm for tanks of the following diameters (Floating Roof Tank)

Tank Bottom Fabrication and Installation - Annular Plate DesignAnnular plate. Fabricate and install 3/8" x 3' for tanks of the following diameters (Cone Roof Tank)

Annular plate. Fabricate and install 3/8" x 4' for tanks of the following diameters (Cone Roof Tank)

Annular plate. Fabricate and install 1/2" x 4' for tanks of the following diameters (Floating Roof Tank)

274

P.2.3.3 Tank Bottom Fabricate & Install - New Annul ar Plate Design 51.3 BOTTOM WORK BOTTOM WORK

51.3.3

51.3.31







51.3.32







51.3.33







51.3.34







New Annular Plate Design Tank bottom Fabricate & in stall new tank bottom excluding annular plate. Using 12mm material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

New Annular Plate Design Tank bottom Fabricate & in stall new tank bottom excluding annular plate. Using 1/2" material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

New Annular Plate Design Tank bottom Fabricate & in stall new tank bottom excluding annular plate. Using 6mm material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

Tank Bottom Fabrication and Installation - New Annu lar Plate Design

New Annular Plate Design Tank bottom Field Fabricat e & install new tank bottom excluding annular plate. Using 8mm material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

New Annular Plate Design Tank bottom Fabricate and install new tank bottom excluding annular plate. Using 10mm material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

New Annular Plate Design Tank bottom Fabricate and install new tank bottom excluding annular plate. Using 3/8" material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

New Annular Plate Design Tank bottom Fabricate & in stall new tank bottom excluding annular plate. Using 5/16" materia l in accordance with specifications referenced in Section 4. (Floating R oof Tank)

New Annular Plate Design Tank bottom Fabricate & in stall new tank bottom excluding annular plate. Using 1/4" material in accordance with specifications referenced in Section 4. (Floating R oof Tank)

Tank Bottom Fabrication and Installation - New Annu lar Plate Design

275

51.3.35







51.3.36







51.3.37







51.3.38







New Annular Plate Design Tank bottom Fabricate and install new tank bottom excluding annular plate. Using 1/2" material in accordance with specifications referenced in Section 4. (Cone Roof Tank)

New Annular Plate Design Tank bottom Fabricate and install new tank bottom excluding annular plate. Using 12mm material in accordance with specifications referenced in Section 4. (Cone Roof Tank)

New Annular Plate Design Tank bottom Field Fit-up & install new tank bottom excluding annular plate. Using 10mm material in accordance with specifications referenced in Section 4. (Cone Roof Tank)


New Annular Plate Design Tank bottom Fabricate and install new tank bottom excluding annular plate. Using 5/16" materia l in accordance with specifications referenced in Section 4. (Cone Roof Tank)

New Annular Plate Design Tank bottom Field Fit-up & install new tank bottom excluding annular plate. Using 3/8" material in accordance with specifications referenced in Section 4. (Cone Roof Tank)


New Annular Plate Design Tank bottom Fabricate and install new tank bottom excluding annular plate. Using 1/4" material in accordance with specifications referenced in Section 4. (Cone Roof Tank)

276

P.2.3.4 Tank Bottom Fabricate & Install - New Sketc h Plate Design 51.3 BOTTOM WORK BOTTOM WORK

51.3.4

51.3.41

51.3.4101 Tanks less than or equal to 50 ' in diameter SF 0.3695 Tanks less than or equal to 15m in diameter SM 3.9771

51.3.4102 Tanks 51' - 90 ' in diameter SF 0.2654 Tanks 15m - 25m in diameter SM 2.8566


51.3.4104 Tanks exceeding 120' in diameter SF 0.1542 Tanks exceeding 35m in diameter SM 1.6597

51.3.42





51.3.43





51.3.44





Tank Bottom Fabrication and Installation - New Sket ch Plate Design.

Fabricate and install new sketch plate design tank bottom Use 10mm material in accordance with specifications referenc ed in Section 4. (Floating Roof Tank)



Fabricate and install new sketch plate design tank bottom Use 1/2" material in accordance with specifications referenc ed in Section 4. (Floating Roof Tank)




Tank Bottom Fabrication and Installation - New Sket ch Plate Design.


277

51.3.45





51.3.46





51.3.47





51.3.48





Fabricate and install new sketch plate design tank bottom Use 10mm material in accordance with specifications referenc ed in Section 4. (Cone Roof Tank)


Fabricate and install new sketch plate design tank bottom Use 3/8" material in accordance with specifications referenc ed in Section 4. (Cone Roof Tank)






278

P.2.3.5 Lap Patching (Overplate) 51.3 BOTTOM WORK BOTTOM WORK

51.3.5 Lap Patching (Overplate) Lap Patching (Overplate)51.3.51 Lap Patch 1/4" C.S. plate Lap Patch 6mm C.S. plate

51.3.51A Lap patches 5 sq ft or less Lap patches 0.5 sq m or less51.3.51a01 Quantity 1 - 5 LF 0.3091 Quantity 1 - 5 LM 1.0141




51.3.51a05 Quantity 21+ LF 0.2783 Quantity 21+ LM 0.9130

51.3.51b Lap patches 5 to 20 sq ft Lap patches 0.5 to 2.0 sq m51.3.51b01 Quantity 1 - 5 LF 0.2886 Quantity 1 - 5 LM 0.9468




51.3.51b05 Quantity 21+ LF 0.2597 Quantity 21+ LM 0.8520

51.3.51c Lap patches 20 to 40 sq ft Lap patches 2.0 to 4.0 sq m51.3.51c01 Quantity 1 - 5 LF 0.2721 Quantity 1 - 5 LM 0.8927




51.3.51c05 Quantity 21+ LF 0.2449 Quantity 21+ LM 0.8035

51.3.51d Lap patches 40 to 75 sq ft Lap patches 4.0 to 7.0 sq m51.3.51d01 Quantity 1 - 5 LF 0.2638 Quantity 1 - 5 LM 0.8655




51.3.51d05 Quantity 21+ LF 0.2374 Quantity 21+ LM 0.7789

51.3.51e Lap patches greater than 75 sq ft Lap patches greater than 7.0 sq m51.3.51f01 Quantity 1 - 5 LF 0.2473 Quantity 1 - 5 LM 0.8113




51.3.51f05 Quantity 21+ LF 0.2226 Quantity 21+ LM 0.7303

279

P.2.3.6 Pads 51.3.6 Pads Pads

51.3.61

51.3.61a Size 2' x 2' EA 17.0108 Size 600mm x 600mm EA 17.0108

51.3.61b Size 4' x 4' EA 19.8460 Size 1200mm x 1200mm EA 19.8460

51.3.62

51.3.62a Size 2' x 2' EA 14.1757 Size 600mm x 600mm EA 14.1757

51.3.62b Size 4' x 4' EA 17.0108 Size 1200mm x 1200mm EA 17.0108

51.3.63

51.3.63a 3/8" x 18" x 18" C.S. plate EA 4.2814 10mm x 450mm x 450mm C.S. plate EA 4.2814

51.3.63b 3/8" x 24" x 24" C.S. plate EA 4.6956 10mm x 600mm x 600mm C.S. plate EA 4.6956

51.3.63c 1/2" x 18" x 18" C.S. plate EA 4.9984 12mm x 450mm x450mm C.S. plate EA 4.9984

51.3.63d 1/2" x 24" x 24" C.S. plate EA 5.4189 12mm x 600mmx 600mm C.S. plate EA 5.4189

51.3.63e 1/8" x 12" x 12" 304 S.S. plate EA 3.5635 28mm x 300mm x 300mm 304 S.S. plate EA 3.5635

51.3.63f 1/8" x 18" x 18" 304 S.S. plate EA 4.3628 28mm x 450mm x 450mm 304 S.S. plate EA 4.3628

51.3.63g 1/8" x 24" x 24" 304 S.S. plate EA 4.7888 28mm x 600mm x 600mm 304 S.S. plate EA 4.7888

Floating Roof Support Leg Pads Install pre-coated o r non-coated pads underneath roof support legs Multi-seal pass weld w ith 100% vacuum box test required. Document vacuum box test in quality control records

Cone Roof column pads Install 3/8" Carbon Steel pad s under roof columns Multi-pass weld required. 100% vacuum box test requ ired. Place anti-rotation clips at each corner of column base plate.

Cone Roof column pads Install 1/2" Carbon Steel pad s under roof columns Multi-pass weld required. 100% vacuum box test requ ired. Place anti-rotation clips at each corner of column base plate.

Cone Roof column pads Install 12mm Carbon Steel pad s under roof columns Multi-pass weld required. 100% vacuum box t est required. Place anti-rotation clips at each corner of column base p late.

Cone Roof column pads Install 10mm Carbon Steel pad s under roof columns Multi-pass weld required. 100% vacuum box t est required. Place anti-rotation clips at each corner of column base p late.

Floating Roof Support Leg Pads Install pre-coated o r non-coated pads underneath roof support legs Multi-seal pass weld w ith 100% vacuum box test required. Document vacuum box test in quality control records

280

P.2.3.7 Sumps 51.3 BOTTOM WORK BOTTOM WORK

51.3.7 Sumps Sumps

51.3.71

51.3.7101 24" weld cap type sump EA 31.1420 600mm weld cap type sump EA 31.1420

51.3.7102 API 650 type sump EA 37.8078 API 650 type sump EA 37.8078

51.3.7251.3.7201 24" weld cap type sump EA 31.1420 600mm weld cap type sump EA 31.1420

51.3.7202 API 650 type sump EA 37.8078 API 650 type sump EA 37.8078

51.3.7351.3.7301 Shallow sump not exceeding 24" diameter. EA 37.8078 Shallow sump not exceeding 600mm diameter. EA 37.8078

51.3.7302 Shallow sump not exceeding 36" diameter. EA 49.2347 Shallow sump not exceeding 900mm diameter. EA 49.2347

Fabricate and install new shallow Sump for double b ottom Fabricate and install new shallow Sump for dou ble bottom

Bottom sump. Fabricate and install new standard wei ght cup and straw sump for existing sump with asphalt/ concrete fille r up to 24" sump. Vacuum box test required. In accordance with specif ications referenced in Section 4.

Bottom sump. Fabricate and install new standard wei ght cup and straw sump for existing sump with asphalt/ concrete fille r up to 600mm sump. Vacuum box test required. In accordance with specif ications referenced in Section 4.

Fabricate and install new Bottom Sump for existing bottomFabricate and install new Bottom Sump for existing bottom

281

P.2.3.8 Tank Bottom Beds & Linings 51.3.8 Tank Bottom Beds and Linings Tank Bottom Beds and Linings

51.3.81

51.3.81a Minimum of 4" thick cold mix asphalt (1.35 tons/cy) TON 2.4807 Minimum of 100mm thick cold mix asphalt (1.6 tonnes/cm) MT 2.7349

51.3.81b Minimum of 4" thick Hot mix asphalt (1.35 tons/cy) TON 2.4807 Minimum of 100mm thick hot mix asphalt (1.6 tonnes/cm) MT 2.7349

51.3.81c Minimum of 4" thick oiled sand CY 2.4807 Minimum of 100mm thick oiled sand CM 3.2444

51.3.81d Minimum 4" thick concrete (6,000 lb.) CY 5.3159 Minimum 100mm thick concrete (41.369 MPa) CM 6.9527

51.3.82

51.3.82a Minimum of 4" thick cold mix asphalt (1.35 tons/cy) TON 2.2681 Minimum of 100mm thick cold mix asphalt (1.6 tonnes/cm) MT 2.5005

51.3.82b Minimum of 4" thick Hot mix asphalt (1.35 tons/cy) TON 2.2681 Minimum of 100mm thick hot mix asphalt (1.6 tonnes/cm) MT 2.5006

51.3.82c Minimum of 4" thick oiled sand CY 2.2681 Minimum of 100mm thick oiled sand CM 2.9664

51.3.82d Minimum 4" thick concrete (6,000 lb.) CY 5.3159 Minimum 100mm thick concrete (41.369 MPa) CM 6.9527

51.3.83 Install blown in sand for tank bottom Install blown in sand for tank bottom51.3.83a Minimum of 4" thick sand (floating roof tank) CY 3.1895 Minimum of 100mm thick sand (floating roof tank) CM 4.1717

51.3.83b Minimum of 4" thick sand (cone roof tank) CY 2.8351 Minimum of 100mm thick sand (cone roof tank) CM 3.7080

51.3.84 Install liner. Install liner.51.3.84a Petroguard 8 supplied by mP.C. SY 0.1439 Petroguard 8 supplied by mP.C. SM 0.1721

51.3.84b Petroguard 10 supplied by mP.C. SY 0.1439 Petroguard 10 supplied by mP.C. SM 0.1721

51.3.84d HDPE 40 mil thickness SY 0.1439 HDPE 1mm thickness SM 0.1721

51.3.84e HDPE 60 mil thickness SY 0.1439 HDPE 1.5mm thickness SM 0.1721

51.3.84f HDPE 80 mil thickness SY 0.1439 HDPE 2mm thickness SM 0.1721

51.3.84g Modified Polypropylene 45 mil thickness SY 0.1439 Modified Polypropylene 1.1mm thickness SM 0.1721

51.3.85 Bolting of liner at perimeter Bolting of liner at perimeter51.3.85a Petroguard 8 supplied by mP.C. LF 0.5079 Petroguard 8 supplied by mP.C. LM 1.6663

51.3.85b Petroguard 10 supplied by mP.C. LF 0.5079 Petroguard 10 supplied by mP.C. LM 1.6663

51.3.85c Petroguard 12 supplied by mP.C. LF 0.5079 Petroguard 12 supplied by mP.C. LM 1.6663

51.3.85d HDPE 40 mil thickness LF 0.5079 HDPE 1mm thickness LM 1.6663

51.3.85f HDPE 60 mil thickness LF 0.5079 HDPE 1.5mm thickness LM 1.6663

51.3.85g HDPE 80 mil thickness LF 0.5079 HDPE 2mm thickness LM 1.6663

51.3.85h Modified Polypropylene 45 mil thickness LF 0.5079 Modified Polypropylene 1.1mm thickness LM 1.6663

Install asphalt, sand, and concrete for tank bottom where motorized equipment can be used (Cone Roof Tank)

Install asphalt, sand, and concrete for tank bottom where motorized equipment can be used (Floating Roof Tank)

Install asphalt, sand, and concrete for tank bottom where motorized equipment can be used (Floating Roof Tank)

Install asphalt, sand, and concrete for tank bottom where motorized equipment can be used (Cone Roof Tank)

282

P.2.3.9 Preparation for Inspection 51.3 BOTTOM WORK BOTTOM WORK

51.3.9 Preparation For Inspection Preparation For Inspection51.3.91 LEL test of the floor for hot work. LEL test of the floor for hot work.51.3.91a Drill holes in floor for LEL gas testing. (Qty 1-10) EA 0.3544 Drill holes in floor for LEL gas testing. (Qty 1-10) EA 0.3544

51.3.91b Drill holes in floor for LEL gas testing. (Qty >10) EA 0.3544 Drill holes in floor for LEL gas testing. (Qty >10) EA 0.3544

51.3.91c Patch holes with 1/4"-6" D lap patches (Qty 1-10) EA 0.9654 Patch holes with 6mm-150mm D lap patches (Qty 1-10) EA 0.9654

51.3.91d Patch holes with 1/4"-6" D lap patches (Qty >10) EA 0.8801 Patch holes with 6mm-150mm D lap patches (Qty >10) EA 0.8801

51.3.92 Grind tank bottom for UT inspection. Grind tank bottom for UT inspection.51.3.92a 8" x 8" minimum of 15 locations EA 0.3544 200mm x 200mm minimum of 15 locations EA 0.3544

51.3.92b 2' x 2' minimum of 15 locations EA 1.0632 600mm x 600mm minimum of 15 locations EA 1.0632

283

P.2.4 Ancillary Work

P.2.4.1 Demolition and Removal Work 51.5 ANCILLARY WORK ANCILLARY WORK

51.5.1 Demolition and Removal Work Demolition and Removal Work51.5.11 Mixers Mixers

51.5.11a Remove tank mixer. Electrical connection done by others (Typical mixer is in a 30" manway.)

EA 14.1757 Remove tank mixer. Electrical connection done by others (Typical mixer is in a 750mm manway.)

EA 14.1757

51.5.12 Handrail and Toe-plates (hot work permissible) Handrail and Toe-plates (hot work permissible)51.5.12a Remove existing handrail and posts LF 0.4253 Remove existing handrail and posts LM 1.3953

51.5.12b Remove existing toe-plates LF 0.1418 Remove existing toe-plates LM 0.4652

51.5.13 Tank stairways and platforms Tank stairways and platforms51.5.13a Remove stairway tread. Bolt in place type. EA 2.8351 Remove stairway tread. Bolt in place type. EA 2.8351

51.5.13b Remove stairway tread. Weld in place type EA 3.5439 Remove stairway tread. Weld in place type EA 3.5439

51.5.13c Remove tank access stairway - Single string type LF 2.8351 Remove tank access stairway - Single string type LM 9.3014

51.5.13d Remove tank access stairway - Double string type LF 3.5439 Remove tank access stairway - Double string type LM 11.6267

51.5.13e Remove stairway landing / platform - top or intermediate SF 4.2527 Remove stairway landing / platform - top or intermediate SM 45.7735

51.5.13f Remove floating roof access stairway LF 0.3544 Remove floating roof access stairway LM 1.1627

51.5.13g Remove safety gate EA 5.6703 Remove safety gate EA 5.6703

51.5.13h Remove vertical access ladder LF 0.4961 Remove vertical access ladder LM 1.6275

51.5.14 Foam Chambers Foam Chambers 51.5.14a Remove foam chambers EA 8.5054 Remove foam chambers EA 8.5054

51.5.15 Seals Seals51.5.15a Remove existing liquid filled seal LF 0.2250 Remove existing liquid filled seal LM 0.7382

51.5.15b Remove pantograph seal and sealing ring plate not exceeding 15ft LF 1.3850 Remove pantograph seal and sealing ring plate not exceeding 5m LM 4.5439

51.5.15c Remove pantograph seal and sealing ring plate 15ft - 150ft LF 0.8500 Remove pantograph seal and sealing ring plate 5m - 50m LM 2.7887

51.5.15d Remove pantograph seal and sealing ring plate exceeding 150ft LF 0.6000 Remove pantograph seal and sealing ring plate exceeding 50m LM 1.9685

51.5.15e Remove secondary seals not exceeding 15ft LF 0.4500 Remove secondary seals not exceeding 5m LM 1.4764

51.5.15f Remove secondary seals 15ft - 150ft LF 0.4250 Remove secondary seals 5m - 50m LM 1.3943

51.5.15g Remove secondary seals exceeding 150ft LF 0.1700 Remove secondary seals exceeding 50m LM 0.5577

284

P.2.4.2 Re-installation of Existing Components 51.5.2 Re-installation of Existing Components Re-installation of Existing Components51.5.21 Mixers Mixers

51.5.21a Re-installation of tank mixer. Electrical connection done by others (Typical mixer is in a 30" manway.)

EA 14.1757 Re-installation of tank mixer. Electrical connection done by others (Typical mixer is in a 750mm manway.)

EA 14.1757

51.5.22 Handrail and Toe-plates (hot work permissible) Handrail and Toe-plates (hot work permissible)51.5.22a Re-installation of existing handrail and posts LF 0.6379 Re-installation of existing handrail and posts LM 2.0927

51.5.22b Re-installation of existing toe-plates LF 0.2126 Re-installation of existing toe-plates LM 0.6974

51.5.23 Tank stairways and platforms Tank stairways and platforms51.5.23a Re-installation of stairway tread. Bolt in place type. EA 3.5439 Re-installation of stairway tread. Bolt in place type. EA 3.5439

51.5.23b Re-installation of stairway tread. Weld in place type EA 6.3791 Re-installation of stairway tread. Weld in place type EA 6.3791

51.5.23c Re-installation of tank access stairway - Single string type LF 3.5439 Re-installation of tank access stairway - Single string type LM 11.6267

51.5.23d Re-installation of tank access stairway - Double string type LF 4.2527 Re-installation of tank access stairway - Double string type LM 13.9523

51.5.23e Re-installation of stairway landing / platform - top or intermediate SF 4.2527 Re-installation of stairway landing / platform - top or intermediate SM 45.7734

51.5.23f Re-installation of floating roof access stairway LF 0.3544 Re-installation of floating roof access stairway LM 1.1627

51.5.23g Re-installation of safety gate EA 8.5054 Re-installation of safety gate EA 8.5054

51.5.23h Re-installation of vertical access ladder LF 0.5670 Re-installation of vertical access ladder LM 1.8602

51.5.24 Foam Chambers Foam Chambers 51.5.24a Re-installation of foam chambers EA 14.1757 Re-installation of foam chambers EA 14.1757

51.5.25 Seals Seals51.5.25a Re-install existing liquid filled seal LF 0.3118 Re-install existing liquid filled seal LM 1.0230

51.5.25b Re-install pantograph seal and sealing ring plate not exceeding 15ft LF 1.2500 Re-install pantograph seal and sealing ring plate not exceeding 5m LM 4.1010

51.5.25c Re-install pantograph seal and sealing ring plate 15ft - 150ft LF 0.6800 Re-install pantograph seal and sealing ring plate 5m - 50m LM 2.2309

51.5.25d Re-install pantograph seal and sealing ring plate exceeding 150ft LF 0.6100 Re-install pantograph seal and sealing ring plate exceeding 50m LM 2.0013

51.5.25e Re-install secondary seals not exceeding 15ft LF 0.4535 Re-install secondary seals not exceeding 5m LM 1.4878

51.5.25f Re-install secondary seals 15ft - 150ft LF 0.4250 Re-install secondary seals 5m - 50m LM 1.3943

51.5.25g Re-install secondary seals exceeding 150ft LF 0.3825 Re-install secondary seals exceeding 50m LM 1.2549

285

P.2.4.3 Fabrication & Installation of New Component s 51.5 ANCILLARY WORK ANCILLARY WORK

51.5.3 Fabrication & Installation of New Components Fabrication & Installation of New Components51.5.31 Mixers Mixers

51.5.31a Fabrication and Installation of tank mixer. Electrical connection done by others (Typical mixer is in a 30" manway.)

EA 37.8928 Fabrication and Installation of tank mixer. Electrical connection done by others (Typical mixer is in a 750mm manway.)

EA 37.8928

51.5.3251.5.32 Fabricate and install handrail and posts Fabricate and install handrail and posts51.5.3201 1/4" x 2" x 2" Angle C.S. LF 0.7167 6mm x 50mm x 50mm Angle C.S. LM 2.3513

51.5.3202 1/4" x 2 1/2" x 2 1/2" Angle C.S. LF 0.7182 6mm x 65mm x 65mm Angle C.S. LM 2.3562

51.5.3203 1/4" x 2" Flat bar C.S. LF 0.4283 6mm x 50mm Flat bar C.S. LM 1.4052

51.5.3204 1/4" x 2 1/2" Flat bar C.S. LF 0.4287 6mm x 65mm Flat bar C.S. LM 1.4065

51.5.3205 Toe-plates 1/4" X 6" Flat bar C.S.. LF 0.4359 Toe-plates 6mm X 150mm Flat bar C.S.. LM 1.4301

51.5.3206 1/4" x 2" x 2" Angle (Galv) LF 0.7184 6mm x 50mm x 50mm Angle (Galv) LM 2.3569

51.5.3207 1/4" x 2 1/2" x 2 1/2" Angle (Galv) LF 0.7207 6mm x 65mm x 65mm Angle (Galv) LM 2.3645

51.5.3208 1/4" x 2" Flat bar (Galv) LF 0.4288 6mm x 50mm Flat bar (Galv) LM 1.4068

51.5.3209 1/4" x 2 1/2" Flat bar (Galv) LF 0.4293 6mm x 65mm Flat bar (Galv) LM 1.4084

51.5.3210 Toe-plates 1/4" X 6" Flat bar (Galv) LF 0.4374 Toe-plates 6mm X 150mm Flat bar (Galv) LM 1.4350

51.5.3351.5.3301 Stairway tread. Bolt in place type. EA 3.6286 Stairway tread. Bolt in place type. EA 3.6286

51.5.3302 Stairway tread. Weld in place type EA 6.4638 Stairway tread. Weld in place type EA 6.4638

51.5.3303 Tank access stairway - Single string type LF 3.7659 Tank access stairway - Single string type LM 12.3550

51.5.3304 Tank access stairway - Double string type LF 4.5229 Tank access stairway - Double string type LM 14.8388

51.5.3305 Stairway landing / platform - top or intermediate SF 4.5204 Stairway landing / platform - top or intermediate SM 48.6549

51.5.3306 Floating roof access stairway LF 0.7108 Floating roof access stairway LM 2.3320

51.5.3307 Safety gate EA 8.6840 Safety gate EA 8.6840

51.5.3308 Vertical access ladder LF 0.8068 Vertical access ladder LM 2.6469

51.5.34 Fabricate and install Foam Chambers Fabricate and install Foam Chambers51.5.3401 Foam chambers EA 14.1757 Foam chambers EA 14.1757

51.5.35 Seals Seals51.5.35a Install existing liquid filled seal LF 0.3400 Install existing liquid filled seal LM 1.1155

51.5.35b Install pantograph seal and sealing ring plate not exceeding 15ft LF 0.7650 Install pantograph seal and sealing ring plate not exceeding 5m LM 2.5098

51.5.35c Install pantograph seal and sealing ring plate 15ft - 150ft LF 0.7250 Install pantograph seal and sealing ring plate 5m - 50m LM 2.3786

51.5.35d Install pantograph seal and sealing ring plate exceeding 150ft LF 0.7000 Install pantograph seal and sealing ring plate exceeding 50m LM 2.2966

51.5.35e Install secondary seals not exceeding 15ft LF 0.4500 Install secondary seals not exceeding 5m LM 1.4764

51.5.35f Install secondary seals 15ft - 150ft LF 0.4200 Install secondary seals 5m - 50m LM 1.3779

51.5.35g Install secondary seals exceeding 150ft LF 0.4000 Install secondary seals exceeding 50m LM 1.3123

Handrail and Toe-plates (hot work permissible)Handrail and Toe-plates (hot work permissible)

Fabricate and install tank stairways and platforms F abricate and install tank stairways and platforms

286

P.2.4.4 Ladder Assemblies 51.5.4 Ladder Assemblies Ladder Assemblies51.5.41 Ladder Track Assembly. Ladder Track Assembly. 51.5.41a Removal of ladder track assembly and replacement with new. LF 1.4176 Removal of ladder track assembly and replacement with new. LM 4.6508

51.5.42 Ladder Wheel Assembly. Ladder Wheel Assembly. 51.5.42a Removal of ladder wheel assembly and replacement with new. EA 11.3406 Removal of ladder wheel assembly and replacement with new. EA 11.3406

P.2.4.5 Testing 51.5.5 Testing Testing51.5.53 Hydro test Tanks Hydro test Tanks51.5.53a Connect 1 1/2" x 50' sections of threaded water hoses EA 8.5054 Connect 40mm x 15m sections of threaded water hoses EA 8.5054

51.5.53b Connect 2 1/2" x 50' sections of threaded water hoses EA 9.2142 Connect 65mm x 15m sections of threaded water hoses EA 9.2142

51.5.53c Connect 5" x 20' sections of fire hose flanged water hoses EA 9.9230 Connect 125mm x 6m sections of fire hose flanged water hoses EA 9.9230

51.5.54 Vacuum box test existing welds Vacuum box test existing welds51.5.54a 0 - 165' weld LF 0.0500 0 - 50m weld LM 0.1640

51.5.54b 165' weld and above LF 0.0280 50m weld and above LM 0.0919

P.2.4.6 Tank Builders Scaffold 51.5.6 Tank Builders Scaffolding Tank Builders Scaffolding

51.5.61

51.5.61a Special tank scaffold first lift LF 0.4961 Special tank scaffold first lift LM 1.6276

Erect/Dismantle special tank scaffold Unit fully de cked out with boarding, handrails and access

Erect/Dismantle special tank scaffold Unit fully de cked out with boarding, handrails and access

P.2.5 Tank Jacking

P.2.5.1 Tank Jacking 51.6.1 Tank Jacking Tank Jacking51.6.11 Tank Jacking Tank Jacking51.6.11a Tanks less than or equal to 50' in diameter ea Tanks less than or equal to 15m in diameter ea

51.6.11b Tanks 51' - 90' in diameter ea Tanks 15m - 30m in diameter ea

51.6.11c Tanks 91' - 125' in diameter ea Tanks 30m - 40m in diameter ea

51.6.11d Tanks 126' - 160' in diameter ea Tanks 40m - 50m in diameter ea

51.6.11e Tanks 160' - 190' in diameter ea Tanks 50m - 60m in diameter ea

51.6.11f Tanks 191' - 220' in diameter ea Tanks 60m - 70m in diameter ea

51.6.11g Tanks greater than 221' in diameter ea Tanks greater than 70m in diameter ea

287

P.2.5.2 Welding 51.6.2 Welding Welding51.6.21 Gouge out to remove indications and reweld Gouge out to remove indications and reweld51.6.21a Butt welds LF 0.5000 Butt welds LM 1.6404

51.6.21b Fillet welds LF 0.2500 Fillet welds LM 0.8202

51.6.21c Internal Corner welds LF 0.3600 Internal Corner welds LM 1.1811

51.6.21d Sump wall lip seam welds LF 0.5000 Sump wall lip seam welds LM 1.6404

51.6.22 Weld Overlay Weld Overlay51.6.21a Build up weld in single runs LF 0.0940 Build up weld in single runs LM 0.3084

51.6.2351.6.23a 1/4" C.S. plate LF 6mm C.S. plate LM

51.6.23b 5/16" C.S. plate LF 8mm C.S. plate LM

51.6.23c 3/8" C.S. plate LF 10mm C.S. plate LM

51.6.23d 1/2" C.S. plate LF 12mm C.S. plate LM

51.6.23e 9/16" C.S. plate LF 14mm C.S. plate LM

51.6.23f 5/8" C.S. plate LF 16mm C.S. plate LM

51.6.23g 3/4" C.S. plate LF 19mm C.S. plate LM

51.6.23h 7/8" C.S. plate LF 22mm C.S. plate LM

51.6.23i 1" C.S. plate LF 25mm C.S. plate LM

51.6.23j 1-1/8" C.S. plate LF 28mm C.S. plate LM

51.6.23k 1-1/4" C.S. plate LF 32mm C.S. plate LM

51.6.23l 1-3/8" C.S. plate LF 35mm C.S. plate LM

51.6.23m 1-1/2" C.S. plate LF 38mm C.S. plate LM

51.6.23n less than 2" nozzles Each less than 50mm roof nozzles Each

51.6.23o 2" nozzles Each 50mm nozzles Each

51.6.23p 3" nozzles Each 80mm nozzles Each

51.6.23q 4" nozzles Each 100mm nozzles Each

51.6.23r 5" nozzles Each 125mm nozzles Each

51.6.23s 6" nozzles Each 150mm nozzles Each

51.6.23t 8" nozzles Each 200mm nozzles Each

51.6.23u 10" nozzles Each 250mm nozzles Each

51.6.23v 12" nozzles Each 300mm nozzles Each

51.6.23w 14" nozzles Each 350mm nozzles Each

51.6.23x 16" nozzles Each 400mm nozzles Each

51.6.23y 18" nozzles Each 450mm nozzles Each

51.6.23z 20" nozzles Each 500mm nozzles Each

51.6.23aa 22" nozzles Each 550mm nozzles Each

51.6.23bb 24" nozzles Each 600mm nozzles Each

Post Weld Heat Treatment Required for Welding: Post Weld Heat Treatment Required for Welding:

288

Q.1 Civil & Building Norms

Q.2.1.1 Groundworks

EXCAVATION AND FILLING

SITE PREPARATION

Clear site of vegetation; generally; m2 0.05 ft2 0.00

EARTHWORKS

Excavate (by hand)

Excavate; reduce levels maximum depth n e 0.25m m3 1.66 yd3 1.27

maximum depth n e 1.00m m3 1.60 yd3 1.22



Excavate; basement and the like maximum depth n e 0.25m m3 1.70 yd3 1.30




Excavate; pit (isolated) maximum depth n e 0.25m m3 1.77 yd3 1.35




Excavate; pit (more than I Nr)) maximum depth n e 0.25m m3 1.70 yd3 1.30




Excavate; trench n e 300mm width; maximum depth n e 0.25m m3 1.70 yd3 1.30

n e 300mm width; maximum depth n e 1.00m m3 1.65 yd3 1.26



over 300mm width; maximum depth n e 0.25m m3 1.48 yd3 1.13


over 300mm width;; maximum depth n e 2.00m m3 1.81 yd3 1.38










Extra over excavation for working next to existing service; cable or cluster of cables; irrespective of depth m 0.22 ft 0.07

pipe: n e 200 diameter; irrespective of depth m 0.22 ft 0.07

pipe: over 200 n e 300 diameter; irrespective of depth m 0.22 ft 0.07

pipe: over 300 diameter; irrespective of depth m 0.33 ft 0.10

cluster of piping : n e 1m wide; irrespective of depth m 0.33 ft 0.10

Excavate; extra over for working around existing service; cable or cluster of cables, irrespective of depth Nr 0.88 Nr 0.88

pipe: n e 200 diameter; irrespective of depth Nr 0.88 Nr 0.88

pipe: over 200 n e 300 diameter; irrespective of depth Nr 0.88 Nr 0.88

pipe: over 300 diameter; irrespective of depth Nr 1.11 Nr 1.11

cluster of piping : n e 1m wide; irrespective of depth Nr 1.11 Nr 1.11

Excavate; extra over for working in material classified by the Client as contaminated under the provision of the Poisonous Waste Act 1972

irrespective of depth m3 1.13 yd3 0.86

Excavate; pile cap and ground beam

Excavate; remove earth bund

GROUNDWORKS Unit Unit Labour Norm Hrs.

Labour Norm Hrs.

New Work

289

rock; m3 2.92 yd3 2.23

mass concrete; m3 2.92 yd3 2.23

reinforced concrete; m3 4.67 yd3 3.56

coated macadam or asphalt paving; m3 1.17 yd3 0.89

brickwork or blockwork; m3 2.33 yd3 1.78

concrete paving; m3 2.92 yd3 2.23

reinforced concrete paving; m3 4.67 yd3 3.56

concrete paviors 65 thick; m2 0.21 yd3 0.16

brickwork and the like generally; at or above ground level m3 2.92 yd3 2.23

reinforced concrete generally; at or above ground level m3 4.37 yd3 3.34

brickwork fireproofing; at or above ground level m3 3.50 yd3 2.67

reinforced concrete fireproofing; at or above ground level m3 5.19 yd3 3.96

Working space allowance included in excavation man hours

reduce levels, basement and the like m2 0.93 ft2 0.09

pit (1 Nr or in isolation) m2 1.02 ft2 0.10

pit (more than 1 Nr) m2 1.02 ft2 0.10

trench m2 1.02 ft2 0.10

pile cap and ground beam m2 1.02 ft2 0.10

Excavate by machine

Excavate; reduce levels maximum depth n e 0.25m m3 0.34 yd3 0.26




Excavate; basement and the like maximum depth n e 0.25m m3 0.34 yd3 0.26




Excavate; pit (isolated) maximum depth n e 0.25m m3 0.46 yd3 0.35




Excavate; pit (more than I Nr)) maximum depth n e 0.25m m3 0.34 yd3 0.26




Excavate; trench n e 300mm width; maximum depth n e 0.25m m3 0.34 yd3 0.26








Excavate; pile cap and ground beam maximum depth n e 0.25m m3 0.34 yd3 0.26




Excavate; remove earth bund maximum depth n e 0.25m m3 0.23 yd3 0.18




rock; m3 1.48 yd3 1.13

mass concrete; m3 1.48 yd3 1.13

reinforced concrete; m3 2.60 yd3 1.98

coated macadam or asphalt paving; m3 0.74 yd3 0.57

brickwork or blockwork; m3 1.11 yd3 0.85

concrete paving; m3 1.48 yd3 1.13

reinforced concrete paving; m3 2.60 yd3 1.98

concrete paviors 65 thick; m2 0.11 ft2 0.01

brickwork and the like generally; at or above ground level m3 1.48 yd3 1.13

reinforced concrete generally; at or above ground level m3 2.60 yd3 1.98

brickwork fireproofing; at or above ground level m3 1.48 yd3 1.13

reinforced concrete fireproofing; at or above ground level m3 2.97 yd3 2.27

Excavate; extra over for breaking out; irrespective depth of excavation

Excavate; extra over to demolish obstruction ; (removal to an agreed location on site; measured as disposal of excavated material)

Excavate; extra over for working space allowance; (disposal of any surplus excavated material to agreed location on site; backfilling with selected excavated material)

Excavate; extra over for breaking out; irrespective of depth of excavation

Excavate; extra over to demolish obstruction; (removal to an agreed location on site; measured as disposal of excavated material)

290

Working space allowance included in excavation man hours

reduce level , basement and the like m2 0.34 ft2 0.03

pit (1 Nr or in isolation) m2 0.38 ft2 0.04

pit (more than 1 Nr) m2 0.38 ft2 0.04

trench m2 0.38 ft2 0.04

pile cap and ground beam m2 0.38 ft2 0.04

Earthwork support

Support; face of excavation distance between opposing faces n e 2.00m; maximum depth n e 1.00m

m2 0.17 ft2 0.02

distance between opposing faces over 2.00 but n e 4.00m; maximum depth n e 1.00m

m2 0.19 ft2 0.02

distance between opposing faces over 4.00m; maximum depth n e 1.00m

m2 0.22 ft2 0.02

distance between opposing faces n e 2.00m; maximum depth n e 2.0m

m2 0.22 ft2 0.02


m2 0.25 ft2 0.02


m2 0.28 ft2 0.03

distance between opposing faces n e 2.00m; maximum depth n e 4.00m

m2 0.28 ft2 0.03


m2 0.31 ft2 0.03


m2 0.36 ft2 0.03

distance between opposing faces n e 2.00m; maximum depth over 4.00m depth

m2 0.31 ft2 0.03

distance between opposing faces over 2.00 but not exceeding 4.00m; maximum depth over 4.00m

m2 0.34 ft2 0.03

distance between opposing faces over 4.00m; maximum depth over 4.00m depth

m2 0.40 ft2 0.04

curved; irrespective of depth of support m2 0.14 ft2 0.01

in unstable ground; irrespective of depth of support m2 0.29 ft2 0.03

next to roadway; irrespective of depth of support m2 0.29 ft2 0.03

left in; irrespective of depth of support m2 0.00 ft2 0.00

SURFACE TREATMENT

Compacting

Compact surface face of excavation; vertical m2 0.22 ft2 0.02

face of excavation; battered m2 0.22 ft2 0.02

filling; horizontal m2 0.06 ft2 0.01

bottom of excavation; horizonral m2 0.06 ft2 0.01

Trimming

face of excavation; sloping m2 0.22 ft2 0.02

side of cutting; battered m2 0.22 ft2 0.02

side of cutting; vertical m2 0.24 ft2 0.02

side of cutting; battered; in rock m2 0.58 ft2 0.05

side of cutting; vertical; in rock m2 0.58 ft2 0.05

side of embankment; battered m2 0.22 ft2 0.02

side of embankment; vertical m2 0.24 ft2 0.02

Embankment; trimming surface; forming slope angle of slope not exceeding (n e) 15 degees (deg) m2 0.17 ft2 0.02

angle of slope over 15 but n e 30 deg m2 0.17 ft2 0.02



DISPOSAL

Removal by hand

transport to the agreed location on site; for disposal by others m3 0.18 yd3 0.14

transport to the agreed location on site; material classified by the Client as contaminated under the provision of the Poisonous Waste Act 1972; disposal by others.

m3 1.81 yd3 1.38

transport to deposit in spoil heap, for reuse as backfill material m3 0.40 yd3 0.31

Removal by machine

Remove excavated material transport to the agreed location on site; for disposal by others m3 0.18 yd3 0.14

transport to the agreed location on site; material classified by the Client as contaminated under the provision of the Poisonous Waste Act 1972; disposal by others.

m3 0.69 yd3 0.53

transport to deposit in spoil heap, for reuse as backfill material m3 0.21 yd3 0.16

yd3 0.00

Support; extra over all classes of earthwork

Working space allowance to excavation ; disposal of any surplus excavated material; remove to agreed location on site ; filling with select excavated material

Remove excavated material

Trim surface

291

Removal restriction

transport a distance over 10 but n e 25 m m3 0.11 yd3 0.08




transport a distance over 100 m m3 0.21 yd3 0.16





transport a distance over 100 m m3 0.75 yd3 0.57

FILLING

Making up levels

Filling; make up levels; selected excavated material arising from excavation; n e 250mm thick m3 0.50 yd3 0.38

approved imported hardcore; n e 250mm thick m3 0.41 yd3 0.31

approved imported 75 down limestone; n e 250mm thick m3 0.48 yd3 0.37

imported MOT type 1 sub-base; n e 250mm thick m3 0.40 yd3 0.30

imported concreting sand to BS 882; n e 250mm thick m3 0.34 yd3 0.26

imported building sand to BS 1200; n e 250mm thick m3 0.43 yd3 0.33

Filling; make up levels; selected excavated material arising from excavation; over 250mm thick

m3 0.45 yd3 0.35

approved imported low permeability earth filling in earth bund; over 250mm thick

m3 0.31 yd3 0.24

approved imported hardcore; over 250mm thick m3 0.36 yd3 0.28

approved imported 75 down limestone; over 250mm thick m3 0.36 yd3 0.28

imported MOT type 1 sub-base; over 250mm thick m3 0.36 yd3 0.28

imported concreting sand to BS 882; over 250mm thick m3 0.39 yd3 0.30

imported building sand to BS 1200; over 250mm thick m3 0.39 yd3 0.30

imported building sand to BS1200; 50 thick under paving m2 0.02 ft2 0.00

approved imported sand filling; 100 thick m2 0.03 ft2 0.00

approved imported 20 nominal size white limestone chippings; 50 thick

m2 0.02 ft2 0.00

approved imported top soil; 150 thick m2 0.07 ft2 0.01

approved imported top soil; 150 thick sloping side of earth bund m2 0.08 ft2 0.01

Backfilling excavation

Filling; to excavation; selected excavated material arising from excavation; n e 250mm thick m3 0.50 yd3 0.38

approved imported hardcore; n e 250mm thick m3 0.41 yd3 0.31

Filling; to excavation; selected excavated material arising from excavation; over 250mm thick

m3 0.45 yd3 0.35

approved imported low permeability earth filling in earth bund; over 250mm thick

m3 0.31 yd3 0.54

SUNDRY WORK

Laying in position

Form temporary bund; sand bag filled with approved material; laid to form wall m3 1.59 yd3 1.22

Form temporary bund; railway sleepers collect from agreed location on site and lay flat in single layer m2 0.46 ft2 0.04

supply and lay flat in single layer m2 0.10 ft2 0.01

Laying mesh fabric overlay; to slope of embankment angle of slope n e 15 deg m2 0.11 ft2 0.01




membrane; lapped joint m2 0.07 ft2 0.01

membrane; in wrapping to french drain m2 0.09 ft2 0.01

angle of slope over 30 but n e 45 deg; 1.50 x 1.50m grid m2 5.00 ft2 0.47




Form base with; approved bitumen - sand mix; including preparing surface under

tank base bed; laid to conical falls; 50mm thick m2 0.60 ft2 0.06

tank skirt; 50mm thick m2 0.60 ft2 0.06

Removal of excavated material; extra over where access is limited to wheel barrow (Note: first 10m deemed included)

Removal of excavated material; extra over where vehicular access is restricted, using dumper (Note: first 10m deemed included).

Filling; make up levels;

Laying; geotextile membrane on earth

Lay ground anchoring system; comprising ground plate, anchor and tensioning arrangement

292

basket size 2.00 x 1.00 v 0.50m Nr 1.46 Nr 1.46




basket size 6.00 x 2.00 x 0.17m Nr 0.46 Nr 0.46



half brick wall m 0.38 ft 0.12

one brick wall m 0.51 ft 0.16

Lay mattress gabion basket; filling with broken stone, 125mm - 200mm size

Lay wire mesh gabion basket; galvanised mesh 80mm x 100mm; filling with broken stone, 125mm - 200mm size

Wedge and pin; slate in cement mortar(1:4); underside of existing foundation

Pumping out

Provide plant; assume one pump bring to site, installation, maintenance, dismantling. and removal hr 3.00 hr 3.00

hr 0.10 hr 0.10

Apply weedkiller / cut grass see roads, pavings & fencing

Pump out excavations from all ground water in accordance with the Design and Engineering Practice "Civil Engineering Workmanship General Specifications" No 2 Section 3, Clause 2.3.12.

labour attendance on mechanical pumping out of excavation, etc per hour of activity

Clean

293

Reform

Repair ground retaining mesh; damaged area angle of slope n e 15deg m2 0.15 ft2 0.01




retension wire Nr 2.00 Nr 2.00

hole in mesh; vertical; n e 0.50m2 Nr 2.25 Nr 2.25

hole in mesh; horizontal; n e 0.50m2 Nr 2.25 Nr 2.25

laid to conical falls; 50 thick; to tank skirt, including making good new to existing edge

m2 0.72 ft2 0.07

tank skirt 50 thick; in repair, including making good new to existing edges

m2 0.72 ft2 0.07

Underpinning

900mm high, one brick wall m2 11.60 ft2 1.08

900mm high, two brick wall m2 13.78 ft2 15.06































Locating

Locate and repair; leak in water main; existing service and the like





In stages n.e. 1500mm long from one side of existin g wall and foundation, excavate preliminary trench by machine and underpinning pit by hand, partial backfill, partial disposal, earthwork support cutting away projectin g foundation , prepare underside of existing, compact base of pit, plain insitu concrete, formwork, engineering brick work, pitch polymer damp proof course, wedge and pin to undersi de of existing with slate

Excavate; starting at 4.00m below ground level

Repair ground anchor plate, wire and tensioning arrangement;

Repair


Repair base with; approved bitumen - sand mix; including preparing surface under



Repair gabion basket; provide temporary support; reform or weld mesh to make good; refill with approved material

294

Removal of existing retaining structures only. For replacement use NEW rates

Removing

Take up and remove; temporary bund wall transport to agreed location on site; for disposal by others m3 0.79 yd3 0.60

Take up and remove; railway sleepers take up single layer laid flat and transport to agreed location on site; for disposal by others

m2 0.33 ft2 0.03

laid to angle of slope n e 15 deg m2 0.19 ft2 0.02

laid to angle of slope over 15 but n e 30 deg m2 0.19 ft2 0.02







basket size 2.00 x 1.00 v 0.50m nr 1.46 nr 1.46




basket size 6.00 x 2.00 x 0.17m nr 0.46 nr 0.46



Remove material; precast concrete crib retaining wall infill m3 1.75 yd3 1.34

Dismantle and remove existing gabion basket retaining wall

Dismantle and remove existing mattrass gabion basket retaining wall

Remove existing ground anchor, plate and tensioning arrangement to 3.0 x 3.0m grid

Remove existing ground anchor, plate and tensioning arrangement to 1.5 x 1.5m grid

Replace

Take up and remove existing mesh fabric overlay to embankment

295

Q.2.1.2 Piling

PILING

FOUNDATION PILING

Boring

Item 30.00 Item 30.00

450mm diameter; reinforced; 10m long Nr 17.75 Nr 17.75

add up to 15m long; per m m 1.78 ft 0.54

deduct for length less than 10m; per m m -1.78 ft -0.54





add up to 15m long m 2.22 ft 0.68


Item 30.00 Item 30.00










Testing

using pile as tension; first pile Nr 4.00 Nr 4.00

using pile as tension; subsequent pile Nr 2.50 Nr 2.50

Disposal of arising from piling excavation see Groundworks

Labour on foundation pile

450 diameter pile; n e 500 long Nr 1.17 Nr 1.17

450 diameter pile ; over 500 but n e 1m Nr 1.75 Nr 1.75


530 diameter pile; over 500 but n e 1m Nr 2.04 Nr 2.04


600 diameter pile; over 500 but n e 1m Nr 2.33 Nr 2.33

450 diameter pile head Nr 1.17 Nr 1.17



Information on driven foundation piling not provide d

SHEET PILING

Driving

Provide all plant; driving sheet piling; assume one rig bring to site, erection, maintenance, dismantling and removal. Item 30.00 Item 30.00

weight 99.10kg/m2 m2 1.25 ft2 0.12

weight 112.30kg/m2 m2 1.35 ft2 0.13

weight 137.10kg/m2 m2 1.45 ft2 0.13

weight 170.80kg/m2 m2 1.65 ft2 0.15

weight 236.90kg/m2 m2 1.95 ft2 0.18

Labour on sheet piling

Burn off top sheet piling m 0.80 ft 0.24

horizontal m 0.45 ft 0.14

raking m 0.45 ft 0.14

Cut; burning sheet piling

UnitPILING

Install; tripod bored pile; cast in place concrete up to 20.00 N/mm2

Provide all plant; tripod bored;

Unit

Provide all plant; rotary bored;

Install; rotary bored pile; cast in place concrete up to 20.00 N/mm2

Cut off top

Prepare top; exposing reinforcement for pile cap

Test; working to 600 kN/t

New Work

Labour Norm Hrs.

Labour Norm Hrs.

bring to site, erection, maintenance, dismantling at each pile position for 100 Nr piles and removal

bring to site, erection, maintenance, dismantling at each pile position for 100 Nr piles and removal

Drive steel sheet pile

296

Not applicable

Clean

Clean down, remove loose material, prepare and apply approved surface treatment

sheet metal piling, vertical; corrugated m2 0.75 ft2 0.07

Note. After integretary test any broken piles discovered and caused by contractor to be replaced at no cost

Repair

Removal only; replacement as New Rates

Removing

Provide all plant; driven sheet piling; assume one rig bring to site, erection, maintenance, dismantling and removal. Item 30.00

weight 99.10kg/m2 m 0.85 ft 0.26

weight 112.30kg/m2 m 0.85 ft 0.26

weight 137.10kg/m2 m 0.85 ft 0.26

weight 170.80kg/m2 m 0.85 ft 0.26

weight 236.90kg/m2 m 0.90 ft 0.27

Remove / extract damaged or defective sheet piling, provide temporary support to exposed material

Replace

297

Q.2.1.3 Concrete Work

CONCRETE FOUNDATION

Insitu concretePlain;

mass concrete in making up level m3 0.70 yd3 0.53

blinding bed laid on earth ; n e 150 thick m3 0.76 yd3 0.58

foundation; n e 150 thick m3 0.51 yd3 0.39

foundation ; over 150 but n e 450 thick m3 0.51 yd3 0.39

foundation ; over 450 m3 0.50 yd3 0.38

isolated foundation n e 150 thick m3 0.53 yd3 0.40

isolated foundation ; over 150 but n e 450 thick m3 0.52 yd3 0.40

isolated foundation ; over 450 m3 0.51 yd3 0.39

bed; n e 150 thick m3 0.51 yd3 0.39

bed; over 150 but n e 450 thick m3 0.51 yd3 0.39

bed ; over 450 m3 0.50 yd3 0.38

sloping n e 15 degrees m3 0.11 yd3 0.08

sloping over 15 degrees m3 0.13 yd3 0.10

on or against earth or unblinded hardcore m3 0.21 yd3 0.16

Reinforced

foundation; n e 150mm thick m3 1.05 yd3 0.80

foundation; over 150 but n e 450mm thick m3 1.05 yd3 0.80

foundation; over 450mm thick m3 1.05 yd3 0.80

ground beam; n e 150mm thick m3 1.13 yd3 0.86

ground beam; over 150 but n e 450mm thick m3 1.13 yd3 0.86

ground beam; over 450mm thick m3 1.13 yd3 0.86

isolated foundation; n e 150mm thick m3 1.14 yd3 0.87

isolated foundation; over 150 but n e 450mm thick m3 1.14 yd3 0.87

isolated foundation; over 450mm thick m3 1.14 yd3 0.87

machine base; n e 0.5m3; ne 150mm thick m3 1.24 yd3 0.94

machine base; n e 0.5m3; over 150 but n e 450mm thick m3 1.24 yd3 0.94

machine base;n e 0.5m3; over 450mm thick m3 1.24 yd3 0.94

bed; n e 150mm thick m3 1.10 yd3 0.84

bed; over 150 but n e 450mm thick m3 1.07 yd3 0.82

bed; over 450mm thick m3 1.02 yd3 0.78

bed to manhole, duct and the like; n e 150mm thick m3 1.17 yd3 0.89

bed to manhole, duct and the like; over 150mm but n e 450mm thick m3 1.14 yd3 0.87

bed to manhole, duct and the like; over 450mm thick m3 1.08 yd3 0.82

Lay; pour concrete; extra over irrespective of grade or use;

sloping n e 15 degrees; m3 0.18 yd3 0.14

sloping over 15 degrees; m3 0.20 yd3 0.15

on or against unblinded hardcore; m3 0.24 yd3 0.19

600m thick wall m2 3.75 ft2 0.35

1000m thick wall m2 5.00 ft2 0.47

CONCRETE STRUCTURE

Reinforced

slab; n e 150mm thick m3 2.64 yd3 2.02

slab; over 150mm but n e 450mm thick m3 1.27 yd3 0.97

slab; over 450mm thick m3 1.20 yd3 0.92

coffered and troughed slab; n e 150mm thick m3 2.71 yd3 2.07

coffered and troughed slab; over 150 but n e 450mm thick m3 1.30 yd3 0.99

coffered and troughed slab; over 450mm thick m3 1.23 yd3 0.94

Lay; pour concrete; grade C40 to BS 8110 table 3.4

CONCRETE WORK Unit Unit Labour Norm Hrs.

1,750.00Item


Construct; embedded diaphragm retaining wall; contiguous panel construction; panel lengths not exceeding 5m;

1,750.00


Lay; pour concrete; Grade C40 to BS 8110 table 6.2

Lay; pour concrete; extra over irrespective of grade or use; pour

bring to site, erection, maintenance, dismantling assumed for 1000m2 walling and removal

Provide all plant; storage and recyling of bentonite slurry; excavation; insitu or ready mix concrete piling

New Work

Labour Norm Hrs.

Item

298

Lay; pour concrete; extra over irrespective of grade or use;

sloping n e 15 degrees; m3 0.12 yd3 0.09

sloping over 15 degrees; m3 0.18 yd3 0.14

wall; n e 150mm thick m3 4.25 yd3 3.24

wall; over 150 but n e 450mm thick m3 3.99 yd3 3.05

wall; over 450mm thick m3 3.73 yd3 2.85

filling to hollow wall; n e 150mm thick m3 1.58 yd3 1.21

filling to hollow wall; over 150 but n e 450mm thick m3 1.35 yd3 1.03

filling to hollow wall; over 450mm thick m3 1.23 yd3 0.94

isolated beam; n e 150mm thick m3 1.43 yd3 1.09

isolated beam; over 150 but n e 450mm thick m3 1.43 yd3 1.09

isolated beam; over 450mm thick m3 1.43 yd3 1.09

attached beam; n e 150mm thick m3 1.35 yd3 1.03

attached beam; over 150 but n e 450mm thick m3 1.35 yd3 1.03

attached beam; over 450mm thick m3 1.35 yd3 1.03

isolated; beam casing m3 2.86 yd3 2.18

beam casing m3 2.70 yd3 2.06

attached; beam casing m3 2.70 yd3 2.06

isolated; column casing m3 2.85 yd3 2.18

column casing m3 3.01 yd3 2.30

staircase m3 2.55 yd3 1.95

upstand m3 2.55 yd3 1.95

over 5m but n e 10 m above ground level m3 0.42 yd3 0.32

over 10m but n e 20 m above ground level m3 0.64 yd3 0.49

over 20 m above ground level m3 0.86 yd3 0.66

Labour to concrete work

quantity less than 5m3 m3 3.94 yd3 3.01

quantity over 5 but n e 10 m3 m3 1.97 yd3 1.51

quantity over 10 m3 m3 1.31 yd3 1.00

over 2.00 but n e 4.00 m high m3 0.88 yd3 0.68



Treat surface of unset concrete tamping m2 0.04 ft2 0.00

power floating m2 0.09 ft2 0.01

trowelling m2 0.09 ft2 0.01

floated finish m2 0.09 ft2 0.01

trowelled and brushed finish m2 0.13 ft2 0.01

Extra over treated surface for applying red pigment m2 0.07 ft2 0.01

Precast concrete unit

floor spans up to 3.00m; 1200 x 150mm m2 1.59 ft2 0.15floor spans over 3.00 but n e 6.00m; 1200 x 150mm m2 1.62 ft2 0.15

floor spans over 6.00 but n e 7.50m; 1200 x 200mm m2 1.67 ft2 0.16






height n e 1.00m m2 2.25 ft2 0.21

height over 1.00m but n.e. 2.00m m2 2.35 ft2 0.22





Seal and joint; approved material; between precast concrete unit

vertical m 0.08 ft 0.02

125mm thick; height n e 1.00m m2 0.50 ft2 0.05

125mm thick, height over 1.00m but n.e. 2.00m m2 0.55 ft2 0.05

125mm thick; height over 2.00m but n.e. 3.00m m2 0.60 ft2 0.06




Lay; pour concrete; extra over irrespective of grade or use; pumping

Install; retaining wall unit; lifting unit into position

Install; cribwall; precast unit doweless system; dry joint; filled by machine with crushed rock (excavation and foundation not included);

Lay; pour concrete; extra over irrespective of grade or use; hoisting material beyond the first 2.00 m above ground level

Install; prestressed precast concrete structural suspended floor; fixed on hard level bearings

Lay; pour concrete; extra over irrespective of grade or use; place at height

299

Install; lintel; bedded and pointed in cement mortar (1:6) 100 x 150 rectangular; two 12mm mild steel bars; m 0.36 ft 0.11

225 x 150 rectangular; two 12mm mild steel bars; m 0.63 ft 0.19

225 x 225 rectangular; two 12 mm mild steel bars; m 0.93 ft 0.28

250 x 225 boot; two 12 mm mild steel bars; m 1.11 ft 0.34

275 x 225 boot; two 12 mm mild steel bars; m 0.90 ft 0.27

152 x 76mm rectangular; m 0.20 ft 0.06



extra over for fair end nr 0.25 nr 0.25

extra over for angle nr 0.36 nr 0.36

300 x 100 x 75mm rectangular nr 0.23 nr 0.23



standard size 600mm wide; length n e 1000mm nr 3.88 nr 3.88

standard size 600mm wide; length over 1000mm m 3.88 ft 1.18

sleeper of other size m3 15.77 yd3 12.04

Install; cover slab; placing over opening 75mm thick cast in suitable length and width; m2 1.43 ft2 0.13

150mm thick cast in suitable length and width; m2 2.34 ft2 0.22

Formwork; to concrete foundation or structure

Erect formwork and remove; vertical side of foundation; over 1.00m high m2 0.95 ft2 0.09

side of foundation; n e 250mm high m 0.29 ft 0.09

side of foundation; over 250 but n e 500mm high m 0.52 ft 0.16

side of foundation; over 500 but n e 1.00m high m 0.95 ft 0.29

side of ground beam; edge of bed; over 1.00m high m2 0.95 ft2 0.09

side of ground beam; edge of bed; n e 250mm high m 0.29 ft 0.09

side of ground beam; edge of bed; over 250 but ne 500mm high m 0.52 ft 0.16

side of ground beam; edge of bed; over 500 but n e 1.00m high m 0.95 ft 0.29

edge of suspended slab; over 1.00m high m2 1.07 ft2 0.10

edge of suspended slab; n e 250mm high m 0.32 ft 0.10

edge of suspended slab; over 250 but n e 500mm high m 0.59 ft 0.18

edge of suspended slab; over 500 but n e 1.00m high m 1.07 ft 0.33

side of upstand; over 1.00m high m2 1.07 ft2 0.10

side of upstand; n e 250mm high m 0.32 ft 0.10

side of upstand; over 250 but n e 500mm high m 0.59 ft 0.18

side of upstand; over 500 but n e 1.00m high m 1.07 ft 0.33

step in top surface; over 1.00m high m2 1.19 ft2 0.11

step in top surface; n e 250mm high m 0.36 ft 0.11

step in top surface; over 250 but n e 500mm high m 0.65 ft 0.20

step in top surface; over 500 but n e 1000mm high m 1.19 ft 0.36

step in soffit; over 1.00m high m2 1.43 ft2 0.13

step in soffit; n e 250mm high m 0.43 ft 0.13

step in soffit; over 250 but n e 500mm high m 0.81 ft 0.25

step in soffit; over 500 but 100m high m 1.43 ft 0.44

machine base and plinth; over 1.00m high m2 1.17 ft2 0.11

machine base and plinth; n e 250mm high m 0.35 ft 0.11

machine base and plinth; over 250 but n e 500mm high m 0.64 ft 0.20

machine base and plinth; over 500 but n e 1.00m high m 1.17 ft 0.36

extra over for formwork left in; over 1.00m high m2 -0.15 ft2 -0.01

extra over for formwork left in; n e 250mm high m -0.15 ft -0.05

extra over for formwork left in; over 250mm but n e 500mm high m -0.15 ft -0.05

extra over for formwork left in; over 500mm but n e 1.00m high m -0.15 ft -0.05

Install; padstone; bedded and pointed in cement mortar (1:6)

Install; coping; bedded and pointed in cement mortar (1:6)

Install; pipe support; (excluding groundwork and blinding)

300

slab n e 200mm thick; n e 1.50m to soffit m2 0.83 ft2 0.08

slab n e 200mm thick; 1.50m to 3.00m to soffit m2 0.97 ft2 0.09

slab n e 200mm thick; 3.00m to 4.50m to soffit; m2 1.11 ft2 0.10


slab over 200 but n e 300 thick; n e 1.50m high to soffit; m2 0.83 ft2 0.08

slab over 200 but n e 300 thick; 1.50m to 3.00m high to soffit; m2 0.97 ft2 0.09



percentage adjustment; each additional 1.50m lift % % 0.00



















Erect formwork and remove; sloping n e 15 degrees top of structure n e 200mm thick m2 0.96 ft2 0.09

top of structure over 200 but n e 300mm thick m2 1.11 ft2 0.10

Erect formwork and remove; sloping over 15 degrees top of structure n e 200mm thick m2 0.96 ft2 0.09

top of structure over 200 but n e 300mm thick m2 1.11 ft2 0.10

Erect formwork and remove; vertical wall n e 200mm thick m2 0.80 ft2 0.07

wall n e 200mm thick; over 3m above floor level m2 0.96 ft2 0.09

wall n e 200mm thick; interrupted m2 0.91 ft2 0.08

wall n e 200mm thick; battered m2 1.08 ft2 0.10

wall over 200 but n e 300mm thick m2 1.12 ft2 0.10

wall over 200 but n e 300mm thick; over 3m above floor level m2 1.28 ft2 0.12

wall over 200 but n e 300mm thick; interrupted m2 1.40 ft2 0.13

wall over 200 but n e 300mm thick; battered m2 1.58 ft2 0.15

beam attached to slab n e 600mm girth m 0.70 ft 0.21

beam attached to slab; over 600 but n e 900mm girth m 1.00 ft 0.30


beam attached to slab; over 1200 but ne 1500mm girth m 1.41 ft 0.43


beam attached to slab; over 1800 but ne 2100 girth m 1.27 ft 0.39

ft2 0.00

beam attached to wall n e 600mm girth m 0.68 ft 0.21

beam attached to wall; over 600 but n e 900mm girth m 1.00 ft 0.30

beam attached to wall ; over 900 but n e 1200mm girth m 1.27 ft 0.39




isolated beam; n e 600mm girth m 0.70 ft 0.21

isolated beam ; over 600 but 900mm girth m 1.00 ft 0.30

isolated beam ; over 900 but n e 1200mm girth m 1.27 ft 0.39

isolated beam; over 1200 but n e 1500mm girth m 1.41 ft 0.43



Erect formwork and remove; horizontal

Erect formwork and remove; sloping n e 15 degrees

Erect formwork and remove; sloping over 15 degrees from horizontal

Erect formwork and remove; horizontal and vertical; square or rectangular in section

301

beam casing attached to slab n e 600mm girth m 0.70 ft 0.21

beam casing attached to slab over 600 but n e 900mm girth m 1.00 ft 0.30





beam casing attached to wall n e 600mm girth m 0.70 ft 0.21

beam casing attached to wall; over 600 but n e 900mm girth m 1.00 ft 0.30





isolated beam casing n e 600mm girth m 0.70 ft 0.21

isolated beam casing over 600 but n e 900mm girth m 1.00 ft 0.30





column attached to wall n e 600mm girth m 0.70 ft 0.21

column attached to wall over 600 but n e 900mm girth m 1.00 ft 0.30





isolated column n e 600mm girth m 0.70 ft 0.21

isolated column over 600 but n e 900mm girth m 1.00 ft 0.30





column casing attached to wall n e 600mm girth m 0.70 ft 0.21

column casing attached to wall over 600 but n e 900mm girth m 1.00 ft 0.30





isolated column casing n e 600mm girth m 0.70 ft 0.21

isolated column casing over 600 but n e 900mm girth m 1.00 ft 0.30

Isolated column casing over 900 but n e 1200mm girth m 1.27 ft 0.39




sectional area n e 0.003m2 m 0.12 ft 0.04

sectional area over 0.003 but n e 0.01m2 m 0.12 ft 0.04


sectional area over 0.025m2 m 0.16 ft 0.05









wall n e 250mm thick; n e 500 girth Nr 0.22 Nr 0.22

wall n e 250mm thick; over 500 but n e 1.00m girth Nr 0.26 Nr 0.26

wall n e 250mm thick; over 1.00 but n e 2.00m girth Nr 0.38 Nr 0.38

wall n e 250mm thick; over 2.00 but n e 3.00 m girth Nr 0.42 Nr 0.42

wall over 250 but n e 500mm thick; n e 500 girth Nr 0.33 Nr 0.33

wall over 250 but n e 500mm thick; over 500 but n e 1.00m girth Nr 0.37 Nr 0.37

wall over 250 but n e 500mm thick; over 1.00 but n e 2.00m girth Nr 0.49 Nr 0.49


Erect formwork and remove; horizontal or vertical; recess; square or rectangular in section

Erect formwork and remove; horizontal or vertical; nib; square or rectangular in section

Erect formwork and remove; vertical opening; square or rectangular

Erect formwork and remove; horizontal or vertical; rebate; square or rectangular in section

302

wall over 500 but n e 1000mm thick; n e 500 girth Nr 0.44 Nr 0.44

wall over 500 but n e 1000mm thick; over 500 but n e 1.00m girth Nr 0.47 Nr 0.47



slab n e 250 thick; n e 500 girth Nr 0.17 Nr 0.17

slab n e 250mm thick; over 500 but n e 1.00m girth Nr 0.19 Nr 0.19

slab n e 250mm thick; over 1.00 but n e 2.00m girth Nr 0.29 Nr 0.29



slab n e 250mm thick; over 4.00 but n e 5.00 m girth Nr 0.40 Nr 0.40

slab over 250 but n e 500mm thick; n e 500 girth Nr 0.25 Nr 0.25

slab over 250 but n e 500mm thick; over 500 but n e 1.00m girth Nr 0.38 Nr 0.38

slab over 250 but n e 500mm thick; over 1.00 but n e 2.00m girth Nr 0.37 Nr 0.37



slab over 250 but n e 500mm thick; over 4.00 but n e 5.00 m girth Nr 0.50 Nr 0.50

slab over 500 but n e 1000mm thick; n e 500 girth Nr 0.33 Nr 0.33

slab over 500 but n e 1000mm thick; over 500 but n e 1.00m girth Nr 0.36 Nr 0.36




slab over 500 but n e 1000mm thick; over 4.00 but n e 5.00 m girth Nr 0.60 Nr 0.60

Reinforcement

straight t 19.78 t 17.95

bent t 19.78 t 17.95

curved t 19.78 t 17.95

link t 19.78 t 17.95

saving per tonne of mild steel t 0.17 t 0.15

extra over for bar; length 12.00 - 15.00 m t 0.68 t 0.61



bent t 19.78 t 17.95

curved t 19.78 t 17.95

link t 19.78 t 17.95





bent t 19.78 t 17.95

curved t 19.78 t 17.95

link t 19.78 t 17.95





bent t 20.76 t 18.84

curved t 20.76 t 18.84

link t 20.76 t 18.84





bent t 20.76 t 18.84

curved t 20.76 t 18.84

link t 20.76 t 18.84




Install reinforcement; high tensile; in any location: bar - 20mm dia



Erect formwork and remove; horizontal opening; square or rectangular



303


bent t 20.76 t 18.84

curved t 20.76 t 39.59

link t 20.76 t 18.84





bent t 22.75 t 43.40

curved t 22.75 t 66.15

link t 22.75 t 20.64



bent t 23.73 t 21.53

curved t 23.73 t 21.53

link t 23.73 t 21.53


Install reinforcement; Fabric - A142 bed; horizontal m2 0.07 ft2 0.01

wall; vertical m2 0.07 ft2 0.01





Install reinfrocement; Fabric - A393 bed; horizontal m2 0.10 ft2 0.01


Install reinforcement; Fabric - D49 bed; horizontal m2 0.06 ft2 0.01


Install reinforcement; Fabric - D98 bed; horizontal m2 0.08 ft2 0.01


Sundry concrete work

Lay damp proof membrane; lapped at joints and intersection

horizontal m2 0.05 ft2 0.00

under stanchion, pump, base plate; n e 25 thick m2 1.14 ft2 0.11

under stanchion, pump, base plate;; over 25 but n e 37 thick m2 1.21 ft2 0.11



under stanchion, pump, base plate;; over 100 thick m3 8.57 yd3 6.54

under stanchion, pump, base plate; n e 25 thick m2 0.45 ft2 0.04




under stanchion, pump, base plate;; over 100 thick m3 5.03 yd3 3.84

horizontal; polysulphide sealant;12 x 12mm m 0.10 ft 0.03

horizontal; polysulphide sealant;12 x 20mm m 0.12 ft 0.04

horizontal; polysulphide sealant; 20 x 20mm m 0.10 ft 0.03

horizontal; polysulphide sealant; 20 x 25mm m 0.10 ft 0.03

Form joint; expansion; vertical; slab; 12mm compressible filler board; n e 150mm thick m 0.10 ft 0.03

vertical; slab; 12mm compressible filler board; over 150 but n e 300mm thick

m 0.14 ft 0.04


m 0.20 ft 0.06

vertical; slab; 20mm compressible filler board; n e 150mm thick m 0.12 ft 0.04


m 0.18 ft 0.05

vertical; slab; 20mm thick compressible filler board; over 300 but n e 450mm deep

m 0.26 ft 0.08

Form joint; expansion; including 16mm dia dowel bar 600mm long; one end cast in and other end debonded

vertical; slab; 12mm compressible filler board; n e 150mm thick; dowel at 600mm centres

m 0.16 ft 0.05

vertical; slab; 12mm compressible filler board; over 150 but ne 300mm thick; dowel at 600mm centres

m 0.18 ft 0.06

vertical; slab; 12mm compressible filler board; over 300 but n e 450mm thick; dowel at 600mm centres

m 0.21 ft 0.07

Place grouting; cement and sand (1:2); including formwork; fair finished to exposed surface;

Place grouting; cement and sand (1:2); none shrink additive;including formwork; fair finished to exposed surface;

install reinforcementl; high tensile; in any location: bar - 8mm dia

Seal joint



304


m 0.19 ft 0.06

vertical; slab; 12mm compressible filler board; over 150 but n e 300mm thick; 450mm centres

m 0.20 ft 0.06


m 0.24 ft 0.07


m 0.21 ft 0.06

vertical; slab; 12mm compressible filler board; over 150 but ne 300mm thick; dowel at 300mm centres

m 0.23 ft 0.07


m 0.26 ft 0.08

Form joint; expansion; including 20mm dia dowel bar 600mm long; one end cast in and other end debonded

vertical in slab; 20mm compressible filler board; n e 150mm thick; dowel at 600mm centres

m 0.16 ft 0.05

vertical in slab; 20mm compressible filler board; over 150 but ne 300mm thick; dowel at 600mm centres

m 0.18 ft 0.06

vertical in slab; 20mm compressible filler board; over 300 but n e 450mm thick; dowel at 600mm centres

m 0.21 ft 0.07


m 0.19 ft 0.06

vertical in slab; 20mm compressible filler board; over 150 but n e 300mm thick; dowel at 450mm centres

m 0.20 ft 0.06


m 0.24 ft 0.07


m 0.21 ft 0.06


m 0.23 ft 0.07


m 0.26 ft 0.08

Form; contraction joint; crack inducer; including 16mm dia dowel 600mm long bar one end cast in and other end debonded

horizontal surface groove n e 20 x 25 mm; dowel at 600mm centres; irrespective depth of slab

m 0.22 ft 0.07

Form; longitudonal joint; including staggered 12mm dia tie bar cast in at 450mm centres

vertical in slab; n e 150mm thick; m 0.05 ft 0.02

vertical in slab; over 150 but n e 300mm thick; m 0.05 ft 0.02

vertical in slab; over 300 but n e 450mm thick; m 0.05 ft 0.02

column and beam; in area less than 5 m2 m2 0.19 ft2 0.02

column and beam; in area over 5m2 m2 0.13 ft2 0.01

general surface; over 300mm girth m2 0.19 ft2 0.02

Clean

Clean concrete to remove dirt, grease, oil and the like; approved cleaning agent

305

Treating surface of concrete

horizontal; in area n e 0.10m2 nr 0.15 nr 0.15

horizontal; in area over 0.10m2 but n e 1.00m2 nr 0.35 nr 0.35

vertical; in area n e 0.10m2 nr 0.15 nr 0.15

vertical; in area over 0.10m2 but n e 1.00m2 nr 0.35 nr 0.35

horizontal; m 0.16 ft 0.05

vertical; m 0.16 ft 0.05

Paint surface of metalwork See Surface finishes - Painting

Hack; surface of concrete horizontal m2 0.29 ft2 0.03

vertical m2 0.29 ft2 0.03

Grind; surface of concrete horizontal m2 0.29 ft2 0.03


Sand blast; surface of concrete horizontal m2 0.48 ft2 0.04


horizontal m2 0.30 m2 0.03

vertical m2 0.30 m2 0.03

sloping % % 0.00to falls % % 0.00to crossfalls % % 0.00

n e 50mm deep m 0.15 ft 0.04

over 50 but n e 100mm deep m 0.35 ft 0.11

over 100 but n e 200mm deep m 0.53 ft 0.16

Cutting; chase or rebate n e 50mm deep; n e 50mm wide m 0.29 ft 0.09

n e 50mm deep; over 50 but n e 100mm wide m 0.29 ft 0.09

over 50 but n e 100mm deep; n e 50mm wide m 0.44 ft 0.13

over 50 but n e 100mm deep; over 50 but 100mm wide m 0.44 ft 0.13

over 50 but n e 100mm deep; over 100 n e 150mm wide m 0.48 ft 0.15

over 100 but n e 200mm deep; over 50 but n e 100mm wide m 0.70 ft 0.21

over 100 but n e 200mm deep; over 100 but n e 150mm wide m 0.70 ft 0.21

pipe n e 55 dia; m 0.60 ft 0.18

pipe over 55 but n e 110mm dia; m 0.99 ft 0.30

pipe n e 55mm dia Nr 0.61 Nr 0.61

pipe over 55 but n e 110mm dia; Nr 0.99 Nr 0.99

for rag bolt; 50 mm deep Nr 0.20 Nr 0.20

for rag bolt; over 50 but n e 100mm deep Nr 0.20 Nr 0.20

100 x 100mm; over 50 but n e 100mm deep Nr 0.50 Nr 0.50



200 x 200mm ; over 100 but n e 200mm deep Nr 0.73 Nr 0.73



for 6mm dia bolt or dowel; over 50 but n e 100mm deep Nr 0.13 Nr 0.13

for 12mm dia bolt or dowel; over 50 but n e 100mm deep Nr 0.17 Nr 0.17



for 12 dia bolt or dowel; over 100 but n e 200mm deep Nr 0.19 Nr 0.19



200 x 200mm ; over 100 but n e 200 deep Nr 0.73 Nr 0.73





Provide all plant; diamond drilling bring to site; erect; maintain and remove all plant required to carry out

the workItem 0.00 Item 0.00

vertical; 75mm dia; over 100 but n e 200mm deep Nr 0.51 Nr 0.51




vertical; 150mm dia, over 100 but n e 200mm deep Nr 0.65 Nr 0.65

vertical; 150mm dia, over 200 but n e 300mm deep Nr 1.30 Nr 1.30

Cutting; hole

Drilling; hole

Cutting; pinning support

Cutting; pocket

Saw cutting

Fill in hole with suitable material, surface of concrete; finished flush with existing surface.

Fill crack with suitable material;surface of concrete; finished flush with existing surface

Prepare surface; surface of concrete; apply two coats of appoved bonding agent

Repair

Percentage adjustment to "treated surface" for work other than vertical or horizontal

306

Drilling; hole horizontal; 50mm dia, over 100 but n e 200mm deep Nr 0.81 Nr 0.81

horizontal; 50mm dia, over 200 n e 300mm deep Nr 1.62 Nr 1.62

horizontal; 75mm dia, over 100 but n e 200mm deep Nr 0.91 Nr 0.91

horizontal; 75mm dia, over 200 but n e 300mm deep Nr 1.83 Nr 1.83




See also surface treatment - tanking

Prepare surface of concrete; apply approved sealing material; diaphragm walling

Remove defective jointing material between precast concrete units; reform joint and sealing with approved material

Repair

Removal of existing concrete structures only. For replacement use NEW rates

horizontal; volume n e 0.1m3 nr 0.35 Nr 0.35

horizontal; volume over 0.1 but n e 1.00m3 nr 0.30 Nr 0.30

horizontal; volume over 1.0m3 m3 0.25 yd3 0.19

vertical; volume n e 0.1m3 nr 0.35 Nr 0.35

vertical; volume over 0.1 but n e 1.00m3 nr 0.30 Nr 0.30

vertical; volume over 1.0m3 m3 0.25 yd3 0.19













0.00height n e 1.00m m2 0.75 ft2 0.07






0.00

125mm thick; height n e 1.00m m2 0.35 ft2 0.03






600mm thick m3 2.25 yd3 1.72

1000mm thick m3 2.35 yd3 1.79

Break out existing precast concrete structure, provide temporary support, remove material, prepare exposed surface

Replace

Break out existing plain concrete structure, provide temporary support, remove material, prepare exposed surface

Remove precast concrete retaining wall unit, provide temporary support.

Dismantle and remove existing precast concrete crib wall system and infilling;

Break out existing reinforced concrete structure, provide temporary support, remove material, prepare exposed surface

Break out and remove diaphagm wall, provide temporary support

307

Cast into concrete; filling tube with concrete single tube; pipe support anchor and guide; overall length 1.00 m; Nr 7.06 Nr 7.06

three tube; pipe support anchor and guide; overall length 5.25 m; Nr 19.80 Nr 19.80

0.00

mild steel dowel; 6mm dia Nr 0.05 Nr 0.05




tubular pipe support; 'tee' type 600 high Nr 0.56 Nr 0.56



tubular pipe support; "goalpost" type 900 wide x 900 high Nr 0.89 Nr 0.89



Rolled hollow section security post; 100 dia x 1.25m long; Nr 4.23 Nr 4.23

parabolt hot dipped galvanised; nut and washer; 12mm dia ne 150mm long

Nr 0.07 Nr 0.07


Nr 0.10 Nr 0.10


Nr 0.08 Nr 0.08


Nr 0.14 Nr 0.14

parabolt s s grade 316; nut and washer; 12mm dia ne 150mm long Nr 0.10 Nr 0.10




expanding sheath safety bolt; 12mm dia n e 150mm long Nr 0.05 Nr 0.05



ragbolt; nut and washer; 12 diameter n e 150mm long Nr 0.07 Nr 0.07

ragbolt; nut and washer; 16 diameter n e 225mm long Nr 0.02 Nr 0.02

Build into prepared pocket in concrete; grouting in cement sand mortar (1:2); protection with grease and tape

holding down bolt assembly; plate, nut, washer and sleeve; 12mm dia x 200mm long

Nr 0.29 Nr 0.29


Nr 0.32 Nr 0.32


Nr 0.37 Nr 0.37


Nr 0.40 Nr 0.40


Nr 0.41 Nr 0.41


Nr 0.32 Nr 0.32


Nr 0.34 Nr 0.34

Build into prepared pocket one end set with epoxy resin mortar; other end cast into concrete

Build into prepared pocket in concrete; protected with grease and tape

Build into prepared pocket in concrete with cement sand mortar (1:2); line and level; temporary support; taking delivery

No coding available

308

Q.2.1.4 Steelwork

STEELWORK

Fabricating

angle and tee; in length n e 1.50m; n e 10kg per m t 30.00 t 27.22

joist and channel; in length n e 1.50m; n e 10kg per m t 24.00 t 21.78

universal beam; in length n e 1.5m; n e 10kg per m t 20.00 t 18.15

universal column; in length n e 1.50m; over 10kg per m t 26.00 t 23.59

flat; in length n e 1.50m; n e 10kg per m t 20.00 t 18.15

hollow section; in length n e 1.50m; n e 10kg per m t 20.00 t 18.15

angle and tee; in length n e 1.50m; over 10 but n e 20kg per m t 27.00 t 24.50

joist and channel; in length n e 1.50m; over 10 but n e 20kg per m t 22.71 t 20.61

universal beam; in length n e 1.50m; over 10 but n e 20kg per m t 22.71 t 20.61

universal column; in length n e 1.50m; over 10 but n e 20kg per m t 25.00 t 22.69

flat; in length n e 1.50m; over 10 but n e 20kg per m t 31.00 t 28.13

hollow section; in length n e 1.50m; over 10 but n e 20kg per m t 22.71 t 20.61

connection and baseplate; 10 - 20kg per m t 25.00 t 22.69





flats; in length n e 1.50m; over 20 but n e 50kg per m t 20.00 t 18.15


connection and baseplate; over 20 but n e 50kg per m t 16.00 t 14.52

angle and tee; in length n e 1.50m; over 50 but n e 100kg per m t 16.00 t 14.52joist and channel; in length n e 1.50m; over 50 but n e 100kg per m t 12.00 t 10.89

universal beam; in length n e 1.50m; over 50 but n e 100kg per m t 15.00 t 13.61universal column; in length n e 1.50m; over 50 but n e 100kg per m t 15.00 t 13.61



connection and baseplate; over 50 but n e 100kg per m t 12.00 t 10.89

universal beam; in length n e 1.50m; over 100kg per m t 17.00 t 15.43

universal column; in length n e 1.50m; over 100kg per m t 17.00 t 15.43

flat; in length n e 1.50m; over 100kg per m t 25.00 t 22.69

hollow section; in length n e 1.50m; over 100kg per m t 20.00 t 18.15

connection and baseplate; over 100kg per m t 12.00 t 10.89

angle and tee; in length over 1.50m; n e 10kg per m t 30.00 t 27.22

joist and channel; in length over 1.50m; n e 10kg per m t 24.00 t 21.78

universal beam; in length over 1.50m; n e 10kg per m t 20.00 t 18.15

universal column; in length over 1.50m; n e 10kg per m t 26.00 t 23.59

flat; in length over 1.50m; n e 10kg per m t 20.00 t 18.15

hollow section;in length over 1.50m; n e 10kg per m t 20.00 t 18.15

angle and tee; in length over 1.50m; over 10 but n e 20kg per m t 27.00 t 24.50joist and channel; in length over 1.50m; over 10 but n e 20kg per m t 23.00 t 20.87

universal beam; in length over 1.50m; over 10 but n e 20kg per m t 23.00 t 20.87

universal column; in length over 1.50m; over 10 but n e 20kg per m t 25.00 t 22.69

flat; 1in length over 1.50m; over 10 but n e 20kg per m t 31.00 t 28.13

hollow section; in length over 1.50m; over 10 but n e 20kg per m t 23.00 t 20.87







angle and tee; in length over 1.50m; over 50 but n e 100kg per m t 16.00 t 14.52

joist and channel; in length over 1.50m; over 50 but n e 100kg per m t 12.00 t 10.89

universal beam; in length over 1.50m; over 50 but n e 100kg per m t 15.00 t 13.61universal column; in length over 1.50m; over 50 but n e 100kg per m t 15.00 t 13.61

flat; in length over 1.50m; over 50 but n e 100kg per m t 25.00 t 22.69

hollow section; in length over 1.50m; over 50 but n e 100kg per m t 20.00 t 18.15

universal beam; in length over 1.50m over 100kg per m t 17.00 t 15.43

universal column; in length over 1.50m; over 100kg per m t 17.00 t 15.43

flat; in length over 1.50m; over 100kg per m t 25.00 t 22.69

hollow section; in length over 1.50m; over 100kg per m t 20.00 t 18.15

Fabricate; welded or bolted member; galvanised; main structural member;



STEELWORK Norm Hrs. IMPERIAL

Norm Hrs. METRIC

New Work








309

Labour on steelwork, fabrication

slotted hole; n e 10kg per m nr 0.07 nr 0.07

slotted hole; over 10 but n e 20kg per m nr 0.10 nr 0.10



slotted hole; over 100kg per m nr 0.16 nr 0.16

cranked member; n e 10kg per m nr 0.40 nr 0.40

cranked member; over 10 but n e 20kg per m nr 0.50 nr 0.50



cranked member; over 100kg per m nr 1.00 nr 1.00

percentage reduction to fabrication rates % % 0.00

Prepare and apply two coats of 'galvafroid' paint system steelwork t 10.00 t 9.07

Erecting

new structure; n e 10m high t 16.00 t 14.52

new structure; over 10 but n e 20m high t 19.00 t 17.24



inside existing structure; n e 10m high t 17.00 t 15.43

inside existing structure; over 10 but n e 20m high t 20.00 t 18.15

inside existing structure; over 20 but n e 30m high t 21.00 t 19.06

inside building; n e 10m high t 17.00 t 15.43

inside building; over 10 but n e 20m high t 20.00 t 18.15

inside building; over 20 but n e 30m high t 21.00 t 19.06

purlin and cladding rail; n e 10m high m 0.17 ft 0.05

purlin and cladding rail; over 10 but n e 20m high m 0.20 ft 0.06

purlin and cladding rail; over 20 but n e 30m high m 0.20 ft 0.06

12mm dia n e 150mm long nr 0.20 nr 0.20




16mm dia n e 200mm long nr 0.40 nr 0.40Install; galvanised mild steel safety chain 32 x 5mm; including eye bolt and hook nr 0.50 nr 0.50

Flooring

6mm thick; m2 2.00 ft2 0.19

8mm thick; m2 2.23 ft2 0.21

10mm thick; m2 2.40 ft2 0.22

6mm thick m2 1.50 ft2 0.14

8mm thick m2 1.60 ft2 0.15Extra over; erect chequer plate flooring; drilling and tapping; countersunk bolts m2 0.33 ft2 0.03Extra over; erect chequer plate flooring; drilling steel; countersunk bolts m2 0.66 ft2 0.06

6mm thick m 0.70 ft 0.21


10mm thick m 0.70 ft 0.21Extra over; erect chequer plate flooring; circular cutting 6mm thick m 1.00 ft 0.31






6mm thick; size 150 x 50mm nr 0.70 nr 0.70



25mm thick; m2 1.50 ft2 0.14

30mm thick; m2 0.80 ft2 0.07

25mm thick; n e 300 width m2 0.50 ft2 0.05

25mm thick; over 300 but n e 500 wide m2 0.75 ft2 0.07

25mm thick; size 800 x 200 nr 0.50 nr 0.50








30mm thick; m 0.50 ft 0.15

horizontal; 130 x 6mm toe plate; m 0.50 ft 0.15

height allowance; over 10 but n e 20m high m2 0.13 ft2 0.01



Fabricate; cut or form; all sizes and types of members

Erect; chequer plate flooring; standard pattern; galvanised; clamped to steelwork

Erect; framing member;



Install; m s 'Parabolt' sleeve anchor; complete with nut and washer;

Erect; Zed purlin, including fixing accessories and cleats

Erect; chequer plate flooring ; manhole or duct cover; laid loose

Reduction for omission of galvanising structural steel members from fabrication activity

Extra over; erect chequer plate flooring; labour notching around obstruction

Extra over; erect chequer plate flooring; raking cutting

Extra over; erect steel flooring;

Extra over; erect chequer plate floooring; labour forming lifting hole

Extra over; erect open grid flooring; forming nosing to edge

Extra over; erect open grid floring; circular cutting;

Extra over; erect open grid flooring; raking cutting; including edge bar

Extra over; erect open grid flooring; notching around obstruction

Erect open grid flooring; stair tread; including nosing bar and supporting flats; drilled and bolted to steelwork stringers

Install; compressible sleeve anchor bolt; complete with nut and washer;

Erect; open grid flooring; trench cover; laid loose;

Erect; open grid flooring; galvanised; clipped to steelwork

Fabricate; cut or form; all sizes and types of members

310

Handrailing

25mm nominal bore; horizontal m 1.50 ft 0.46

25mm nominal bore; inclined; to staircase m 1.50 ft 0.46

25mm nominal bore; horizontal m 0.50 ft 0.15

forming bend n e 0.50m radius Nr 1.00 nr 1.00

forming bend over 0.50 but n e 1.00m radius Nr 0.90 nr 0.90

bend on plan and elevation nr 0.75 nr 0.75

existing, (each rail) Nr 0.75 nr 0.75

base stringer Nr 0.50 nr 0.50

over 10 but n e 20m high m 0.20 ft 0.06



Ladder

formed from 70 x 70 x 8mm angle; m 1.00 ft 0.31

Extra over; erect; ladder safety cage Nr 1.00 nr 1.00

bolting feet to concrete base (pair) nr 0.60 nr 0.60

additional safety protection to elevated floor at base nr 2.00 nr 2.00

structural steel member t 14.00 t 12.70

secondary steel member t 15.00 t 13.61

open grid flooring m2 0.75 ft2 0.07

chequerplate flooring m2 1.25 ft2 0.12

handrailing m 3.15 ft 0.96

staircase Nr 62.50 nr 62.50

ladder Nr 12.50 nr 12.50

Install holding down bolt assembly, into concrete foundation. See concrete work

structural steel members t 11.50 t 10.44


structural steel member t 12.75 t 11.57





staircase nr 37.50 nr 37.50

ladder nr 6.50 nr 6.50




staircase nr 40.00 nr 40.00

ladder nr 6.50 nr 6.50

Miscellanous metalwork

lintel; 6mm thick x 36mm wide flat m 0.28 ft 0.09

lintel; 9mm thick x 50mm wide flat m 0.35 ft 0.11

arch support; 6mm thick x 36mm wide flat m 0.73 ft 0.22

arch support; 9mm thick x 50mm wide flat m 0.78 ft 0.24

metal frame or plate; n e 100mm wide m 0.07 ft 0.02

metal frame or plate; n e 100mm wide; point one side with mastic m 0.18 ft 0.05

metal frame or plate; n e 100mm wide; point two sides with mastic m 0.28 ft 0.09

Build in; bedded in cement mortar (1:4)

Erect; bolted connections

Erect; welded connections

Erect; bolted connections

Erect; welded connections

Fabricate, offsite, steel; bolted and welded member; including blast cleaning and applying one coat chromate primer, touch up primer and two coats decorative paint and sealer

Extra over; erect; ladder

Erect; ladder galvanised mild steel; including all fixings and safety chain; bolted to steelwork; fixed at any height

Extra over; erect tubular mild steel rail; height allowance

Extra over; erect tubular mild steel rail ; connecting

Extra over; erect tubular mild steel rail; change of direction

Erect; tubular galvanised mild steel, top, middle rail and standards;

Erect; tubular galvanised mild steel; single rail ; bolted to steelwork or concrete; including all drilling and bolting

Note that fabrication hours includes for offsite pr eparation for surface treatment. Blasting surface a nd applying priming coat. Surface Treatment includes for on site touch up onl y

Not applicable see surface treatments25 thick m2 0.30 ft2 0.03

37 thick m2 0.37 ft2 0.03

50 thick m2 0.41 ft2 0.04

See Concretework for NEW grouting 100 thick m2 0.50 ft2 0.05

over 100 thick m3 0.50 yd3 0.38

Clean out; grout under steelwork base plate

Clean

311

Repairs to painting see Surface Treatment

total weight; n e 0.10 tonnes t 26.00 t 23.59

total weight; over 0.10 but n e 0.50 tonnes t 26.00 t 23.59




total weight exceeding 2.00 tonnes t 45.00 t 40.83Extra over; take down structural steelwork; cold cutting percentage addition; cold cutting in lieu of hot cutting % 20.00 % 20.00

6mm thick flooring m2 1.70 ft2 0.16





25mm dia m 0.50 ft 0.15

open grid flooring (area n e 10m2) m2 1.10 ft2 0.10

chequerplate flooring (area n e 10m2) m2 1.11 ft2 0.10

handrailing (length n e 1.50m) m 1.15 ft 0.35

open grid flooring (area n e 10m2) m2 1.08 ft2 0.10

chequerplate flooring (areas n e 10m2) m2 1.09 ft2 0.10

handrailing (length n e 1.50m) m 1.25 ft 0.38

less than 10 in total nr 0.50 nr 0.50

over 10 but n e 25 in total nr 0.40 nr 0.40

over 25 but n e 100 in total nr 0.20 nr 0.20

over 100 in total nr 0.10 nr 0.10

Carefully take down structural steelwork including cutting out bolts, hot cutting; lowering to ground, providing temporary support; storage at location; return members and refixing with new bolts.

Replace clip to open grid flooring; isolated

Re-erect; welded connection

Re-erect; bolted connection

Carefully take up chequer plate or open grid flooring including unbolting fixing devices; setting aside, providing temporary support and protection; return and refix with new bolts or clips.

Carefully dismantle tubular handrailing; including unbolting fixing devices; setting aside, provide temporary protection; return and refix with new bolts

Repair

312

size of member n e 100kg Nr 1.54 nr 1.54

size of member over 100 but n e 250kg Nr 1.54 nr 1.54



size of member over 1000kg Nr 1.54 nr 1.54

open grid flooring (area n e 10m2) m2 1.65 ft2 0.15chequerplate flooring (area n e 10m2) m2 1.65 ft2 0.15handrailing (length n e 1.5m) m 1.65 ft 0.50


total weight;over 0.10 but n e 0.50 tonnes t 10.00 t 9.07




total weight; exceeding 2.00 tonnes t 20.00 t 18.15



total weight;over 0.50 but n e 1.00 tonnes t 10.00 t 9.07

total weight; over 1.00 but ne 1.50 tonnes t 10.00 t 9.07


total weight; exceeding 2.00 tonnes t 20.00 t 18.15Extra over; take down structural steelwork; percentage addition; cold cutting in lieu of hot cutting % 20.00 % 20.00

mild steel n e 13mm thick m 1.50 ft 0.46

mild steel over 13 but ne 25mm thick m 2.00 ft 0.61

mild steel n e 13mm thick m 1.00 ft 0.31

mild steel over 13 but ne 25mm thick m 1.50 ft 0.46
























staircase Nr 5.00 nr 5.00

ladder Nr 1.25 nr 1.25

n e 25mm thick; for bolt n e 25mm dia Nr 0.60 nr 0.60

n e 25mm thick; slotted; for bolt n e 25mm dia; Nr 0.80 nr 0.80

6mm fillet weld m 1.00 ft 0.31

9mm fillet weld m 1.50 ft 0.46

bolt n e 25mm dia; in quanitities 1 - 10 Nr 0.18 nr 0.18

bolt n e 25mm dia; in quanitities 10 - 50 Nr 0.13 nr 0.13n e 25mm dia; to suit 25mm bore nr 0.10 nr 0.10

n e 150mm girth nr 0.10 nr 0.10

25mm bore handrailing m 0.60 ft 0.18

percentage addition for working at height 10 - 20m % 10.00 % 10.00



Extra over; remove and replace steelwork items; height allowance

Remove galvanised bolt and replace; in any location

Welding steelwork; site; in any location

Drilling steelwork; site

Welding new steelwork member into place on site; lifting into position, including removing temporary support

Bolting new steel member into place; lifting into position, including removing temporary support

Dismantle secondary structure; provide temporary support; cutting steel member from structural frame, lowering to ground and disposal

Dismantle steelwork structure; provide temporary support, unbolting steel member from structural frame, lowering to ground and disposal

Fabricate, offsite,

Fabricate, offsite, individual structural steel member

Take down structural steelwork including cutting out bolts, lowering to ground, disposal; hot cutting

Extra for; grinding and touching up surface finish; exposed edge;

Take down structural steelwork including cutting out bolts, lowering to ground, storage at location; hot cutting;

Extra for; take down structural steelwork; hot cutting; including grinding and touching up surface finish exposed edge

Replace

Remove galvanised m s hook bolt and replace complete with nut and washers; in any location

Carefully dismantle; tubular handrail; provide temporary support and protection, dispose

Remove galvanised m s 'U' bolt and replace complete with nut and washers; in any location

Dismantle, provide temporary support.

313

Q.2.1.5 Masonry

BRICKWORK

wall; half brick thick m2 1.12 ft2 0.10

facework one side; half brick thick m2 1.33 ft2 0.12

facework both sides; half brick thick m2 1.56 ft2 0.15

extra over; engineering brickwork; half brick thick; skin of hollow wall m2 0.11 ft2 0.01

extra over; engineering brickwork; half brick thick; building against other work m2 0.12 ft2 0.01

wall; one brick thick m2 1.92 ft2 0.18

facework one side; one brick thick m2 2.11 ft2 0.20

facework both sides; one brick thick m2 2.35 ft2 0.22

extra over; engineering brickwork; one brick thick; skin of hollow wall m2 0.12 ft2 0.01

extra over; engineering brickwork; one brick thick; building against other work m2 0.12 ft2 0.01

wall; one and a half brick thick m2 2.38 ft2 0.22

facework one side; one and a half brick thick m2 2.48 ft2 0.23

facework both sides; one and a half brick thick m2 2.69 ft2 0.25

extra over; engineering brickwork; one and a half brick thick; skin of hollow wall m2 0.17 ft2 0.02

extra over; engineering brickwork; one and a half brick thick; building against other workm2 0.17 ft2 0.02

isolated pier; half brick thick m2 1.23 ft2 0.11

facework all sides; half brick thick m2 1.45 ft2 0.13

isolated pier; one brick thick m2 2.08 ft2 0.19

facework all sides;one brick thick m2 2.28 ft2 0.21

isolated pier; one and a half brick thick m2 2.29 ft2 0.21

facework all sides; one and a half brick thick m2 2.55 ft2 0.24

isolated casing; half brick thick m2 1.23 ft2 0.11

isolated casing; one brick thick m2 2.08 ft2 0.19

isolated casing; one and a half brick thick m2 2.29 ft2 0.21

projection; 225mm wide; half brick thick m 0.35 ft 0.11




percentage adjustment for each additional half brick width; projection % % 0.00

bonding end to existing brickwork; half brick thick m 0.10 ft 0.03

projection; 225mm wide; one brick thick m 0.65 ft 0.20




percentage adjustment for each additional one brick width; projection % % 0.00

bonding end to existing brickwork; one brick thick m 0.18 ft 0.05

projection; 225mm wide; one and a half brick thick m 0.93 ft 0.28




bonding end to existing brickwork; one and a half brick thick m 0.27 ft 0.08

closing cavity vertically; 50mm wide; half brick thick m 0.17 ft 0.05

closing cavity horizontally; 50mm wide; half brick thick m 0.21 ft 0.06

closing cavity raking; 50mm wide; half brick thick m 0.21 ft 0.06




Norm Hrs. IMPERIAL

New Work

Norm Hrs. METRICMASONRY

Lay; engineering brickwork; Class B to BS3921 Table 6; bedded, jointed and pointed cement mortar (1:4)

314




extra over; facing brickwork; half brick thick; skin of hollow wall m2 0.14 ft2 0.01

extra over; facing brickwork;half brick thick; building against other work m2 0.14 ft2 0.01




extra over; facing brickwork; one brick thick;skin of hollow wall m2 0.14 ft2 0.01

extra over; facing brickwork; one brick thick; building against other work m2 0.14 ft2 0.01




extra over; facing brickwork; one and ahalf brick thick;skin of hollow wall m2 0.14 ft2 0.01

extra over; facing brickwork; one and a half brick thick; building against other workm2 0.14 ft2 0.01




facework all sides; one brick thick m2 2.97 ft2 0.28


facework all sides; one and a half thick m2 3.95 ft2 0.37








percentage adjustment for each additional half brick width; projection % % 0.00

bonding end to existing brickwork; half brick thick m 0.19 ft 0.06





percentage adjustment for each additional one brick width; projection % % 0.00

bonding end to existing brickwork; one brick thick m 0.30 ft 0.09





bonding end to existing brickwork; one and a half brick thick m 0.41 ft 0.12







brick on edge band; horizontal; half brick wide; m 0.31 ft 0.10

brick on edge band; horizontal; one brick wide; m 0.38 ft 0.12

percentage adjustment; brick on edge band; for vertical band % % 0.00

brick on end band; horizontal; half brick wide; m 0.42 ft 0.13

brick on end band; horizontal; one brick wide; m 0.76 ft 0.23

percentage adjustment; brick on end band; for vertical band % % 0.00

brick laid flat; sill, coping or step; one brick wide ; horizontal m 0.25 ft 0.08

brick laid flat; sill, coping or step; one brick wide; raking m 0.29 ft 0.09

brick on edge; sill, coping or step; one brick wide ; horizontal m 0.31 ft 0.10

brick on edge; sill, coping or step; one brick wide; raking m 0.36 ft 0.11

brick on end; sill, coping or step; one brick wide ; horizontal m 0.42 ft 0.13

brick on end; sill, coping or step; one brick wide; raking m 0.47 ft 0.14

Lay; facing brickwork; to BS 3921; in cement mortar(1;4)

315

wall 100mm thick; m2 0.55 ft2 0.05

wall 100mm thick; facework; one side m2 0.62 ft2 0.06

wall 100mm thick; facework; two sides m2 0.80 ft2 0.07

extra over blockwork; 100mm thick; building against other work m2 0.07 ft2 0.01

wall 150mm thick m2 0.77 ft2 0.07








isolated pier; 100mm thick m2 0.62 ft2 0.06

facework 100mm thick; flush pointing all sides m2 0.68 ft2 0.06





isolated casing; 100mm thick m2 0.62 ft2 0.06



projection 100mm wide; 100mm thick block m 0.31 ft 0.10






percentage adjustment for each additional 100 block width; projection % % 0.00

facework return; 100mm thick block, flush pointing; 100mm wide; m2 0.38 ft2 0.04

facework return, 100mm thick block; flush pointing; 300mm wide; m2 0.38 ft2 0.04



bonding end 100mm thick block; to existing blockwork m 0.13 ft 0.04







percentage adjustment for each additional 150mm block width; projection % % 0.00facework return; 150mm thick block, flush pointing; 150mm wide; m2 0.48 ft2 0.04












closing cavity vertically; 50mm wide; 100mm thick block m 0.20 ft 0.06

closing cavity horizontally; 50mm wide; 100mm thick block m 0.22 ft 0.07

closing cavity raking; 50mm wide; 100mm thick block m 0.22 ft 0.07
















Lay; precast concrete blockwork: BS 6073; natural aggregate; compresive strength 7N/mm2; 440 x 215 mm in cement mortar (1:6)

316

wall 100mm thick; m2 0.60 ft2 0.06

facework 100mm thick; flush pointing one side m2 0.79 ft2 0.07

facework 100mm thick; flush pointing both sides m2 0.74 ft2 0.07

























percentage adjustment for each additional 100 block width; projection % % 0.00facework return; 100mm thick block, flush pointing; 100mm wide; m2 0.43 ft2 0.04






















Lay; aerated precast concrete blockwork; 440 x 215 as BS 6073, 1364 in cement mortar(1;6)

317

Labour on masonry

50mm wide; building in ends of and including wall ties m2 0.03 ft2 0.00






pipe n e 55mm dia; make good; half brick wall Nr 0.35 Nr 0.12

pipe over 55mm but n e 110mm dia; make good; half brick wall Nr 0.46 Nr 0.21

pipe n e 55mm dia; make good; one brick wall Nr 0.51 Nr 0.26

pipe over 55mm but n e 110mm dia; make good; one brick wall Nr 0.62 Nr 0.39

pipe n e 55mm dia; make good; 100mm thick block wall Nr 0.35 Nr 0.12

pipe over 55mm but n e 110mm dia; make good; 100mm thick block wall Nr 0.46 Nr 0.21

pipe n e 55mm dia; make good; 150mm thick block wall Nr 0.51 Nr 0.26

pipe over 55mm but n e 110mm dia; make good; 150mm thick block wall Nr 0.62 Nr 0.39

weather or angle horizontal; face 50mm wide m 0.16 ft 0.05

weather or angle horizontal; face 100mm wide m 0.28 ft 0.08

edge of flashing m 0.25 ft 0.08

wedge horizontal; half brick thick m 0.38 ft 0.12

wedge horizontal; one brick thick m 0.51 ft 0.16

wedge horizontal; one and a half brick thick m 0.64 ft 0.19

vertical; n e 225mm wide contact surface m2 0.82 ft2 0.08

raking; n e 225mm wide contact surface m2 0.82 ft2 0.08

horizontal; n e 225mm wide contact surface m2 0.78 ft2 0.07

stepped; n e 225mm wide contact surface m2 0.88 ft2 0.08

cavity tray; n e 225mm wide contact surface m2 0.97 ft2 0.09

vertical; over 225mm wide contact surface m2 0.75 ft2 0.07

raking; over 225mm wide contact surface m2 0.75 ft2 0.07

horizontal; over 225mm wide contact surface m2 0.73 ft2 0.07

stepped; over 225mm wide contact surface m2 0.81 ft2 0.08

cavity tray; over 225mm wide contact surface m2 0.91 ft2 0.09

horizontal; 64mm wide m 0.11 ft 0.03

horizontal; 178mm wide m 0.15 ft 0.04

vertical; half brick wall m 0.18 ft 0.06

vertical; one brick wall m 0.32 ft 0.10

vertical; one and a half brick wall m 0.44 ft 0.14

vertical; 100mm block wall m 0.18 ft 0.06




extra; designed joint sealing add face m 0.08 ft 0.03

metal unit; single or composite window; irrespective of wall thickness Nr 2.03 Nr 4.13

metal unit; single pressed metal door; irrespective of wall thickness Nr 4.07 Nr 16.53

metal unit; pair of pressed metal doors; irrespective of wall thickness Nr 8.13 Nr 66.12

extra; metal unit; pointing one side in mastic m 0.54 ft 0.16

air brick; 225 x 150mm; one brick wall; Nr 0.22 Nr 0.05

air brick; 225 x 150mm; one and a half brick wall; Nr 0.30 Nr 0.09Build in; one end Fixing cramp galvanised iron; 250 girth, once bent; one end screwed to

softwood; Nr 0.06 Nr 0.00

Form fillet; cement mortar (1:3)

Form hole or build in;

Pointing; cement mortar (1:3)

Build in; damp proof course; bedded in cement mortar(1:4); allow for laps, ends and angles;

Build in; designed expansion joint; 12 thick jointing material; sealing one face with 12 x 25 deep polysulphide sealant include all associated cutting etc

Form cavity in hollow wall

Form cavity between wall and other work

Build in; cut and pin lug or plug and screw to brickwork

Build in; bedded and pointed in cement mortar (1:4)

Build in; reinforcing joint

vertical; engineering brickwork; general surface m2 0.09 ft2 0.01

vertical; facing brickwork; general surface m2 0.09 ft2 0.01

vertical; concrete blockwork; general surface m2 0.07 ft2 0.01

vertical; aerated blockwork; general surface m2 0.07 ft2 0.01

vertical; engineering brickwork; general surface m2 0.12 ft2 0.01

vertical; facing brickwork; general surface 0.12

vertical; concrete blockwork; general surface m2 0.12 ft2 0.01

vertical; aerated blockwork; general surface 0.12

Remove effloresence with dry brush;

Wash down and clean with approved cleaning agent,

Clean

318

wall; engineering brickwork; fill joint m2 0.13 ft2 0.01

wall; facing brickwork; fill joint 0.13wall; concrete blockwork; fill joint m2 0.07 ft2 0.01

wall; aerated blockwork; fill joint 0.07

wall; brickwork; joint and point with plain mortar m 0.57 ft 0.17

wall; brickwork; joint and point with coloured mortar m 0.57 ft 0.17

wall; blockwork, joint and point with approved mortar m 0.37 ft 0.11

pipe n e 55mm dia; m 0.84 ft 0.26

extra; for making good facing brickwork; pipe n e 55mm dia m 0.13 ft 0.04

pipe over 55 not n e 110mm dia m 1.17 ft 0.36

extra; for making good facing brickwork; pipe over 55 but n e 110mm dia m 0.26 ft 0.08

wall; n e 0.10 m2, half brick thick Nr 0.41 Nr 0.16

wall; over 0.10 but n e 0.25 m2, half brick thick Nr 0.50 Nr 0.25


wall; n e 0.10 m2, one brick thick Nr 0.52 Nr 0.27

wall; over 0.10 but n e 0.25 m2, one brick thick Nr 0.70 Nr 0.49


pipe n e 55mm dia; half brick wall Nr 0.68 Nr 0.46

pipe over 55 nut n e 110mm dia; half brick wall Nr 0.68 Nr 0.46

pipe n e 55mm dia; one brick wall Nr 0.87 Nr 0.75

pipe over 55 nut n e 110mm dia; one brick wall Nr 0.87 Nr 0.75

pipe n e 55mm dia; 100mm thick block wall nr 0.68 Nr 0.46

pipe over 55 nut n e 110mm dia; 100mm thick block wall wall nr 0.68 Nr 0.46

pipe n e 55mm dia; 140mm thick block wall m 0.87 ft 0.26


pipe n e 55mm dia; 150mm thick block wall m 0.95 ft 0.29


pipe support; pipe n e 55mm dia Nr 0.24 Nr 0.06

pipe support; pipe over 55 but n e 110mm dia Nr 0.36 Nr 0.13

Rake out joint

Cut hole; circular; making good

Repair

Cut and pin, make good

Cut chase

Cut hole; square or rectangular; make good

wall; half brick thick;engineering brickwork m2 0.78 ft2 0.07wall; half brick thick; facing brickwork m2 0.78 ft2 0.07wall; one brick thick; engineering brickwork m2 0.98 ft2 0.09wall; one brick thick; facing brickwork m2 0.98 ft2 0.09wall; half brick thick;engineering brickwork m2 1.75 ft2 0.16wall; half brick thick; facing brickwork m2 1.75 ft2 0.16wall; one brick thick; engineering brickwork m2 2.15 ft2 0.20wall; one brick thick; facing brickwork m2 2.15 ft2 0.20

wall; 100mm thick, concrete blockwok m2 0.35 ft2 0.03

wall; 100mm thick, aerated blockwork m2 0.35 ft2 0.03


wall; 150mm thick, concrete blockwork m2 0.37 ft2 0.03

wall; 215mm thick; concrete blockwork m2 0.40 ft2 0.04

wall; 215mm thick; aerated blockwork m2 0.40 ft2 0.04

wall; 100mm thick, concrete blockwok m2 0.82 ft2 0.08



wall; 150mm thick, concrete blockwork m2 0.86 ft2 0.08

wall; 215mm thick; concrete blockwork m2 0.91 ft2 0.08

wall; 215mm thick; aerated blockwork m2 0.91 ft2 0.08

Clean off blocks and clean opening, and select blocks to match existing, lay with approved mortar, jointing and pointing to match existing

Cut out defective blockwork, dispose of material or set aside; clean opening exposed

Replace

Cut out defective brickwork; dispose of material or set aside; clean opening exposed

Clean off bricks, select bricks to match existing; relay with approved mortar, jointing and pointing to match existing

319

Q.2.1.6 Specialist Linings

BRICKWORK




extra over; acid resisting brickwork; half brick thick; skin of hollow wall m2 0.11 ft2 0.01

extra over; acid resisting brickwork; half brick thick; building against other work m2 0.12 ft2 0.01




extra over; acid resisting brickwork; one brick thick; skin of hollow wall m2 0.12 ft2 0.01

extra over; acid resisting brickwork; one brick thick; building against other work m2 0.12 ft2 0.01




extra over; acid resisting brickwork; one and a half brick thick; skin of hollow wall m2 0.17 ft2 0.02

extra over; acid resisting brickwork; one and a half brick thick; building against other workm2 0.17 ft2 0.02




facework all sides; one brick thick m2 2.28 ft2 0.21










Percentage adjustment for each additional half brick width; projection %





Percentage adjustment for each additional one brick width; projection %





Norm Hrs. IIMPERIALSPECIALIST LININGS

Lay; acid resisting brickwork; bedded, jointed and pointed with approved mortar

New Work

Norm Hrs. METRIC

320




extra over; refractory brickwork; half brick thick; skin of hollow wall m2 0.14 ft2 0.01

extra over; refractory brickwork; half brick thick; building against other work m2 0.14 ft2 0.01














facework all sides;one brick thick m2 2.97 ft2 0.28










Percentage adjustment for each additional half brick width; projection %

bonding end; half brick thick; to existing brickwork m 0.19 ft 0.06





Percentage adjustment for each additional one brick width %

bonding end; one brick thick; to existing brickwork m 0.30 ft 0.09





bonding end; one and a half brick thick; to existing brickwork m 0.41 ft 0.12fire proofing vessel; curved radius n e 1m; half brick thick m2 1.42 ft2 0.13

fire proofing vessel; curved radius over 1 but n e 2m; half brick thick m2 1.42 ft2 0.13

fire proofing vessel; curved radius over 2 but n e 4m; half brick thick m2 1.30 ft2 0.12

fire proofing vessel; curved radius over 4m; half brick thick m2 1.21 ft2 0.11

fire proofing vessel; curved diminishing radius n e 1m; half brick thick m2 1.58 ft2 0.15

fire proofing vessel; curved diminishing radius over 1 but n e 2m; half brick thick

m2 1.58 ft2 0.15

fire proofing vessel; curved diminishing radius over 2 but n e 4m; half brick thick

m2 1.44 ft2 0.13

extra for fair face and flush jointing; fire proofing vessel; half brick thick m2 0.00 ft2 0.00

percentage adjustment; half brick thick; fire proofing internally %

fire proofing vessel; curved radius n e 1m; one brick thick m2 2.22 ft2 0.21

fire proofing vessel; curved radius over 1 but n e 2m; one brick thick m2 2.22 ft2 0.21

fire proofing vessel; curved radius over 2 but n e 4m; one brick thick m2 2.14 ft2 0.20

fire proofing vessel; curved radius over 4m; one brick thick m2 1.98 ft2 0.18

fire proofing vessel; curved diminishing radius n e 1m; one brick thick m2 2.38 ft2 0.22

fire proofing vessel; curved diminishing radius over 1 but n e 2m; one brick thick

m2 2.38 ft2 0.22

fire proofing vessel; curved diminishing radius over 2 but n e 4m; one brick thick

m2 2.29 ft2 0.21

extra for fair face and flush jointing; fire proofing vessel; one brick thick m2 0.37 ft2 0.03

percentage adjustment; one brick thick; fire proofing internally %

fire proofing vessel; curved radius n e 1m; one and a half brick thick m2 2.33 ft2 0.22

fire proofing vessel; curved radius over 1 but n e 2m; one and a half brick thick

m2 2.33 ft2 0.22

fire proofing vessel; curved radius over 2 but n e 4m; one and a half brick thick

m2 2.20 ft2 0.21

fire proofing vessel; curved radius over 4m; one and a half brick thick m2 2.06 ft2 0.19

fire proofing vessel; curved diminishing radius n e 1m; one and a half brick thick

m2 2.44 ft2 0.23

fire proofing vessel; curved diminishing radius over 1 but n e 2m; one and a half brick thick

m2 2.44 ft2 0.23

fire proofing vessel; curved diminishing radius over 2 but n e 4m; one and a half brick thick

m2 2.30 ft2 0.21

percentage adjustment; one and a half brick thick; fire proofing internally %

Lay; refractory brickwork; jointed and pointed with approved mortar

321

fire proofing vessel; curved radius n e 1m; 100mm thick m2 1.42 ft2 0.13fire proofing vessel; curved radius over 1 but n e 2m; 100mm thick m2 1.42 ft2 0.13fire proofing vessel; curved radius over 2 but n e 4m; 100mm thick m2 1.30 ft2 0.12fire proofing vessel; curved radius over 4m; 100mm thick m2 1.21 ft2 0.11fire proofing vessel; curved diminishing radius n e 1m; 100mm thick m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 1 but n e 2m; 100mm thick

m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 2 but n e 4m; 100mm thick

m2 1.44 ft2 0.13extra for fair face and flush jointing; fire proofing vessel; 100mm thick m2 0.00 ft2 0.00percentage adjustment; 100mm thick; fire proofing internally %

fire proofing vessel; curved radius n e 1m; 140mm thick m2 2.22 ft2 0.21fire proofing vessel; curved radius over 1 but n e 2m; 140mm thick m2 2.22 ft2 0.21fire proofing vessel; curved radius over 2 but n e 4m; 140mm thick m2 2.14 ft2 0.20fire proofing vessel; curved radius over 4m; 140mm thick m2 1.98 ft2 0.18fire proofing vessel; curved diminishing radius n e 1m; 140mm thick m2 2.38 ft2 0.22fire proofing vessel; curved diminishing radius over 1 but n e 2m; 140mm thick m2 2.38 ft2 0.22

fire proofing vessel; curved diminishing radius over 2 but n e 4m; 140mm thick m2 2.29 ft2 0.21

extra for fair face and flush jointing; fire proofing vessel; 140mm thick m2 0.37 ft2 0.03

percentage adjustment; 140mm thick; fire proofing internally %fire proofing vessel; curved radius n e 1m; m2 1.42 ft2 0.13fire proofing vessel; curved radius over 1 but n e 2m; m2 1.42 ft2 0.13fire proofing vessel; curved radius over 2 but n e 4m; m2 1.30 ft2 0.12fire proofing vessel; curved radius over 4m; m2 1.21 ft2 0.11fire proofing vessel; curved diminishing radius n e 1m; m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 1 but n e 2m; m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 2 but n e 4m; m2 1.44 ft2 0.13percentage adjustment; tiling; fire proofing internally m2 0.00 ft2 0.00fire proofing vessel; curved radius n e 1m; m2 1.42 ft2 0.13fire proofing vessel; curved radius over 1 but n e 2m; m2 1.42 ft2 0.13fire proofing vessel; curved radius over 2 but n e 4m; m2 1.30 ft2 0.12fire proofing vessel; curved radius over 4m; m2 1.21 ft2 0.11fire proofing vessel; curved diminishing radius n e 1m; m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 1 but n e 2m; m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 2 but n e 4m; m2 1.44 ft2 0.13percentage adjustment; lining; fire proofing internally %fire proofing vessel; curved radius n e 1m; m2 1.42 ft2 0.13fire proofing vessel; curved radius over 1 but n e 2m; m2 1.42 ft2 0.13fire proofing vessel; curved radius over 2 but n e 4m; m2 1.30 ft2 0.12fire proofing vessel; curved radius over 4m; m2 1.21 ft2 0.11fire proofing vessel; curved diminishing radius n e 1m; m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 1 but n e 2m; m2 1.58 ft2 0.15fire proofing vessel; curved diminishing radius over 2 but n e 4m; m2 1.44 ft2 0.13percentage adjustment to fire proofing rates for fire proofing internally %

Lay; refractory tiling; jointed and pointed with approved mortar

Lay; refractory blockwork; jointed and pointed with approved mortar

Apply refractory lining; fabric reinforcement

Apply refractory mortar

vertically or curved; acid resisting brickwork m2 0.09 ft2 0.01

vertically or curved; refractory brickwork m2 0.09 ft2 0.01

vertically or curved; refractory blockwork m2 0.05 ft2 0.00

vertically or curved; refractory tiling m2 1.13 ft2 0.11

vertically or curved; refractory lining m2 0.09 ft2 0.01

vertically or curved; acid resisting brickwork m2 0.12 ft2 0.01

vertically or curved; refractory brickwork m2 0.12 ft2 0.01

vertically or curved; refractory blockwork m2 0.08 ft2 0.01

vertically or curved; refractory tiling m2 0.60 ft2 0.06

vertically or curved; refractory lining m2 0.12 ft2 0.01

Clean

Remove effloresence with dry brush;

Wash down and clean with approved cleaning agent,

322

wall; vertical or curved; acid resisting brickwork, m2 0.37 ft2 0.03wall; vertical or curved; refractory brickwork, m2 0.37 ft2 0.03wall; vertical or curved; refractory blockwork, m2 0.27 ft2 0.03wall; vertical or curved; refractory tiling, m2 0.47 ft2 0.04wall; vertical or curved; acid resisting brickwork, m 0.15 ft 0.05

wall; vertical or curved; refractory brickwork, m 0.15 ft 0.05

wall; vertical or curved; refractory blockwork, m 0.15 ft 0.05

wall; vertical or curved; refractory tiling, m 0.15 ft 0.05

Repair crack in refractory lining; approved filling material wall; vertical or curved; refractory lmortar; m 0.26 ft 0.08

wall; n e 0.10 m2, half brick thick Nr 0.41 Nr 0.41

wall; ; over 0.10 but n e 0.25 m2, half brick thick Nr 0.50 Nr 0.50





wall; ; n e 0.10 m2, half brick thick Nr 0.41 Nr 0.41






wall; n e 0.10 m2, 100mm block wall Nr 0.41 Nr 0.41

wall, over 0.10m2 but n e 0.25 m2, 100mm block wall Nr 0.50 Nr 0.50

wall; over 0.25m2; n e 0.50 m2, 100mm block wall Nr 0.61 Nr 0.61

wall; n e 0.10 m2, 140mm block wall Nr 0.52 Nr 0.52

wall, over 0.10 but n e 0.25 m2, 140mm block wall Nr 0.70 Nr 0.70

wall; over 0.25 but n e 0.50 m2, 140mm block wall Nr 0.79 Nr 0.79

wall; n e 0.10 m2, Nr 0.41 Nr 0.41

wall; over 0.10 but n e 0.25 m2, Nr 0.41 Nr 0.41

wall; over 0.25 but n e 0.50 m2, Nr 0.41 Nr 0.41

wall; area n e 0.10m2 m2 1.15 ft2 0.11wall; area over 0.10 but n e 0.50m2 m2 1.50 ft2 0.14

wall; area over 0.50 but ne 1.00m2 m2 1.85 ft2 0.17

Extra over cut out and reuse refractory material percentage additional curved; %

Repair

Rake out joint

Rake out joint; fill joint and point with approved material

Cut out defective refractory lining material, prepare surface of background, and apply thickness of approved material to finish flush with existing

Carefully cut out loose or defective acid resisting brickwork, clean off bricks, clean opening exposed, reuse bricks, laid and jointed with approved mortar, and pointing to match existing

Carefully cut out loose or defective refractory brickwork, clean off bricks, clean opening exposed, reuse bricks, laid and jointed with approved mortar, and pointing to match existing

Carefully cut out loose or defective refractory blockwork, clean off bricks, clean opening exposed, reuse bricks, laid and jointed with approved mortar, and pointing to match existing

Carefully cut out loose or defective refractory tiling, clean off tiles, clean opening exposed, reuse tiles, laid and jointed with approved mortar, and pointing to match existing

Removal of refractory material only, for replacemen t use NEW rates

wall; vertical or curved; half brick thick, m2 1.67 ft2 0.16wall; vertical or curved; one brick thick, m2 3.05 ft2 0.28

hollow wall; vertical or curved; half brick skin, m2 1.67 ft2 0.16

hollow wall; vertical or curved; one brick skin, m2 3.05 ft2 0.28

wall; vertical or curved; half brick thick, m2 1.67 ft2 0.16

wall; vertical or curved; one brick thick, m2 3.05 ft2 0.28

hollow wall; vertical or curved; half brick skin, m2 1.67 ft2 0.16

hollow wall; vertical or curved; one brick skin, m2 3.05 ft2 0.28

wall; vertical or curved; 100mm thick m2 1.67 ft2 0.16

wall; vertical or curved; 140mm thick, m2 3.05 ft2 0.28wall, vertical or curved; over 1.00m2 m2 0.45 ft2 0.04

Cut out defective refractory tiling material, prepare surface of background,

Cut out defective refractory brickwork material and remove, clean opening exposed.

Cut out defective refractory blockwork material and remove, clean opening exposed.

Cut out defective acid resisting brickwork material and remove, clean opening exposed.

Replace

323

Q.2.1.7 Surface Treatments

Surface Treatments includes for surface application s to surfaces other than for asthetics such as fire proofingSee also - Building - Surface finishes

See also Masonry for brickwork fireproofing

vertical; 20mm thick three coat covering; m2 0.45 ft2 0.04


vertical; 40mm thick four coat covering; m2 0.63 ft2 0.06

horizontal; 13mm thick one coat covering; m2 0.31 ft2 0.03

horizontal; 20mm thick two coat covering; m2 0.45 ft2 0.04

horizontal; 30mm thick three coat covering; m2 0.57 ft2 0.05

vertical; 13mm thick one coat covering; m2 0.31 ft2 0.03

vertical; 20mm thick two coat covering; m2 0.45 ft2 0.04


forming; vertical or horizontal; penetration; pipe n e 55mm dia nr 0.25 Nr 0.06

forming;vertical or horizontal; penetration; pipe over 55 n e 100dia nr 0.36 Nr 0.13

horizontal on slab; 500 grade m2 0.09 ft2 0.01


horizontal on slab; heavy duty grade m2 0.12 ft2 0.01

vertical dressed up face of concrete or masonry; 1000 grade m2 0.17 ft2 0.02

forming; vertical or horizontal; penetration; pipe n e 55mm dia nr 0.25 Nr 0.06

forming; vertical or horizontal; penetration; pipe over 55 n e 100dia nr 0.36 Nr 0.13vertical four faces; 25mm thick; 2 hour fire protection rating;n e 600mm girth

m 0.69 ft 0.21

vertical four faces; 25mm thick; 2 hour fire protection rating; over 600mm but n e 1200 girth

m 0.83 ft 0.25


m 1.16 ft 0.35

vertical four faces; 55mm thick; 4 hour fire protection rating;n e 600mm girth

m 0.83 ft 0.25


m 1.02 ft 0.31


m 1.39 ft 0.42

3 faces; 30mm thick; 2 hour fire protection rating n e 600mm girth m 0.56 ft 0.17

3 faces; 30mm thick; 2 hour fire protection rating; over 600mm but n e 1200 girth

m 0.69 ft 0.21

3 faces; 30mm thick; 2 hour fire protection rating; over 1200mm but n e 1800 girth

m 0.83 ft 0.25

3 faces; 60mm thick; 4 hour fire protection rating; n e 600mm girth m 0.69 ft 0.213 faces; 60mm thick; 4 hour fire protection rating; over 600mm but n e 1200 girth m 0.83 ft 0.253 faces; 60mm thick; 4 hour fire protection rating; over 1200mm but n e 1800 girth m 1.02 ft 0.31

See also Building - surface finishes

For surface treatment - steelwork

Apply intumescent coating; two coats; steelwork structure; over 300mm girth m2 0.99 ft2 0.09steelwork structure; soffit over 300mm girth m2 0.29 ft2 0.03

Apply; epoxy resin sealer; two coats; concrete floor; over 300mm girth m2 0.19 ft2 0.02

Apply; floor hardener and dust proofer; two coats; concrete floor; over 300mm girth m2 0.24 ft2 0.02Apply cement paint; two coats brickwork or blockwork wall; over 300mm girth m2 0.31 ft2 0.03

brickwork or blockwork wall; over 300mm girth m2 0.50 ft2 0.05

SURFACE TREATMENTS

Install gypsum board; column casing; fixed with adhesive; joints pointed in adhesive

Install gypsum board; beam lining; fixed with adhesive; joints pointed in adhesive

Apply waterproof rendering; prepare surface of concrete, brickwork or blockwork; steel trowelled

Labour Norm Hrs.

Labour Norm Hrs.

New Work

Apply mastic asphalt tanking; prepare surface of concrete, or other background

Install flexible sheet tanking, lapped joints,

Apply; primer one coat; two undercoats and oil gloss paint one finishing coat;

See Repair - Touch up, assuming offsite preparatio n

Apply sealer one coat; external grade emulsion paint two coats;

324

Clean down waterproof rendering; approved cleaning agent vertical; surface over 300mm girth, m2 0.02 ft2 0.00

horizontal; surface over 300mm girth, m2 0.02 ft2 0.00

vertical; surface over 300mm girth, m2 0.02 ft2 0.00Clean down of sheet tanking; approved cleaning agent horizontal; surface over 300mm girth, m2 0.05 ft2 0.00

vertical; surface over 300mm girth, m2 0.05 ft2 0.00

column; fire boarding, m2 0.03 ft2 0.00

beam; fire boarding, m2 0.03 ft2 0.00

column; general surface over 300mm girth m2 0.03 ft2 0.00

beam; general surface over 300mm girth m2 0.03 ft2 0.00

wall; general surface over 300mm girth m2 0.03 ft2 0.00

See also Masonry for clean down surface of brickwor k

Clean

Clean down intumescent application covering; approved cleaning agent

Clean down fire proofing; approved cleaning agent

Clean down cement paint; approved cleaning agent;

Clean down of mastic asphalt tanking; approved cleaning agent

vertical; in area n e 1.00m2 m2 0.50 ft2 0.05

vertical; m 0.15 ft 0.05


horizontal; in area n e 1.00m2 m2 0.50 ft2 0.05

penetration; pipe n e 55mm dia nr 0.25 Nr 0.06

penetration; pipe over 55 but n e 110mm dia nr 0.37 Nr 0.14




horizontal; in area n e 1.00m2 m2 0.50 ft2 0.05

penetration; pipe n e 55mm dia nr 0.25 Nr 0.06

penetration; pipe over 55 but n e 110mm dia nr 0.37 Nr 0.14



column; in area n e 1.00m2 m2 0.15 ft2 0.01

beam; in area n e 1.00m2 m2 0.15 ft2 0.01



structural steelwork; in area n. e.1.00m2 m2 1.25 ft2 0.12

surface, soffit m2 0.19 ft2 0.02

vertical; structural steel member m2 0.25 ft2 0.02

horizontal; structural steel member m2 0.25 ft2 0.02

vertical or secondary steel member m2 0.27 ft2 0.03

horizontal; secondary steel member m2 0.27 ft2 0.03

horizontal; open grid flooring m2 0.23 ft2 0.02

horizontal; chequerplate flooring m2 0.21 ft2 0.02


staircase m2 2.00 ft2 0.19

ladder m 0.30 ft 0.09

concrete column and beam; in area less than 5 m2 m2 0.29 ft2 0.03concrete column and beam; in area over 5m2 m2 0.24 ft2 0.02


horizontal m2 0.22 ft2 0.02


Repair damage area; finish steelwork; clean surface; approved cleaning agent; apply zinc primer one coat; decorative paint two coats and sealer

Repair damaged area; sheet tanking; approved material to match existing

Repair damaged area; mastic asphalt tanking; approved material to match existing

Repair

Repair damaged area; waterproof rendering; approved material to match existing

Repair crack; waterproof rendering; approved material to match existing

Repair crack; mastic asphalt tanking; approved material to match existing

Repair crack; sheet tanking; approved material to match existing

Repair damaged area; intumescence paint application; approved material to match existing;

Repair damaged area; finish to permanent formwork; apply approved painting system

Repair damaged area; surface of fire protection boarding; approved material to match existing; finishing flush.

Carefully clean out damaged joint between fire boarding; apply approved jointing compound to reform joint

Repair damaged area; painted finish; clean surface; approved cleaning agent; apply reactive silicone primer one coat; of acrylic polymer topcoat one coat,

Repair damaged area; painted surface of concrete, clean surface; approved cleaning agent; apply approved painting system.

Repair damaged area; painted surface of brickwork or blockwork, clean surface ; approved cleaning agent; apply approved painting system

325

Removal of existing applications only, For replacem ent use NEW rates

vertical; 20mm thick; m2 0.09 ft2 0.01vertical; 25mm thick; m2 0.09 ft2 0.01vertical; 40mm thick; m2 0.09 ft2 0.01

horizontal; 13mm thick covering; m2 0.14 ft2 0.01



vertical; 13mm thick covering; m2 0.14 ft2 0.01





horizontal on slab; heavy duty grade m2 0.16 ft2 0.01

vertical; 1000 grade m2 0.15 ft2 0.01

column; four faces; 25mm thick; m2 0.06 ft2 0.01

column; four faces; 55mm thick; m2 0.07 ft2 0.01

beam; three faces; 30mm thick; m2 0.06 ft2 0.01

beam; three faces; 60mm thick; m2 0.07 ft2 0.01

steelwork surface, over 300mm girth m2 0.15 ft2 0.01

vertical; structural steel member m2 0.12 ft2 0.01

horizontal; structural steel member m2 0.12 ft2 0.01

vertical; secondary steel member m2 0.12 ft2 0.01

horizontal; secondary steel member m2 0.12 ft2 0.01

horizontal; open grid flooring m2 0.05 ft2 0.00

horizontal; chequerplate flooring m2 0.16 ft2 0.01


staircase nr 0.26 Nr 0.07

ladder nr 0.18 Nr 0.03

soffit of permanent formwork m2 0.22 ft2 0.02


horizontal m2 0.12 ft2 0.01Strip off paint system, surface of brickwork or blockwork wall; prepare backgound to receive new


Carefully remove and dispose; mastic asphalt tanking; concrete; prepare background to receive new

Carefully remove and dispose; sheet tanking; to concrete or brickwork or blockwork; prepare background to receive new

Carefully remove and dispose; fire board casing; to steelwork, prepare background to receive new.

Replace

Strip off paint system; surface of concrete, prepare background to receive new

Carefully remove and dispose; waterproof rendering; brickwork or blockwork; prepare backgound to receive new

Strip off paint system; surface of metalwork; prepare background to receive new

Carefully remove and dispose; intumescent paint application; clean down background and prepare surface to receive new.

Strip off and dispose paint system, surface of steelwork; prepare background to receive new

326

Q.2.1.8 Drainage

EARTHWORKS

By hand

n e 250mm average (ave) depth; pipe n e 200mm dia m 0.27 ft 0.08

500mm ave depth; pipe n e 200mm dia m 0.27 ft 0.08


1.00m ave depth; pipe n e 200mm dia m 0.75 ft 0.23

















n e 250mm ave depth; pipe over 200 but n e 300mm dia m 0.36 ft 0.11

500mm ave depth; pipe over 200 but n e 300mm dia m 0.36 ft 0.11


1.00m ave depth; pipe over 200 but n e 300mm dia m 0.96 ft 0.29





































By machine

n e 250mm average (ave) depth; pipe n e 200mm dia m 0.12 ft 0.04



















5.00m ave depth; pipe n e 200mm dia m 3.35 ft 1.02Extra over; for excavation by hand for the first 1m m 0.75 ft 0.23

DRAINAGE

Excavate trench; provide temporary support; backfill with selected excavated material; remainder remove to agreed location on site;

Labour Norm Hrs.




Labour Norm Hrs.

New Work

327





















Extra over; for excavation by hand for the first 1m m 0.96 ft 0.29




















5.00m ave depth; pipe over 300 but n e 400mm dia m 9.61 ft 2.93extra over; excavation by hand for the first 1m m 0.96 ft 0.29

service; single pipe; n e 200mm dia pipe, 250mm ave depth m 0.30 ft 0.09




service; two pipe cluster; n e 200mm dia pipe, 250mm ave depth m 0.33 ft 0.10




service; four pipe cluster; n e 200mm dia pipe, 250mm ave depth m 0.63 ft 0.19




service; eight pipe cluster; n e 200mm dia pipe, 250mm ave depth m 0.63 ft 0.19




rock m3 1.63 yd3 1.25

concrete m3 1.63 yd3 1.25

reinforced concrete m3 2.86 yd3 2.18

brickwork or blockwork m3 1.23 yd3 0.94

coated macadam or asphalt m3 0.82 yd3 0.62

compacted hardcore m3 0.82 yd3 0.62

100mm thick concrete paving; pipe n e 200mm dia m 0.52 ft 0.16

100mm thick concrete paving; pipe over 200 but n e 300mm dia m 0.74 ft 0.23

100mm thick concrete paving; pipe over 300 but n e 400mm dia m 0.74 ft 0.23

100mm thick reinforced concrete paving; pipe n e 200mm dia m 0.59 ft 0.18

100mm thick reinforced concrete paving; pipe over 200 but n e 300mm dia

m 0.87 ft 0.27

100mm thick reinforced concrete paving; pipe over 300 but n e 400mm dia

m 0.87 ft 0.27

200mm thick reinforced concrete road; pipe n e 200mm dia m 1.34 ft 0.41

200mm thick reinforced concrete road; pipe over 200 but n e 300mm dia m 1.67 ft 0.51

200mm thick reinforced concrete road; pipe over 300 but n e 400mm dia m 1.67 ft 0.51

100mm thick brick or block paving, pipe n e 200mm dia m 1.21 ft 0.37

100 thick brick or block paving, pipe over 200 but n e 300mm dia m 1.21 ft 0.37

100mm thick brick or block paving, pipe over 300 but n e 400mm dia m 1.21 ft 0.37

100mm thick paving; pipe n e 200mm dia m 1.21 ft 0.37

100mm thick paving; pipe over 200 but n e 300mm dia m 1.21 ft 0.37

100mm thick paving; pipe over 300 but n e 400mm dia m 1.21 ft 0.37

Excavate trench; provide temporary support; backfill with selected excavated material; remainder remove to agreed location on site

Extra over excavation for breaking out; irrespective of depth of excavation; paving and hardcore bed under; reinstatement to match existing

Extra over excavation for breaking out; irrespective of depth of excavation; flexible road surfacing and bed under

Extra over excavation for breaking out; irrespective of depth of excavation; paving and bed under; including setting aside bricks or blocks for use in reinstatement


Extra over excavation for breaking out; irrespective of depth of excavation


328

existing service cable or group of cabling; pipe n e 200mm dia. m 0.22 ft 0.07

existing service pipe n e 200mm dia; pipe n e 200mm dia m 0.22 ft 0.07

existing service pipe n e 300mm dia; pipe n e 200mm dia m 0.22 ft 0.07

existing service pipe n e 400mm dia; pipe n e 200mm dia. m 0.33 ft 0.10

existing service pipe; group; n e 1m wide; pipe n e 200mm dia m 0.33 ft 0.10

existing service cable or group of cabling; pipe over 200 but n e 300mm dia. m 0.22 ft 0.07

existing service pipe n e 200mm dia; pipe over 200 but n e 300mm dia m 0.22 ft 0.07


existing service pipe n e 400mm dia; pipe over 200 but n e 300mm dia. m 0.33 ft 0.10

existing service pipe; group; n e 1m wide; pipe over 200 but n e 300mm dia m 0.33 ft 0.10

existing service cable or group of cabling; pipe over 300 but n e 400mm dia. m 0.22 ft 0.07



existing service pipe n e 400mm dia; pipe over 300 but n e 400mm dia. m 0.33 ft 0.10

existing service pipe; group; n e 1m wide; pipe over 300 but n e 400mm dia m 0.33 ft 0.10

existing service cable or group of cabling; pipe n e 200mm dia nr 0.88 Nr 0.88

existing service pipe n e 200mm dia; pipe n e 200mm dia; nr 0.88 Nr 0.88

existing service pipe n e 300mm dia; pipe n e 200mm dia nr 0.88 Nr 0.88

existing service pipe n e 400mm dia; pipe n e 200mm dia nr 1.11 Nr 1.11

existing service pipe; group; n e 1m wide; pipe n e 200mm dia nr 1.11 Nr 1.11

existing service cable or group of cabling; pipe over 200 but n e 300mm dia nr 0.88 Nr 0.88

existing service pipe n e 200mm dia; pipe over 200 but n e 300mm dia; nr 0.88 Nr 0.88

existing service pipe n e 300mm dia; pipe over 200 but n e 300mm dia nr 0.88 Nr 0.88


existing service pipe; group; n e 1m wide; pipe over 200 but n e 300mm dia nr 1.11 Nr 1.11

existing service cable or group of cabling; pipe over 300 but n e 400mm dia nr 0.88 Nr 0.88

existing service pipe n e 200mm dia; pipe over 300 but n e 400mm dia; nr 0.88 Nr 0.88



existing service pipe; group; n e 1m wide; pipe over 300 but n e 400mm dia nr 1.11 Nr 1.11

pipe n e 200mm dia m 0.69 ft 0.21

pipe over 200 but n e 300mm dia m 0.69 ft 0.21

pipe over 300 but n e 400mm dia m 0.69 ft 0.21

Filling

400 x 250mm thick m 0.10 ft 0.03

450 x 300mm thick m 0.13 ft 0.04

500 x 350mm thick m 0.14 ft 0.04

600 x 450mm thick m 0.17 ft 0.05

750 x 600mm thick m 0.24 ft 0.07

400 x 400mm thick m 0.24 ft 0.07

450 x 450mm thick m 0.26 ft 0.08

500 x 500mm thick m 0.40 ft 0.12

600 x 600mm thick m 0.38 ft 0.12

750 x 750mm thick m 0.49 ft 0.15

400 x 400mm thick m 0.34 ft 0.10

450 x 450mm thick m 0.39 ft 0.12

500 x 500mm thick m 0.56 ft 0.17

600 x 600mm thick m 0.71 ft 0.22

750 x 750mm thick m 0.88 ft 0.27

400 x 400mm thick m 0.33 ft 0.10

450 x 450mm thick m 0.30 ft 0.09

500 x 500mm thick m 0.38 ft 0.12

600 x 600mm thick m 0.48 ft 0.15

750 x 750mm thick m 0.76 ft 0.23

400 x 250mm thick m 0.33 ft 0.10

450 x 300mm thick m 0.43 ft 0.13

500 x 350mm thick m 0.54 ft 0.16

600 x 450mm thick m 0.70 ft 0.21

750 x 600mm thick m 1.06 ft 0.32

400 x 400mm thick m 0.21 ft 0.06

450 x 450mm thick m 0.23 ft 0.07

500 x 500mm thick m 0.26 ft 0.08

600 x 600mm thick m 0.31 ft 0.09

750 x 750mm thick m 0.40 ft 0.12

400 x 400mm thick m 0.58 ft 0.18

450 x 450mm thick m 0.75 ft 0.23

500 x 500mm thick m 0.93 ft 0.28

600 x 600mm thick m 1.24 ft 0.38

750 x 750mm thick m 1.66 ft 0.51

Pipework

trench; pipe 150mm dia m 3.12 ft 0.95






duct; pipe 150mm dia m 3.06 ft 0.93






Extra over excavation irrespective of depth; working around existing; crossing excavation

Lay; bed and haunch; plain insitu concrete

Lay G R E pipework; including testing

Lay G R E pipework; including testing

Extra over excavation irrespective of depth; working next existing

Lay; bed and haunch; granular material

Lay; bed and surround; plain insitu concrete

Lay; bed and surround; granular material

Protect with road plate to facilitate the passage of vehicular traffic over open trench excavation; irrespective depth of excavation (2 weeks hire period)

Lay; vertical casing; plain insitu concrete

Lay; vertical casing; granular material

Lay; bed and surround; sand

329

blank cap; pipe 150mm dia nr 1.89 Nr 1.89






reducer 200 to 150mm nr 1.52 Nr 1.52









bend; pipe 150mm dia nr 1.08 Nr 1.08






branch; pipe 150mm dia nr 0.79 Nr 0.79






Y-branch; pipe 150mm dia nr 2.87 Nr 2.87






puddle flange; pipe 150mm dia nr 1.18 Nr 1.18






trench; 100mm nominal dia m 0.05 ft 0.01

trench; 150mm nominal dia m 0.27 ft 0.08

duct; 100mm nominal dia m 0.18 ft 0.06

duct; 150mm nominal dia m 0.22 ft 0.07



reducer; pipe 150 to 100mm dia nr 0.22 Nr 0.22



short radius bend; pipe 100mm dia nr 0.18 Nr 0.18


long radius bend; pipe 100mm thick nr 0.18 Nr 0.18

long radius bend; pipe 150mm thick nr 0.22 Nr 0.22












reducer pipe 300 to 225mm dia nr 2.04 Nr 2.04






long radius bend; pipe 225mm dia nr 1.87 Nr 1.87









double parallel branch; pipe 225mm dia nr 0.00 Nr 0.00



diminishing piece; pipe 225mm dia nr 1.62 Nr 1.62





trench; pipe 225mm dia m -0.28 ft -0.08

trench; pipe 300mm dia m -0.41 ft -0.13





Extra over concrete land drainage porous pipe; fixing

Lay precast clay pipework to BS 65; push fit flexible jointing

Extra over; precast concrete pipe; ogee joint; fixing

Lay concrete land drainage porous pipe; butt jointed

Extra over G R E pipework; fixing;

Lay precast concrete pipe; ogee jointing, including testing

Lay precast concrete pipe; ogee jointing, including testing

330



























































service; single pipe; n e 200mm dia pipe, m 0.04 ft 0.01

service; two pipe cluster; n e 200mm dia pipe, m 0.04 ft 0.01

service; four pipe cluster; n e 200mm dia pipe, m 0.03 ft 0.01

service; eight pipe cluster; n e 200mm dia pipe, m 0.02 ft 0.01

level or to falls; internal 100mm dia m 0.46 ft 0.14

level or to falls; internal 150mm dia m 0.65 ft 0.20

Extra for 100mm dia trapped outlet nr 1.39 Nr 1.39

Extra for end cap nr 0.09 Nr 0.09Lay concrete fitting; plain insitu concrete bed and surround; including all necessary additional excavation; connect to drain

road gully 450 diameter x 900mm deep to BS 556; 150mm outlet; rodding eye and stopper

nr 2.59 Nr 2.59

gully 100mm dia outlet; 150 x 150mm cast iron grating nr 3.85 Nr 3.85

gully 150mm dia outlet; 225 x 225mm cast iron grating nr 2.76 Nr 2.76road gully 300 diameter x 600mm deep; 150mm dia outlet; inspection eye; 225 x 225mm cast iron grating

nr 3.45 Nr 3.45

Lay cast iron fitting; bedding in cement mortar road gully grating; heavy duty; nr 2.15 Nr 2.15

grating; 300mm wide m 0.92 ft 0.28

extra for forming angle nr 2.71 Nr 2.71

extra for cut and fitted end nr 0.58 Nr 0.58







hot applied; pipe 100mm dia m 0.61 ft 0.19












Extra over; precast clay pipework; fixing

Extra over; clay ductwork; fixing

Extra over; uPVC ductwork; fixing

Lay uPVC service pipework; (including draw wire)

Lay galvanised mild steel channel grating; place in position

Apply; double coated wrapped system; welded joint; in trench; testing

Apply; double coated wrapped system; take delivery of pipe material, wrap, (hand to others for installation); testing

Lay clay ductwork; jointed

Lay uPvc ductwork; jointed; split duct around existing cable

Lay glazed stoneware fitting; plain insitu concrete bed and surround; including all necessary additional excavation; connect to drain

Lay interconnecting precast concrete drainage channel; galvanised steel grating; insitu concrete bedding and haunching; jointed and pointed in cement sand mortar

331

pipe 100mm dia m 0.22 ft 0.07






cold applied; pipe 100mm dia m 1.20 ft 0.37






benching; ave 150mm thick m2 0.85 ft2 0.08



wall; 110mm thick m2 1.45 ft2 0.13

wall; 225mm thick m2 3.15 ft2 0.29

brick on edge kerb; 110 x 100mm wide m 0.36 ft 0.11



pipe 100mm nominal dia; half brick thick nr 0.24 Nr 0.24





pipe 100mm nominal dia; one brick thick nr 0.22 Nr 0.22





pipe 100mm nominal dia; one and a half brick thick nr 0.34 Nr 0.34




















brickwork wall; over 300mm wide m2 0.41 ft2 0.04

brickwork wall; n e 300mm wide m 0.24 ft 0.07

extra for rounded internal angle and intersection 25mm radius m 0.06 ft 0.02

half round channel; 100mm nominal dia; effective length n e 900mm nr 0.16 Nr 0.16



half round channel; 300mm nominal dia; effective length n e 900mm nr 0.28 Nr 0.28three quarter section channel; 100mm nominal dia; effective length n e 900mm

nr 0.20 Nr 0.20

three quarter section channel; 150mm nominal dia; effective length n e 900mm

nr 0.28 Nr 0.28


nr 0.60 Nr 0.60


nr 0.99 Nr 0.99

half section branch bend; 100mm nominal dia; nr 0.26 Nr 0.26




three quarter section branch bend; 100mm nominal dia; nr 0.27 Nr 0.27




medium duty single seal; 550mm dia; nr 1.54 Nr 1.54

heavy duty single seal; 550mm dia; nr 1.84 Nr 1.84

double triangular(Grade A table 1.130); 500mm dia opening; nr 1.84 Nr 1.84

medium duty single seal; 600 x 450mm clear opening; nr 1.24 Nr 1.24

medium duty single seal; 600 x 600mm clear opening; nr 1.52 Nr 1.52

Build in; to brickwork step iron nr 0.11 Nr 0.11

pipe 100mm nominal dia nr 2.58 Nr 2.58





Break into existing manhole wall and build in end of pipe; including all making good

Lay engineering brickwork; Class B to BS3921 Table 6; bedded, jointed and pointed cement mortar (1:4)

Lay; plain insitu concrete; grade C25 fine concrete; to slopes with rounded edges to channels; trowelling

Build in; end of pipe

Lay cast iron access cover and frame; filling seal with grease; casting into concrete

Apply; double coat wrapped system; welded joint; in trench; testing

Build in; end of pipe including building in puddle flange (supplied by others)

Apply rendering; 12mm thick cement and sand (1:3); internally; trowel finish

Lay vitrified clay channel; bedded and jointed in cement mortar

Apply wrapping tape; in trench

332

pipework; irrespective of material; n e 200mm internal dia m 0.05 ft 0.02

pipework; irrespective of material; over 200 but n e 300mm dia m 0.05 ft 0.02

pipework: irrespective of material; over 300 but n e 400mm dia m 0.06 ft 0.02pipework: irrespective of material; over 400mm dia m 0.07 ft 0.02550 diameter; medium duty single seal nr 0.08 Nr 0.08550 diameter; heavy duty single seal nr 0.08 Nr 0.08500 diameter opening; double triangular(Grade A table 1.130) nr 0.08 Nr 0.08600 x 450 clear opening; medium duty single seal nr 0.08 Nr 0.08600 x 600 clear opening; medium duty single seal nr 0.08 Nr 0.08

manhole internal volume n e 1.00m3 nr 0.50 Nr 0.50

manhole internal volume over 1.00m3 but ne 2.50m3 nr 0.55 Nr 0.55

manhole internal volume over 2.50m3 but n e 4.00m3 nr 0.65 Nr 0.65





manhole internal volume over 10.00m3 nr 1.75 Nr 1.75100mm dia outlet; 150 x 150mm cast iron grating nr 0.36 Nr 0.36

150mm dia outlet; 225 x 225mm cast iron grating nr 0.36 Nr 0.36

300mm dia x 600 deep; 150mm dia outlet; inspection eye; 225 x 225mm cast iron grating

nr 0.36 Nr 0.36

450mm dia x 900 deep to BS 556; 150mm dia outlet; rodding eye and stopper

nr 0.36 Nr 0.36

pipework; irrespective of material; 100mm internal dia m 0.06 ft 0.02

Clean

Remove grating; clean out existing rainwater gulley with flushing water including using drain rods or other approved system to remove blockages, and reinstate grating on completion.

Remove grating; clean out road gulley with flushing water including using drain rods or other approved system to remove blockage; and reinstate grating on completion

Clean out existing precast concrete drainage channel with flushing water including using drain rods or other approved system to remove blockage

Clean out existing drain run with flushing water using drain rods or other approved system to remove blockage; locate and remove from 'rodding eye' point to access and reinstate on completionClean surface of surface debris; lift and relay with approved bedding material, cast iron cover and frame

Access lift existing manhole cover; clean out existing brick or concrete manhole chamber internally with flushing water including using drain rods or other approved system to remove blockage and replace access cover on completion

333

n e 200mm dia pipe, 250mm average depth nr 0.30 Nr 0.30




















over 200 but n e 300mm dia pipe, 250mm average depth nr 0.39 Nr 0.39















over 200 but n e 300mm dia pipe 4000mm average depth nr 7.73 Nr 7.73




















over 300 but n e 400mm dia pipe 4000mm average depth nr 7.73 Nr 7.73





n e 200mm diameter nr 0.28 Nr 0.28

over 200 but n e 300mm diameter nr 0.34 Nr 0.34











100mm dia; in lengths ne 1.00m nr 0.21 Nr 0.21



300mm dia;in lengths ne 1.00m nr 0.39 Nr 0.39



Repair joint to concrete drain, irrespective of depth; reseal with approved material

Repair joint to clayware drain, and reseal with approved material

Repair joint to uPVC drain, and reseal with approved material

Repair damaged coating and wrapping to existing pipework; with pipe wrapping tape:

Repair

Search for, locate (by hand) expose drain run, excavate in short length, backfill excavated material, (repair of joint, break out and reinstatement of surfacing measured separately)

Search for; locate (by hand) and expose drain run, excavate in short length, backfill excavated material, (repair of joint, breaking out and reinstatement of surfacing measured separately)

Search for; locate (by hand) and expose drain run, excavate in short length, backfill excavated material, (repair of joint, breaking out and reinstatement of surfacing measured separately)

Repair joint to G R E drain, irrespective of depth; reseal with approved material

334
















service; eight pipe cluster; n e 200mm dia pipe, 1000mm ave depth m 0.97 ft 0.30Repair ductwork joint; irrespective of depth; reseal with approved material

PVC duct; n e 200mm dia m 0.56 ft 0.17

Breaking out and reinstatement of surfacing See NEW work rates

PVC manhole; area n e 0.1m2 nr 2.50 Nr 2.50

PVC manhole; area over 0.1m2 but n e 0.50m2 nr 2.50 Nr 2.50

bottom of brick manhole; area n e 0.1m2 nr 1.50 Nr 1.50

bottom of brick manhole; area over 0.1m2 but n e 0.5m2 nr 1.50 Nr 1.50

bottom of concrete manhole; area n e 0.1m2 nr 1.50 Nr 1.50

bottom of concrete manhole; area over 0.1m2 but n e 0.5m2 nr 1.50 Nr 1.50

manhole surface; internally; area n e 2.50m2 nr 5.00 Nr 5.00

manhole surface; internally; area over 2.50 but n e 3.00 m2 nr 5.70 Nr 5.70


manhole surface; internally; area not exceeding 0.5 m2 nr 3.00 Nr 3.00


manhole surface; internally; area over 1.0 m2 nr 7.50 Nr 7.50precast concrete drainage channel; internal dia 100mm dia nr 0.25 Nr 0.25

precast concrete drainage channel; internal dia 150mm dia nr 0.35 Nr 0.35

Clean down; prepare surface and apply GRE lining; vertical; forming around end of pipes; including all associated fixing to brickwork

Search for, excavate by hand in short length, locate and expose damaged ductwork, backfill excavated material, (repair of joint, breaking out and reinstatement of surfacing measured separately

Search for, locate and expose broken joint; repair with approved jointing, filling and sealing material

Clean down; prepare surface and apply GRE lining; horizontal or to slopes; including all associated fixing to concrete

Clean down and repair internal surface of manhole with approved sealing material

Clean down; break out damaged benching and reinstate benching with approved material around channelling to bottom of manhole

Clean down and break out damaged benching in bottom of concrete manhole and reinstate benching with approved material around channelling to bottom of manhole

335













































































pipe; n e 200mm dia m 0.59 ft 0.18

pipe; over 200 but n e 300mm dia m 0.71 ft 0.22














Break joint and remove length of broken GRE drain, irrespective of depth; relay with new pipework, rejoint and reseal with approved material

Search for, excavate (part by machine), locate and expose ductwork, backfill excavated material, (remove pipework; breakout and reinstate surface measured separately)

Search for, excavate (part by machine), locate and expose pipework, backfill excavated material, (remove pipework; breakout and reinstate surface measured separately)



Break joint and remove length of broken clayware drain, irrespective of depth; relay with new pipework, rejoint and reseal with approved material

Break joint and remove length of broken uPVC drain, irrespective of depth; relay with new pipework, rejoint and reseal with approved material

Break joint and remove length of broken porous field drain, irrespective of depth; relay with new pipework, rejoint and reseal with approved material

Replace

Break joint and remove length of broken concrete drain, irrespective of depth; relay with new pipework, rejoint and reseal with approved material

336

Repair joint; see repair

Breaking out and reinstatement of surfacing. See NE W work rates

Demolition and removal only. Replacement of manholes, gullies and channels as NEW Work items

Demolish and remove existing PVC manhole break up concrete bed and surround

internal volume n. e 1.00m3 nr 0.75 Nr 0.75

internal volume n e 1.00m3 nr 1.00 Nr 1.00

internal volume over 1.00m3 but ne 2.50m3 nr 1.35 Nr 1.35

internal volume over 2.50m3 but n e 4.00m3 nr 1.70 Nr 1.70





internal volume over 10.00m3 nr 3.45 Nr 3.45

internal volume n e 1.00m3 nr 1.00 Nr 1.00

internal volume over 1.00m3 but ne 2.50m3 nr 1.35 Nr 1.35






internal volume over 10.00m3 nr 3.45 Nr 3.45

rainwater gully; 100mm dia outlet; 150 x 150mm cast iron grating nr 0.25 Nr 0.25

rainwater gully; 150mm dia outlet; 225 x 225mm cast iron grating nr 0.27 Nr 0.27road gully; 300mm dia x 600mm deep; 150mm dia outlet; inspection eye; 225 x 225mm cast iron grating

nr 0.35 Nr 0.35

road gully; 450mm dia x 900mm deep to BS 556; 150mm dia outlet; rodding eye and stopper

nr 0.65 Nr 0.65

precast concrete channel; internal 100mm dia m 0.38 ft 0.12

Precast concrete channel; internal 150mm dia m 0.39 ft 0.12







Break out and remove existing drain fitting, concrete bed and haunching.

Carefully remove coating and wrapping to pipework; clean down exposed surface

Demolish and remove existing brickwork manhole, break up concrete bed, channelling and benching

Demolish and remove existing circular precast concrete manhole, break up concrete bed, channelling and benching

Break out and remove existing precast concrete drainage channel, bed and haunching

337

Q.2.1.9 Roads, Paving & Fencing

m 0.13 ft 0.04

m 0.21 ft 0.06

extra forming quadrant Nr 0.43 Nr 0.43

extra forming angle Nr 0.43 Nr 0.43

extra forming dropper kerb; Nr 0.10 Nr 0.10

m 0.14 ft 0.04

m 0.21 ft 0.06

m3 1.44 yd3 1.10

m3 2.41 yd3 1.84

m3 2.29 yd3 1.75

foundation to kerb, edging or channel; n e 150mm thick; sloping n e 15 degrees from horizontal; poured on or against earth or unblinded hardcore

m3 1.59 yd3 1.22

Formwork;

edge of bed; over 1.00m high m2 0.67 ft2 0.06

edge of bed; n e 250 high m 0.29 ft 0.09

edge of bed; over 250 but n e 500 high m 0.52 ft 0.16

edge of bed; over 500 but n e 1.00m high m 0.67 ft 0.20

edge of foundation to kerb, edging or channel; over 1.00m high m3 0.75 yd3 0.58edge of foundation to kerb, edging or channel; not exceeding 250 high m 0.33 ft 0.10

edge of foundation to kerb, edging or channel; over 250 but n e 500mm high

m 0.42 ft 0.13

edge of foundation to kerb, edging or channel, over 500 but n e 1.00m high

m 0.75 ft 0.23

Reinforcement;Lay reinforcement; Fabric - A252 bed m2 0.09 ft2 0.01Lay reinforcement; Fabric - A193 bed m2 0.09 ft2 0.01

Labours to concrete work

tamping by mechanical means m2 0.04 ft2 0.00

trowelling m2 0.09 ft2 0.01

trowel and brush finish m2 0.13 ft2 0.01

floated finish m2 0.09 ft2 0.01

percentage adjustment on worked finish for sloping concrete % % 0.00

percentage adjustment on worked finish for sloping to falls % % 0.00

percentage adjustment on worked finish for working to crossfalls % % 0.00

Surface treatments

road or paving; 60mm thick; level or to falls m2 0.08 ft2 0.01

road or paving; 60mm thick; falls and crossfalls m2 0.09 ft2 0.01

road or paving; 60mm thick; slopes over 15 degrees from horizontal m2 0.08 ft2 0.01

road or paving 40mm thick; level or to falls m2 0.02 ft2 0.00

road or paving 40mm thick; falls and crossfalls and to slopes m2 0.02 ft2 0.00

road or paving 40mm thick; slopes over 15 degrees from horizontal m2 0.02 ft2 0.00

road or paving; 19mm thick; levels or to falls m2 0.05 ft2 0.00



road or paving; 75mm thick; level or to falls m2 0.16 ft2 0.01



extra over for 12mm pre-coated chippings to surface m2 0.00 ft2 0.00

road; level or to falls; stretcher bond m2 0.47 ft2 0.04

road; level or to falls; herringbone pattern m2 0.49 ft2 0.05

road; falls and crossfalls; stretcher bond m2 0.50 ft2 0.05road; falls and crossfalls; herringbone pattern m2 0.62 ft2 0.06

road; slopes over 15 degrees from horizontal; stretcher bond m2 0.60 ft2 0.06

road; slopes over 15 degrees from horiztonal; herringbone pattern m2 0.64 ft2 0.06paving; level or to falls; stretcher bond m2 0.47 ft2 0.04

paving; level or to falls; herringbone pattern m2 0.49 ft2 0.05paving; falls and crossfalls; stretcher bond m2 0.50 ft2 0.05

paving; falls and crossfalls; herringbone pattern m2 0.62 ft2 0.06

paving; slopes over 15 degrees from horizontal; stretcher bond m2 0.60 ft2 0.06

paving; slopes over 15 degrees from horiztonal; herringbone pattern m2 0.64 ft2 0.06

ROADS, PAVINGS AND FENCING

Erect formwork and remove; vertical

Lay precast concrete unit; including foundation and haunching in plain insitu concrete.

lay; Macadam; bitumen base course

Norm Hrs. IMPERIAL

Lay; Macadam; bitumen wearing course

150 x 50mm round top edging; foundation 250 x 150mm; haunching one side; curved radius up to 12m

Lay; Macadam; one coat

Lay; 190 x 90 x 65mm brick pavior; bed of sand 50mm thick; jointing with sand brushed into pavior joint; vibrated

Norm Hrs. METRIC

Lay; reinforced concrete; grade C40; (reinforcement measured separately)

New Works

half battered kerb size 255 x 125mm; foundation 450 x 150mm; haunching one side

half battered kerb size 255 x 125mm; foundation 450 x 150mm; curved radius up to 12m haunching one side

150 x 50mm round top edging; foundation 250 x 150mm; haunching one side

bed; n e 150mm thick; sloping n e 15 degrees from horizontal; poured on or against earth or unblinded hardcore

Treating surface of unset concrete

bed; over 450mm thick n e 15 degrees from horizontal; poured on or against earth or unblinded hardcore

bed; over 150 but n e 450mm thick sloping n e 15 degrees from horizontal; poured on or against earth or unblinded hardcore

338

paving with cobbles size 50 to 75mm thick; random; level or to falls m2 3.70 ft2 0.34

paving with cobbles size 50 to 75mm thick; random; to falls and crossfalls

m2 3.70 ft2 0.34

paving with cobbles size 50 to 75mm thick; random; slopes over 15 degrees from horizontal

m2 3.70 ft2 0.34

paving with cobbles size 50 to 75mm thick; pattern; level or to falls m2 4.63 ft2 0.43

paving with cobbles size 50 to 75mm thick; pattern; to falls and crossfalls m2 4.63 ft2 0.43paving with cobbles size 50 to 75mm thick; pattern; slopes over 15 degrees from horizontal

m2 4.63 ft2 0.43

paving 50mm thick; level or to falls m2 0.07 ft2 0.01

paving 50mm thick; falls or to crossfalls m2 0.07 ft2 0.01paving 50mm thick; slopes over 15 degrees from horizontal m2 0.07 ft2 0.01

paving 150mm thick; level or to falls m2 0.03 ft2 0.00

paving 150mm thick; falls or to crossfalls m2 0.03 ft2 0.00

paving; level or to falls, half slab bond m2 0.20 ft2 0.02

paving; falls and crossfalls; half slab bond m2 0.21 ft2 0.02

paving; slopes over 15 degrees from horizontal; half slab bond m2 0.39 ft2 0.04

paving; level or to falls, half slab bond m2 0.22 ft2 0.02

paving; falls and crossfalls; half slab bond m2 0.23 ft2 0.02

paving; slopes over 15 degrees from horizontal; half slab bond m2 0.44 ft2 0.04

general surface; slope n e 15 deg m2 0.05 ft2 0.00

cutting or embankment m2 0.05 ft2 0.00

Prepare surface; apply one coat line marking; road and paving; width n e 300mm m 0.04 ft 0.01

posts at 3.00m centres; fencing 2500mm high m 1.25 ft 0.38

single rail; posts at 3.00m centres m 0.75 ft 0.23

double rail; posts at 5.00m centres m 0.85 ft 0.26

n e 500mm girth; 900mm high nr 0.60 Nr 0.60

over 500mm girth; 900mm high nr 0.60 Nr 0.60

Erect road sign metal and support post; set in concrete foundation; including all necessary excavation; remove surplus material to agreed location on site

63mm dia; 2500mm long nr 0.60 Nr 0.60

n e 500mm girth; 5.00m long nr 1.25 Nr 1.25

n e 500mm girth; 10.00m long nr 1.25 Nr 1.25

Erect bollard metal or precast concrete; set in concrete foundation; including all necessary excavation; remove surplus material to agreed location on site

Erect crash barrier; galvanised metal; galvanised metal posts; set in concrete foundation; including all necessary excavation; remove surplus material to agreed location on site

Erect lighting column; set in concrete foundation; including all necessary excavation; remove surplus material to agreed location on site

Lay paving; concrete slab; 600 x 600mm; bedding and jointing in cement mortar(1:3)

Lay paving; concrete slab; 900 x 600mm; bedding and jointing in cement mortar (1:3)

Lay; Washed cobblestone; bedding in cement mortar (1:3); jointing to a height of two thirds of cobbles in dry mortar (1:3); tightly butted, washed and brushed finish; to concrete

Lay gravel paving; two coat; base layer course clinker aggregate; wearing layer fine gravel aggregate

Prepare surface, cultivate and sow grass seed comprising 80% S23 rye grass and 20% chewing fescue at the rate of 0.07kg per sq. m

Erect rigid heavy weld mesh fence panel, galvanised wire and high build bonded polyester coating; galvanised metal posts; set in concrete foundation; including all necessary excavation; remove surplus material to agreed location on site;

Lay hardstanding; broken brickwork or concrete filling; top surface blinded with fine material;

surface of ground; level m2 0.01 ft2 0.00

surface of ground; slopes m2 0.01 ft2 0.00

surface of ground; level m2 0.02 ft2 0.00

surface of ground; slopes m2 0.02 ft2 0.00

Surface; level or to falls m2 0.01 ft2 0.00

Surface; falls and crossfalls m2 0.01 ft2 0.00

Clean

Apply approved weedkiller

Cut grass; machine

Clean down with machine; road or paving; approved cleaning agent

339

tarmac road; area n e 1.00m2 m2 0.12 ft2 0.01

brick paving; area n e 1.00m2 m2 1.15 ft2 0.11

concrete paving; area n e 1.00m2 m2 0.16 ft2 0.01

hardstanding; area n e 1.00m2 m2 0.07 ft2 0.01

precast concrete slab paving; 900 x 600mm; area n e 5.00m2 m2 0.22 ft2 0.02

precast concrete slab paving; 600 x 600mm; area n e 5.00m2 m2 0.25 ft2 0.02cobblestone paving; random; area n e 1.00m2 m2 1.18 ft2 0.11

cobblestone paving; pattern; area n e 1.00m2 m2 1.47 ft2 0.14

gravel paving; area n e 1.00m2 m2 0.09 ft2 0.01

precast concrete kerb; foundation 450 x 150; length n e 5.00m m 0.23 ft 0.07

precast concrete edging; foundation 450 x 150; length n e 5.00m m 0.24 ft 0.07

hole; n e 0.10m2 nr 0.20 Nr 0.20

hole; over 0.10 but n e 0.50m2 nr 0.30 Nr 0.30

hole; over 0.50 but n e 1.00m2 nr 0.40 Nr 0.40

mesh panel fencing and supports at 3.00m centres; 2500mm high m 0.75 ft 0.23

single rail; crash barrier and support at 3.00m centres; length n e 5.00m m 0.45 ft 0.14

double rail; crash barrier and support at 5.00m centres; length n e 5.00m m 0.55 ft 0.17

crash barrier on supports at 3.00m centres; length n e 5.00m m 0.09 ft 0.03

precast concrete or metal bollard; nr 2.25 Nr 2.25

low level metal lighting bollard nr 3.15 Nr 3.15

high level metal lighting column nr 4.25 Nr 4.25

low level metal lighting bollard; broken lighting enclosure and lamp; nr 0.33 Nr 0.33

high level metal lighting column; broken lighting enclosure and lamp nr 0.33 Nr 0.33

vertical; mesh fencing panel; (including supports) m2 0.20 ft2 0.02

lighting column and bollard; girth over 500 but n e 750mm m 0.24 ft 0.07

lighting column and bollard; girth over 750 but n e 1000mm m 0.29 ft 0.09

Breaking out and reinstatement of surfacing See NEW work rates

Take up loose or uneven material; set aside for reuse; relevel subbase under and reinstate surfacing with material set aside or replace with new; jointed and pointed with approved material

Repair mesh panel fencing; reforming mesh; welding

Clean down prepare and apply painting system to metal

Carefully dismantle and set aside mesh panel fencing; remove and set aside support; break up and lay concrete foundation under; reinstall

Carefully dismantle crash barrier; take up support; break up and lay concrete foundation under, reinstall

Remove loose material, repair uneven level in surfacing with approved material, finished flush with existing to falls

Repair

Take up precast concrete unit and set aside, break up and lay concrete foundation under and relay, jointed and pointed in approved material

Carefully dismantle crash barrier from support post, repair and refix to support post

Carefully disconnect; isolate electrical supply, remove and set aside, replace with approved material and reconnect electrical supply

Carefully take up and set aside, break up and lay concrete foundation under and relay, jointed and pointed in approved material

Carefully disconnect and isolate electrical supply, take up and set aside, relevel foundation under; relay, and reconnect electrical supply

Removal only. For replacement use New Rates

tarmac road or paving and subbase; level or to falls and crossfalls m3 0.85 yd3 0.65

reinforced concrete road or paving and subbase; level or to falls and crossfallsm3 0.85 yd3 0.65

hardstanding; level or to falls and crossfalls m3 0.17 yd3 0.13Scarify surface; machine tarmac road or paving; 25mm thick; level or to falls and crossfalls m2 0.07 ft2 0.01

m2 0.35 ft2 0.03

m2 0.35 ft2 0.03

cobblestone paving and subbase; level or to falls and crossfalls m2 0.35 ft2 0.03precast concrete half battered kerb 255 x 125mm; 450 x 150mm thick foundation

m 0.47 ft 0.14

precast concrete round top edging 150 x 50mm; 250 x 150mm thick foundation

m 0.37 ft 0.11

Burn off from road surfacing, clean surface line marking; n e 300mm wide m 0.03 ft 0.01mesh panel fencing; support posts at 3.00m centres; 2500mm high; set aside

m 0.15 ft 0.05

single rail; crash barrier and support post at 3.00m centres, set aside m 0.25 ft 0.08

double rail; crash barrier and support post at 5.00m centres, set aside m 0.30 ft 0.09Disconnect service and withdraw from duct, search for, excavate, locate and expose broken length of duct pipework, remove ductwork

service cable supply m 0.65 ft 0.20

concrete or metal bollard; set aside Nr 1.30 Nr 1.30

road sign; set aside nr 1.30 Nr 1.30

low level metal lighting bollard; set aside nr 0.95 Nr 0.95high level metal lighting column; set aside nr 1.15 Nr 1.15

brickwork draw pit nr 2.50 Nr 2.50

Grub up and remove to an agreed location on site bush or tree nr 0.50 Nr 0.50

concrete slab paving 50mm thick and subbase; level or to falls and crossfalls

brick road or paving 65mm thick and sand subbase; level or to falls and crossfalls

Break up and remove to an agreed location on site;

Take up and remove to an agreed location on site;

Take up and remove to an agreed location on site; including break up concrete foundation and haunching.

Replace

Carefully dismantle; break up concrete foundation and remove to an agreed location on site;

Disconnect and isolate service, demolish, break up concrete bed and remove to an agreed location on site.

Carefully dismantle; break up concrete foundation and remove to an agreed location on site;

Dismantle; break up concrete foundation and remove to an agreed location on site

Carefully disconnect and isolate electrical supply, dismantle, break up concrete foundation and remove to an agreed location on site

340

Q.2.1 Building Norms

Q.2.2.1 Demolitions & Alterations

DEMOLITIONassumed to be 'one off' items

STRUCTURES

structural steelwork; frame n e 10m height t 0.15 t 0.14

structural steelwork; frame over 10 but n e 15m overall height t 0.16 t 0.15






structural steelwork; frame over 40m overall height t 0.22 t 0.20

reinforced concrete work; n e 10m3 overall volume m3 0.90 yd3 0.69

reinforced concrete work; over 10 but n e 25m3 overall volume m3 0.85 yd3 0.65

reinforced concrete work; over 25 but n e 50m3 overall volume m3 0.80 yd3 0.61

reinforced concrete work; over 50m3 overall volume m3 0.75 yd3 0.57

brickwork or blockwork; n e 10m3 overall volume m3 0.53 yd3 0.40

brickwork or blockwork; over 10 but n e 25m3 overall volume m3 0.48 yd3 0.37

brickwork or blockwork; over 25 but n e 50m3 overall volume m3 0.43 yd3 0.33

brickwork or blockwork; over 50m3 overall volume m3 0.38 yd3 0.29

ALTERATION

FORMING OPENING:

EXTERNALLY

concrete suspended floor; n e 150mm thick; area n e 2.00m2 nr 3.25 nr 3.25

nr 4.50 nr 4.50

concrete wall; n e 150mm thick; area n e 2.00m2 nr 3.25 nr 3.25

concrete wall over 150 but n e 450mm thick; area n e 2.00m2 nr 4.50 nr 4.50

half brick wall; n e 2.00m2 nr 1.65 nr 1.65

one brick wall; n e 2.00m2 nr 2.65 nr 2.65

one brick wall; opening size; 900 x 450 mm nr 5.57 nr 5.57



one brick wall; opening size 1800 x 2100mm nr 12.25 nr 12.25

275mm thick cavity wall; opening size 900 x 450 mm nr 7.24 nr 7.24



275mm thick cavity wall; opening size 1800 x 2100mm nr 15.53 nr 15.53

wall metal profiled cladding; opening size 900 x 450 mm nr 2.75 nr 2.75




roof metal profiled decking; opening size 600 x 900 mm nr 3.17 nr 3.17




INTERNALLY

half brick wall; opening size 900 x 450 mm nr 4.84 nr 4.84




one brick wall; opening size 900 x 450 mm nr 5.57 nr 5.57




100mm block wall; opening size 900 x 450 mm nr 3.37 nr 3.37












DEMOLITIONS AND ALTERATIONS

Dismantle and remove

Demolish and remove

Break out for new door opening; making good all round; including provision maintenance and removal of temporary screens and support; remove all debris

Norm Hrs. IMPERIAL

Norm Hrs. METRIC

New Work

Break out or form opening; making good all round; including provision, maintenance and removal of temporary screens and support; remove all debris concrete suspended floor; over 150 but n e 450mm thick; area n e

2.00m2

Form opening; making good plaster to one side; facework to other side; including provision maintenance and removal of temporary screens and support; remove all debris

From opening; closing cavity at jambs with brickwork; damp proof course all round; including provision maintenance and removal of temporary screens and support; remove all debris

Form opening; insert concrete or metal lintel wedge and pin; quoin up jambs; make good plaster or plasterboard lining to both sides; including provision maintenance and removal of temporary screens and support; remove all debris

Form opening; provide and fix support steelwork and trimming to all sides; make good internal finish; including provision maintenance and removal of temporary screens and support; remove all debris

Form opening; insert concrete or metal lintel wedge and pin; quoin up jambs; make good facework to both sides; including provision maintenance and removal of temporary screens and support; remove all debris

341













62.5mm thick stud partition; opening size 900 x 450 mm nr 2.40 nr 2.40




80mm thick stud partition; opening size 900 x 450 mm nr 2.40 nr 2.40








window or door set; opening size 900 x 450 mm nr 0.33 nr 0.33



window or door set; opening size 1800 x 2100mm nr 0.97 nr 0.97

FILLING OPENING

EXTERNALLY

half brick wall m2 1.62 ft2 0.15

half brick skin of hollow wall m2 1.62 ft2 0.15

one brick wall m2 2.92 ft2 0.27

one and a half brick wall m2 3.73 ft2 0.35

half brick wall m2 1.94 ft2 0.18

one brick wall m2 3.55 ft2 0.33

wall cladding m2 1.00 ft2 0.09

roof decking m2 1.45 ft2 0.13

INTERNALLY

concrete suspended floor; n e 150mm thick m2 1.96 ft2 0.18

concrete suspended floor; over 150 but n e 450mm thick m2 1.75 ft2 0.16

concrete wall; n e 150mm thick m2 2.84 ft2 0.26

concrete wall; over 150 but n e 450mm thick m2 2.63 ft2 0.24

concrete wall; n e 150mm thick m2 2.96 ft2 0.28

concrete wall; over 150 but n e 450mm thick m2 2.75 ft2 0.26

100 mm thick wall m2 1.00 ft2 0.09

140 mm thick wall m2 1.00 ft2 0.09

62.5mm thick stud partition; m2 1.25 ft2 0.12

80mm thick stud partition m2 1.30 ft2 0.12

100mm thick stud partition m2 1.40 ft2 0.13

Surface Treatment

facing brickwork m2 0.28 ft2 0.03

engineering brickwork m2 0.42 ft2 0.04

half brick wall m 0.11 ft 0.03

one brick wall m 0.18 ft 0.05

Fill opening; engineering brickwork in cement mortar (1:3); cut, tooth and bond to existing

Fill opening; metal profiled sheeting; including removal of sheeting cut to form opening; refix with complete sheets to match existing

Form opening; insert concrete or metal lintel wedge and pin; quoin up jambs; make good facework to both sides; including provision maintenance and removal of temporary screens and support; remove all debris

Form opening; trim studwork around opening; make good plasterboard and timber skirting both sides; including provision maintenance and removal of temporary screens and support; remove all debris

Fill opening; plasterboard lining to both sides; finished to match existing

Prepare top of existing wall to receive new brickwork or blockwork

Fill opening; facing brickwork in cement mortar(1:3), pointed one side; cut, tooth and bond to existing

Fill opening; concrete blockwork in cement mortar(1:8) with added plasticiser; cut tooth and bond to existing

Fill opening; plain insitu concrete to achieve required strength; including erect, dismantle and remove vertical formwork; finished flush with existing

Fill opening; reinforced insitu concrete to achieve required strength; including fixing mesh fabric reinforcement; erect, dismantle and remove vertical formwork; finished flush with existing.

Hack face; form surface to receive new application

See also Civil - Concretework and Masonry - Repair for other surface treatment items

Fill opening; reinforced insitu to achieve required stength; including fixing mesh fabric reinforcement; erect, dismantle and remove vertical formwork; finished flush with existing.

Carefully remove and dispose; existing metal or timber unit; irrespective of thickness or material; including preparing jambs, cill and soffit to receive infill. (Infill measured separately)

Clean

Not applicable - see alteration items new work

Repair

Not applicable

Replace

Not applicable - See alteration new work

342

Q.2.2.2 Roof Decking & Wall Cladding

Roof structure - timberjoist size 38 x 75 mm m 0.05 ft 0.02

joist size 38 x 100 mm m 0.06 ft 0.02





herringbone size 50 x 50mm; between 150 mm joists m 0.25 ft 0.08



solid size 50 x 150 mm m 0.25 ft 0.07

solid size 50 x 225 mm m 0.28 ft 0.09

rafter size 25 x 125 mm m 0.08 ft 0.02







joist size 50 x 175 mm nr 0.16 nr 0.16

joist size 50 x 225 mm nr 0.16 nr 0.16

18mm thick boarding; over 300mm wide m2 0.52 ft2 0.05

18mm thick boarding; n e 300mm wide m 0.21 ft 0.07

18mm thick boarding; area n e 1m2 nr 0.52 nr 0.52







12mm thick; over 300mm wide m2 0.79 ft2 0.07

12mm thick; 75mm wide m 0.14 ft 0.04



30 x 2.5 x 800mm girth; standard twisted vertical restraint, nr 0.11 nr 0.11

30 x 2.5 x 1000mm girth; standard twisted vertical restraint, nr 0.12 nr 0.12

30 x 2.5 x 1200mm girth; standard twisted vertical restraint, nr 0.13 nr 0.1375 x 75 x 9mm thick angle; 225mm long; standard twisted vertical restraint,

nr 0.16 nr 0.16

Roof Decking

sloping n e 50 deg; 0.70mm thick; 75mm deep corrugation m2 0.65 ft2 0.06

extra for square cutting m 0.15 ft 0.05

extra for raking cutting m 0.17 ft 0.05

m2 1.75 ft2 0.16



Single profiled sheet construction Roof decking m2 0.35 ft2 0.03

Roof decking m2 0.60 ft2 0.06


sloping n e 50deg; 0.9mm thick; 305mm wide unit; m2 1.15 ft2 0.11

sloping n e 50deg; 1.00mm thick; 305mm wide unit; m2 1.15 ft2 0.11

sloping n e 50deg; 1.20mm thick; 305mm wide unit, m2 1.15 ft2 0.11



sloping n e 50 deg; 60mm thick m2 0.25 ft2 0.02






Fix standing seam aluminium roof cladding; standard natural aluminium stucco embossed finish

Lay thermal insulation quilt; roof;

ROOF DECKING AND WALL CLADDING

Fix timber; strutting

Fix timber; pitched roof

Fix plywood; roof

Norm Hrs. IMPERIAL

roof covering; 0.60mm thick outer skin 75mm deep corrugation, 80mm thick insulation; 0.40mm thick inner lining sheet

Fix galvanised steel profile composite roof decking; metallack coated finish; fixing to steel rails with plastic headed self tapping screws; 80mm thick insulation; 0.40mm thick coated inner lining sheet

Composite construction bonded together comprising profiled outer sheet, insulation, and inner lining sheet

New Work

Norm Hrs. METRIC

Sandwich construction comprising profiled outer sheet, insulation, and inner lining sheet

Fix timber; flat roof

Notch and fit timber to steel beam

Fix galvanised steel strip troughed sheet colourcoat finish; fix to steel purlins with plastic headed self tapping screws

Fix boarding; roof

Fix metal; holding down strap; timber and brickwork or blockwork

Fix plywood; eaves, verge, fascia and the like

343

sloping n e 50 deg; 0.70mm gauge m2 0.85 ft2 0.08






flat or to slopes n e 10 deg from horizontal; 20mm thick; m2 0.45 ft2 0.04

skirting; 13mm thick; n e 150mm girth m 0.60 ft 0.18

skirting; 13mm thick; over 150 but n e 225mm girth m 0.65 ft 0.20

skirting; 13mm thick; over 225 but n e 300mmgirth m 0.70 ft 0.21flat; over 300mm wide m2 0.75 ft2 0.07

skirting; n e 200mm girth m 0.65 ft 0.20

skirting; over 200 but n e 400mm girth m 0.70 ft 0.21

Lay PVC roofing system; single layer covering to slopes ne 10deg; over 300mm wide m2 0.25 ft2 0.02

to slopes n e 10 deg; over 300mm wide m2 0.60 ft2 0.06

1.80mm thick; 150mm girth m 0.74 ft 0.23




Wall CladdingWall structure - timber

12mm thick wall; over 300mm wide m2 0.23 ft2 0.02

12mm thick wall; n e 300mm wide m 0.09 ft 0.03

12mm thick wall; area n e 1m2 nr 0.23 nr 0.23

18mm thick wall; over 300mm wide m2 0.29 ft2 0.03

18mm thick wall; n e 300mm wide m 0.14 ft 0.04

18mm thick wall; area n e 1m2 nr 0.29 nr 0.29

wall; bars 2.55m long at 622mm centres; 6mm thick plate glass m2 2.50 ft2 0.23

m2 2.75 ft2 0.26

aluminium framing; single glazed; 6mm clear toughened glass; m2 3.15 ft2 0.29

m2 3.25 ft2 0.30


wall covering; 7.50mm thick; over 300mm wide m2 1.94 ft2 0.18

extra for external angle trim m 0.09 ft 0.03



wall covering; 0.70mm thick; 75mm deep corrugation m2 0.75 ft2 0.07



m2 1.75 ft2 0.16



Wall cladding m2 0.30 ft2 0.03

Flashings m 0.25 ft 0.08

Square cutting m 0.15 ft 0.05

Raking cutting m 0.15 ft 0.05

Circular cutting m 0.20 ft 0.06


Fix roof lining sheet; aluminium stucco embossed finish; fixed to steel purlins with stainless steel screws

Fit lead flashing; stepped; wedge into grooves

Fit lead flashing; wedge into grooves

wall covering; 0.60mm thick outer skin 75mm deep corrugation, 80mm thick insulation; 0.40mm thick inner lining sheet

Lay mastic asphalt; three coat work; expanded metal lathing reinforcement nailed to base

Lay built up felt roofing; three layer covering; two layers bitumen polyester based felt; two layer polyester based mineral surfaced felt; 10mm stone chipping covering, bitumen bonded.

Lay built up felt roofing; three layer; top layer mineral surfaced; dressed over tilting fillet; turned into groove

Fix plywood external quality; covering

aluminium framing; double glazed; 6mm thick clear toughened glass outer pane and 6.40mm thick laminated inner pane;

single tier; glazing bars at 850mm centres x 890mm long; overall 18mm thick; 6mm air space;

Fix aluminium curtain walling system; polyester powder coated finish; drilled and screwed to metal;

Single profiled sheet construction

Lay mastic asphalt roofing; two coat covering; felt isolating membrane; to base;

Lay flexible membrane roofing system; top layer fixing with adhesive; including insulation board and vapour barrier;

Fix window frame system; polyester powder coated finish; glazed with double hermetically sealed unit in toughened safety glass;

Fix rigid sheet cladding; flexible neoprene gasket joints; fixing with stainless sttel screws and coloured caps

Fix galvanised steel strip troughed sheet cladding; colourcoat finish; fixing to steel rails with plastic headed self tapping screws

Sandwich construction comprising profiled outer sheet, insulation, and inner lining sheet

Fix galvanised steel profile composite sheet cladding; metallack coated finish; fixing to steel rails with plastic headed self tapping screws; 80mm thick insulation; 0.40mm thick coated inner lining sheet

Fix patent glazing; aluminium alloy framing; fixed to supports.

344

Rainwater Pipework / Guttering

100mm dia down pipe; ears cast on m 0.42 ft 0.13

extra for shoe nr 0.26 nr 0.26

extra for bend nr 0.46 nr 0.46

extra for single branch nr 0.69 nr 0.69

100mm dia pipe; nr 0.19 nr 0.19

125mm dia half round gutter; to falls m 0.37 ft 0.11

extra for stop end nr 0.17 nr 0.17

extra for running outlet nr 0.32 nr 0.32

extra for stop end outlet nr 0.17 nr 0.17

100mm dia pipe; m 0.56 ft 0.17



extra for single branch nr 0.74 nr 0.74

100mm dia pipe nr 0.19 nr 0.19

150mm dia half round gutter; to falls m 0.46 ft 0.14



200 x 100mm box gutter; 3mm thick m 0.60 ft 0.18




1200mm girth boundary wall box gutter; 3mm thick; m 0.69 ft 0.21




over 500 - 1000mm girth m 2.00 ft 0.61

110mm dia pipe m 0.33 ft 0.10



extra for single branch nr 0.44 nr 0.44Connect loose; to clayware drain pipe 110mm dia pipe nr 0.32 nr 0.32

170mm dia half round gutter; m 0.31 ft 0.09




50mm diameter pipes m 0.50 ft 0.15

50mm diameter pipes; in lengths n e 3.00m m 0.60 ft 0.18

Extra for rainwater shoe nr 0.60 nr 0.60

Extra for rainwater head nr 0.90 nr 0.90

Extra for connect to existing nr 0.90 nr 0.90

100mm Diameter, half round, m 0.50 ft 0.15

100mm Diameter, half round, in lengths n e 3.00m m 0.60 ft 0.18

Extra for stop end nr 0.50 nr 0.50

Extra for running outlet nr 0.00 nr 0.00

Extra for stop end outlet nr 0.00 nr 0.00

Extra for connecting to existing nr 1.00 nr 1.00

Percentage addition;working height over 10 - 20m % 10.00 % 10.00




Extra over install roof; height allowance

Fix aluminium rainwater pipe; powder coated finish; plugged and screwed to background

Fix galvanised heavy pressed steel rainwater gutter; screwed to timber

Fix cast iron rainwater pipe; nailed to masonry

Fix aluminium rainwater gutter; powder coated finish;; plugged and screwed to background

Connect cast iron downpipe to clayware; joint (cement and sand 1:2)

Fix cast iron rainwater gutter; on brackets; screwed to timber

Fix uPVC rainwater pipe; pipe or socket brackets; plugged and screwed

Fix uPVC rainwater gutter; on brackets; screwed to timber

uPVC pipe and fittings; fixed with brackets; plugged and screwed

uPVC half round gutter and fittings; fixed with brackets; plugged and screwed

Connect aluminium downpipe to clayware; joint (cement and sand 1:2)

345

Clean

Area of panes n e 1.00m2 in area; n.e 2m above ground level m2 0.01 ft2 0.00

Area of panes n e 1.00m2 ; over 2.00 but n.e 5.00m above ground level

m2 0.01 ft2 0.00

Area of panes n e 1.00m2; over 5.00 but ne 10.00m above ground level

m2 0.01 ft2 0.00

Area of panes over 1.00 but ne 5.00m2; n.e. 2.00m above ground level

m2 0.01 ft2 0.00

Area of panes over 1.00 but ne 5.00m2; over 2.00m but n e 5.00m above ground level

m2 0.01 ft2 0.00

Area of panes over 1.00 but ne 5.00m2; over 5.00m but n e 10.00m above ground level

m2 0.01 ft2 0.00

Area of panes over 5.00 but n e 10.00m2; n.e 2m above ground level m2 0.01 ft2 0.00

Area of panes over 5.00 but n e 10.00m2 ; over 2.00 but n.e 5.00m above ground level

m2 0.01 ft2 0.00

Area of panes over 5.00 but n e 10.00m2; over 5.00 but ne 10.00m above ground level

m2 0.01 ft2 0.00

Area of panes n e 1.00m2 in area; n.e 2m above floor level m2 0.01 ft2 0.00

Area of panes n e 1.00m2 ; over 2.00 but n.e 5.00m above floor level m2 0.01 ft2 0.00

Area of panes n e 1.00m2; over 5.00 but ne 10.00m above floor level m2 0.01 ft2 0.00

Area of panes over 1.00 but ne 5.00m2; n.e. 2.00m above floor level m2 0.01 ft2 0.00

Area of panes over 1.00 but ne 5.00m2; over 2.00m but n e 5.00m above floor level

m2 0.01 ft2 0.00

Area of panes over 1.00 but ne 5.00m2; over 5.00 but n e 10.00m above floor level

m2 0.01 ft2 0.00

Area of panes over 5.00 but n e 10.00m2; n.e 2m above floor level m2 0.01 ft2 0.00

Area of panes over 5.00 but n e 10.00m2 ; over 2.00 but n.e 5.00m above floor level

m2 0.01 ft2 0.00

Area of panes over 5.00 but n e 10.00m2; over 5.00 but ne 10.00m above floor level

m2 0.01 ft2 0.00

Remove blockage from aluminium down pipe and flush with water

100mm dia rainwater pipe; vertical m 0.02 ft 0.01

125mm dia half round; over 2.00m but n e 5.00m above ground level m 0.03 ft 0.01

125mm dia half round; over 5.00m but n e 10.00m above ground level m 0.03 ft 0.01Remove blockage from cast iron down pipe and flush with water

100mm dia rainwater pipe; vertical m 0.02 ft 0.01



200m x 100mm box gutter; over 2.00 but n e 5.00m above ground level

m 0.03 ft 0.01

200m x 100mm box gutter; over 5.00 but n e 10.00m above ground level

m 0.03 ft 0.01

1200mm girth boundary wall box gutter; over 2.00 but n e 5.00m above ground level

m 0.03 ft 0.01

1200mm girth boundary wall box gutter; over 5.00 but n e 10.00m above ground level

m 0.03 ft 0.01

110mm dia rainwater pipe, vertical m 0.02 ft 0.01

170mm dia half round; over 2.00 but n e 5.00m above ground level m 0.03 ft 0.01

170mm dia half round; over 5.00 but n e 10.00m above ground level m 0.03 ft 0.01

Clean glass; externally; surfaces of glazing

Clean glass; internally; surfaces of glazing

Clean out; aluminium gutter; remove blockage; build up of silt; flush with water

Clean out; galvanised heavy pressed steel box gutters; remove blockage; build up of silt; flush with water

Clean out; cast iron gutters; remove blockage; build up of silt; flush with water

Remove blockage from uPVC down pipe and flush with waterClean out; uPVC gutter; remove blockages; build up of silt; flush with water

346

Repair

galvanised steel strip toughened sheets; 75mm corrugation; area of damage n e 0.50m2

Nr 1.50 nr 1.50

standing seam aluminium; area of damage n e 0.50m2 Nr 1.50 nr 1.50

mastic asphalt; area of damage n e 0.50m2 Nr 1.00 nr 1.00

built up felt roofing, flat; area of damage n e 0.50m2 Nr 1.00 nr 1.00

single layer plastic, area of damage n e 0.50m2 Nr 0.75 nr 0.75

flexible membrane, area of damage n e 0.50m2 nr 0.75 nr 0.75

rigid cladding sheet; damage n e 0.50m2 nr 1.50 nr 1.50

galvanised steel strip troughed sheets; damage n e 0.50m2 nr 1.50 nr 1.50

galvanised composite cladding; damage n e 0.50m2 nr 2.50 nr 2.50

Repair glazing - See Replacement

See also Doors / Windows

aluminium; 100mm dia rainwater pipe; vertical Nr 0.35 nr 0.35

cast iron; 100mm dia rainwater pipe; vertical nr 0.45 nr 0.45

uPVC; 110mm dia rainwater pipe, vertical nr 0.25 nr 0.25

aluminium gutter; 125mm dia half round; over 2.00 but n e 5.00m above ground level

nr 0.35 nr 0.35


nr 0.35 nr 0.35

cast iron gutter; 150mm dia half round; over 2.00 but n e 5.00m above ground floor level

nr 0.45 nr 0.45


nr 0.45 nr 0.45

galvanised heavy pressed steel gutter; 200m x 100mm box gutter; over 2.00 but n e 5.00m above ground level

nr 0.60 nr 0.60

galvanised heavy pressed steel gutter; 200m x 100mm box gutter; over 5.00 but n e 10.00m above ground level

nr 0.60 nr 0.60

galvanised heavy pressed steel gutter; 457mm boundary wall box gutter; (1200mm girth) over 2.00m but not exceeding 5.00m above ground level

nr 0.60 nr 0.60

galvanised heavy pressed steel gutter; 1200mm girth boundary wall box gutter; over 5.00 but n e 10.00m above ground level

nr 0.60 nr 0.60

uPVC guttter; 170mm dia half round; over 2.00 but n e 5.00m above ground level

nr 0.35 nr 0.35

uPVC gutter; 170mm dia half round; over 5.00 but n e 10.00m above ground level

nr 0.35 nr 0.35

Roof decking system m2 0.50 ft2 0.05

Wall cladding system m2 0.50 ft2 0.05

flashings m 0.20 ft 0.06





Carefully dismantle; set aside, protect and store; refix with new fixings; n e 10m height

Repair roof covering; with approved material,

Repair wall cladding with approved material,

Repair joint in rainwater system; reseal

Extra over Height allowance

347

Replace

6mm thick plate glass; in single panes panes n e 1.00m2 Nr 0.30 nr 0.30

6mm thick plate glass, in single panes panes over 1.00 but ne 2.25m2 Nr 0.30 nr 0.30

6mm thick plate glass; in single panes panes over 2.25m2 Nr 0.30 nr 0.30

6mm thick toughened safety glass; in single panes panes n e 1.00m2 Nr 0.30 nr 0.30

6mm thick toughened safety glass, in single panes panes over 1.00 but n e 2.25m2

Nr 0.30 nr 0.30

6mm thick toughened safety glass; in single panes panes over 2.25m2

Nr 0.30 nr 0.30

7m thick georgian wired safety glass; in single panes n e 1.00m2 nr 0.30 nr 0.30

7m thick georgian wired safety glass; in single panes over 1.00 but n e 2.25m2

nr 0.30 nr 0.30

7m thick georgian wired safety glass; in single panes over 2.25m2 nr 0.30 nr 0.30

18mm thick hermetically sealed double glazed units not exceeding 1.00m2

Nr 0.45 nr 0.45

18mm thick hermetically sealed double glazed units over 1.00 but n e 2.25m2

nr 0.45 nr 0.45

18mm thick hermetically sealed double glazed units over 2.25m2 nr 0.45 nr 0.45

patent glazing; aluminium alloy bars 2.55 m long at 622mm centres; fixed to supports

m2 0.30 ft2 0.03

window frame system; single tier; aluminium glazing bars at 850mm centres x 890mm long; timber supports

m2 0.30 ft2 0.03

curtain walling; aluminium system; m2 0.30 ft2 0.03

rigid cladded sheet; m2 0.30 ft2 0.03



Flashing m 0.10 ft 0.03galvanised steel strip toughened sheets; 75mm corrugations; m2 0.30 ft2 0.03

standing seam aluminium; m2 0.30 ft2 0.03

mastic asphalt; m2 0.30 ft2 0.03

built up felt roofing, m2 0.30 ft2 0.03

single layer plastic, m2 0.30 ft2 0.03

flexible membrane, m2 0.30 ft2 0.03

aluminium; 100mm diameter rainwater pipe; vertical m 0.15 ft 0.05

cast iron; 100mm diameter rainwater pipe; vertical m 0.15 ft 0.05

uPVC; 110mm diameter rainwater pipe, vertical m 0.15 ft 0.05


m 0.25 ft 0.08


m 0.25 ft 0.08


m 0.30 ft 0.09


m 0.30 ft 0.09

galvanised heavy pressed steel gutter; 200 x 100mm box gutter; over 2.00 but n e 5.00m above ground level

m 0.35 ft 0.11

galvanised heavy pressed steel gutter; 200 x 100mm box gutter; over 5.00 but n e 10.00m above ground level

m 0.35 ft 0.11

galvanised heavy pressed steel gutter;1200mm girth boundary wall box gutter; over 2.00 but n e 5.00m above ground level

m 0.35 ft 0.11

galvanised heavy pressed steel gutter; 1200mm girth boundary wall box gutter; over 5.00 but n e 10.00m above ground level

m 0.35 ft 0.11

uPVC guttter; 170mm dia half round; over 2.00 but n e 5.00m above ground level

m 0.20 ft 0.06

uPVC gutter; 170mm dia half round; over 5.00 but n e 10.00m above ground level

m 0.20 ft 0.06





Carefully take down, remove and dispose

Carefully dismantle, remove and dispose; roofing system

Extra over Height allowance

Carefully dismantle; remove and dispose; make good background

Removal item only. Replacement use NEW rates

Carefully remove pane of glass and glazing system, and replace with new, to metal

Carefully dismantle, remove and dispose; wall cladding system

348

Q.2.2.3 Lining / Partitions

Structural framing

floor joist 50 x 75 mm m 0.06 ft 0.02





frame 50 x 50 mm m 0.09 ft 0.03

frame 50 x 75 mm m 0.13 ft 0.04

frame 50 x 100 mm m 0.14 ft 0.04

frame 75 x 100 mm m 0.19 ft 0.06

kerb, bearer 50 x 50 mm m 0.05 ft 0.02







triangular fillet 50 x 50 mm m 0.07 ft 0.02



trimmer 38 x 150 mm; form opening size 760 x 760mm Nr 0.94 Nr 0.94

trimmer 50 x 175 mm; form opening size 760 x 760 mm; Nr 1.01 Nr 1.01

trimmer 75 x 225 mm; form opening size 3000 x 1000mm Nr 3.69 Nr 3.69

softwood; 300 mm centres m 0.17 ft 0.05




softwood; n e 100mm thick; 6mm dia bolt Nr 0.14 Nr 0.14

softwood; n e 150mm thick; 6 to 13mm dia bolt Nr 0.21 Nr 0.21

softwood; n e 50mm wide m 0.05 ft 0.02

softwood; over 50 but n e 100mm wide m 0.08 ft 0.02

softwood; allowance; each additional 50mm width m 0.03 ft 0.01

softwood; n e 100mm girth m 0.08 ft 0.02

softwood; over 100 but n e 200mm girth m 0.09 ft 0.03

softwood; over 200 but n e 300mm girth m 0.11 ft 0.03

softwood; allowance; each additional 100mm girth m 0.03 ft 0.01

Linings12mm thick; over 300mm wide m2 0.51 ft2 0.05

12mm thick; n e 300mm wide m 0.18 ft 0.06

12mm thick; area n e 1.00m2 Nr 0.51 Nr 0.51



18mm thick; area n e 1.00m2 Nr 0.93 Nr 0.93



18mm thick; area n e 1m2 Nr 0.33 Nr 0.33



6mm thick boarding; area n e 1m2 Nr 0.39 Nr 0.39







6mm thick boarding; n e 600mm girth m2 0.32 ft2 0.03

6mm thick boarding; over 600 but n e 1200mm girth m2 0.27 ft2 0.03

plywood; allowance; each additional 600mm girth % 0.01 % 0.01



plywood; allowance; each additional 600mm girth % 0.01 % 0.01



plywood allowance; each addition 600mm girth % 0.01 % 0.01

extra; form access panel size 600 x 600mm Nr 0.53 Nr 0.53

extra; form external angle m 0.03 ft 0.01

extra; form internal angle m 0.03 ft 0.01

extra; form hole Nr 0.02 Nr 0.02



plywood allowance; each addition 600mm girth % 0.01 % 0.01







hardboard; allowance; each additional 600mm girth % %



hardboard; allowance; each additional 600mm girth % %



hardboard allowance; each addition 600mm girth % %







hardboard allowance; each addition 600mm girth % %





Fix plywood; isolated column

Fix plywood; floor

Fix plywood; wall

Fix plywood; isolated beam

LINING / PARTITIONS

Fix timber; floor

Fix timber; wall or partition

Extra; plugging and screwing; concrete, brickwork or blockwork

Norm Hrs. IMPERIAL

Norm Hrs. METRIC

Extra;for wrought face

Extra; bolting; including form holes; concrete, brickwork or blockwork

Fix hardboard; wall

New Work

Fix hardboard; isolated column

Fix hardboard; isolated beam

Fix chipboard; floor

349

lining; one layer 12.5mm board; over 2.40 but n e 2.70m high m 0.97 ft 0.30




ceiling; one layer 12.5mm board; over 300mm wide m2 0.41 ft2 0.04

Partition 62.5mm partition; one layer 12.5mm board; over 2.10 but n e 2.40m high m 3.05 ft 0.93

62.5mm partition; one layer 12.5mm board; over 2.40 but n e 2.70m high m 3.56 ft 1.09






80mm partition; one layer 12.5mm board each side; one hour fire resistance; over 2.10 but n e 2.40m high

m 3.89 ft 1.19


m 4.49 ft 1.37


m 5.00 ft 1.53


m 5.78 ft 1.76

80mm partition; one layer 12.5mm board each side; onr hour fire resistance; over 3.30 but n e 3.60m high

m 6.34 ft 1.93


m 7.59 ft 2.31


m 8.14 ft 2.48

100mm partition; two layer 12.5mm board each side; two hour fire resistance; over 2.10 but n e 2.40m high

m 4.81 ft 1.47


m 5.53 ft 1.69


m 6.15 ft 1.88


m 6.13 ft 1.87


m 7.72 ft 2.35


m 7.59 ft 2.31


m 9.76 ft 2.98

one layer 50mm thick; half hour fire resistance; 900mm wide m 0.56 ft 0.17

two layer 50mm thick; one hour fire resistance; 900mm wide m 0.83 ft 0.25

Suspended ceilingm2 1.30 ft2 0.12

m2 0.32 ft2 0.03

over 3.50 but n e 5.00m high % 0.03 % 0.03

over 5.00 but n e 7.50m high % 0.05 % 0.05

over 7.50 but n e 10.00m high % 0.08 % 0.08

over 10.00m high % 0.10 % 0.10

Extra over fit ceiling system for working at heights above 3.50m

Fit exposed suspended ceiling system; adjustable hangers fixed to concrete or steel soffit; tegular fissured tile

Fit; gyproc laminated wall lining system; comprising metal stud frame, floor and ceiling channels; plugged and screwed to concrete; tapered edge panels; joints filled with joint filler and tape to receive direct decoration;

lay in grid; tiles 15mm thick size 600 x 600mm; over 300mm width; hangers average 400mm long

lining; one layer 12.5mm board; over 300mm width; hangers average 400mm long

Fit; gypsum plasterboard lining system; plain grade tapered edge; joints filled with joint filler and tape to receive direct decoration; to softwood

Fit suspended ceiling system; adjustable hangers fixed to concrete or steel soffit; standard size tapered edge wallboard; joints filled with joint filler and tape; finish to receive direct decoration

Fit Rockwool fire barrier; between top of suspended ceiling and concrete soffit

Fit; gyproc laminated wall lining system; comprising metal stud frame, floor and ceiling channels; plugged and screwed to concrete; tapered edge panels; joints filled with joint filler and tape to receive direct decoration;

Clean

Not applicable - See surface finishes

Repair

wall, lining or partition; area n e 0.50m2 nr 0.35 Nr 0.35

ceiling; area n e 0.50m2 nr 0.40 Nr 0.40

tile; 15mm thick size 600 x 600mm nr 0.04 Nr 0.04

Repair damaged wallboard with approved material,

Repair damaged suspended ceiling system; lay in grid ; take down existing and replace with new

350

ReplaceRemoval of linings and partitioning only. Replacement use NEW rates

12.5mm thick board; wall lining over 2.40 but n e 2.70m high m 0.24 ft 0.07




62.5mm thick partition; over 2.10 but n e 2.40m high m 0.76 ft 0.23







80mm thick partition; over 2.10 but n e 2.40m high m 0.97 ft 0.30














one layer 50mm thick; 900mm wide m 0.15 ft 0.05

two layer 50mm thick; 900mm wide m 0.15 ft 0.05Carefully take down; remove and dispose of suspended ceiling system m2 0.15 ft2 0.01

m2 0.15 ft2 0.01

over 3.50 but n e 5.00m high % 0.03 % 0.03

over 5.00 but n e 7.50m high % 0.05 % 0.05

over 7.50 but n e 10.00m high % 0.08 % 0.08

over 10.00m high % 0.10 % 0.10

Carefully take down; remove and dispose of gypsum lining system; fixed to softwood

Carefully take down , remove and dispose of gyproc partitioning system; making good background

Extra over take down ceiling system for working at heights above 3.50m

lining; one layer 12.5mm board; over 300mm width; hangers average 400mm long

lay in grid; tiles 15mm thick size 600 x 600mm; over 300mm width; hangers average 400mm long

Carefully take down; remove and dispose of Rockwool fire barrier;

351

Q.2.2.4 Doors & Windows

Door Frame Liningsize 50 x 50mm; jamb, head, sill, mullion and transom m 0.23 ft 0.07

size 50 x 75mm; jamb, head, sill, mullion and transom m 0.24 ft 0.07



size 75x 75mm; jamb, head, sill, mullion and transom m 0.28 ft 0.09

size 75x 100mm; jamb, head, sill, mullion and transom m 0.33 ft 0.10

450mm centres m 0.16 ft 0.05

Percentage adjustment % 0.05 % 0.05

n e 75mm wide m 0.15 ft 0.05

over 75 but n e 150mm wide m 0.15 ft 0.05

450mm centres m 0.16 ft 0.05

Door - External Quality44mm thick; size 807 x 2000mm nr 2.02 nr 2.02

44mm thick; size 907 x 2000mm Nr 2.02 nr 2.02

extra for rebated meeting style m ft

extra for rounded heel m ft

54mm thick; size 726 x 2040mm; one hour fire resistant nr 1.71 nr 1.71


nr 5.00 nr 5.00

nr 7.50 nr 7.50

structural opening size 900 x 2100mm nr 4.50 nr 4.50

structural opening size 1800 x 2100mm nr 7.00 nr 7.00

size 1000 x 2750mm nr 6.25 nr 6.25

size 1500 x 2750mm nr 6.75 nr 6.75

size 2400 x 2750mm nr 8.00 nr 8.00

Door - Internal Quality44mm thick; size 762 x 1981mm nr 1.30 nr 1.30


extra for rebated meeting style m ft

extra for rounded heel m ft



Window

See also wall cladding

size 900 x 600mm nr 0.83 nr 0.83

size 900 x 900mm nr 1.02 nr 1.02

size 1200 x 900mm nr 1.11 nr 1.11

size 1200 x 1200mm nr 1.34 nr 1.34

size 1200 x 1500mm nr 1.57 nr 1.57

size 900 x 600mm nr 0.83 nr 0.83

size 900 x 900mm nr 1.02 nr 1.02

size 1200 x 900mm nr 1.11 nr 1.11

size 1200 x 1200mm nr 1.34 nr 1.34

size 1200 x 1500mm nr 1.57 nr 1.57

size 630 x 925mm nr 1.11 nr 1.11

size 630 x 1515mm nr 1.11 nr 1.11

size 1240 x 925mm nr 1.62 nr 1.62

size 1240 x 1220mm nr 1.62 nr 1.62

size 1240 x 1515mm nr 1.62 nr 1.62

size 900 x 600mm nr 1.76 nr 1.76

size 900 x 900mm nr 1.90 nr 1.90

size 900 x 1200mm nr 2.04 nr 2.04

size 1200 x 1200mm nr 2.17 nr 2.17

size 1200 x 1800mm nr 2.31 nr 2.31

Fit window, softwood frame, side hung casement; hung on pair of hinges, (glazing and other ironmongery measured separately)

Fit door; semi solid flush plywood faced; hung on pair of butt hinges; (other ironmongery measured separately)

New Work

1.01

Fit door; semi solid flush plywood faced; hung on pair and a half of butt hinges; (other ironmongery measured separately)

25mm thick tongued and grooved "V" jointed boarding; 25 x 150mm ledge and brace; size 726 x 1981mm

Fit door frame and lining set; softwood

nr

Norm Hrs. IMPERIAL

1.01

Norm Hrs. METRICDOORS AND WINDOWS

Fit window; factory finished steel fixed light; polyester powder coated; fixed in position plugged and screwed to brickwork or blockwork; (glazing measured separately)

nr

Extra over fit door frame irrespective of size; plug and screw

Extra over fit door frame irrespective of size; hardwood; pelleted

Extra over fit door frame irrespective of size; hardwood; screwed

Extra over fit door frame irrespective of size; hardwood; pelleted

46mm thick; structural opening size 980 x 2100mm; single door set; panic bolt

Fit doorset; door and frame unit; insulated door plywood faced polyester coated laminated finish; hardwood lipping all edges; sheet steel bonded into core; hardwood frame; fixing with frame anchors; weather strip all round; cutting mortices

46mm thick; structural opening size 1800 x 2100mm; single door set; panic bolt

Extra over fit door frame irrespective of size; hardwood; plug and srcew

Fit rolling shutter doorset; galvanised steel; self coiling; activation by fusible link; fixing with bolts

Fit door; wrot softwood framed ledged and braced; hung on pair of butt hinges ( other ironmongery measured separately)

Fit doorset; steel door and frame unit; single action door set; polyester powder coated finish; including fitting all ironmongery

Fit door; semi solid flush plywood faced; hung on pair and a half of butt hinges; (other ironmongery measured separately)

Fit door; semi solid flush plywood faced; hung on pair of butt hinges; (other ironmongery measured separately)

Fit rooflight; galvanised steel; plugged and screwed to concrete; or screwed to timber; fixed light complete unit

Fit window, softwood frame, top hung casement; hung on pair of hinges, (glazing and other ironmongery measured separately)

352

Glass6mm thick float glass; panes n e 0.15m2 m2 0.02 ft2 0.00

6mm thick float glass; panes oveer 0.15 but n e 4.00m2 m2 0.02 ft2 0.00

6mm thick float glass; panes n e 0.15m2 m2 0.17 ft2 0.02

6mm thick float glass; panes oveer 0.15 but n e 4.00m2 m2 0.16 ft2 0.01

6mm thick georgian wired rough cast glass; panes n e 0.15m2 m2 1.74 ft2 0.16

m2 1.60 ft2 0.15

6mm thick georgian wired polished glass; panes n e 0.15m2 m2 1.76 ft2 0.16

m2 1.67 ft2 0.16

6mm thick georgian wired rough cast glass; panes n e 0.15m2 m2 1.86 ft2 0.17

m2 1.72 ft2 0.16

7.9mm thick laminated glass; in panes n e 0.15m2 m2 1.06 ft2 0.10

7.9mm thick laminated glass; in panesover 0.15 but n e 4.00m2 m2 0.82 ft2 0.08

double glazing unt; 5.9mm thick laminated glass; 6mm thick air space float; in panes n e 0.15m2

m2 3.44 ft2 0.32

double glazing unt; 5.9mm thick laminated glass; 6mm thick air space float; in panes over 0.15 but n e 4.00m2

m2 3.28 ft2 0.31

panes n e 0.15m2 m2 0.78 ft2 0.07

panes over 0.15 but n e 4.00m2 m2 0.69 ft2 0.06

panes n e 0.15m2 m2 0.78 ft2 0.07

panes over 0.15 but n e 4.00m2 m2 0.69 ft2 0.06

Ironmongery; butt hinge (pair) nr 0.23 nr 0.23

casement stay and hasp nr 0.16 nr 0.16

door closer; light duty surface fixed nr 0.93 nr 0.93

kicking plate nr 0.23 nr 0.23

latch; cylinder rim night latch nr 0.69 nr 0.69

lock, upright mortice nr 0.77 nr 0.77

lock; dead lock nr 0.39 nr 0.39

pull handle; back fixed nr 0.16 nr 0.16

push plate nr 0.16 nr 0.16

butt hinge (pair) nr 0.32 nr 0.32


















Fit to door or window; metal

Fit to door or window; hardwood

Fit to door or window; softwood

6mm thick georgian wired rough cast glass; panes over 0.15 but n e 4.00m2

6mm thick georgian wired rough cast glass; panes over 0.15 but n e 4.00m2

Fit glazing; metal with metal casement putty and clip on beads

Fit glazing; wood with screwed beads and butyl compound

Fit glazing; metal with setting blocks, silicone butyl glazing mastic and pressed steel beads

Apply; shatterproof film; surface of glass

6mm thick georgian wired polished glass; panes over 0.15 but n e 4.00m2

Fit glazing; wood with putty

Apply; solar reflective film; surface of glass

Clean

For cleaning glass - See Roof decking

353

Repair

44mm thick door; size 807 x 2000mm nr 0.75 nr 0.75




doorset; structural opening size 900 x 2100 nr 3.75 nr 3.75

doorset; structural opening size 1800 x 2100 nr 5.25 nr 5.25

irrespective of opening size nr 1.25 nr 1.25

44mm thick door; size 807 x 2000 nr 0.75 nr 0.75




900 x 600mm nr 0.35 nr 0.35

1200 x 600mm nr 0.35 nr 0.35

1500 x 600mm nr 0.35 nr 0.35


general surface; n e 300mm girth m2 0.33 ft2 0.03

general surface; n e 0.50m2 nr 0.56 nr 0.56

window; panes over 0.15m2 m2 0.94 ft2 0.09

window; panes n e 0.15m2 m2 1.09 ft2 0.10


general surface; n e 300mm girth m2 0.42 ft2 0.04

general surface; n e 0.50m2 nr 0.68 nr 0.68

window; panes over 0.15m2 m2 1.18 ft2 0.11

window; panes n e 0.15m2 m2 1.35 ft2 0.13

Carefully take off internal quality door from frame; remove support hinges; realign door edge and hinges refix to frame; rehang door; make good finish

Carefully take off external quality door from frame; set aside door; remove support hinges; realign door edge and hinges refix to frame; rehang door; make good finish

Strip with chemical agent, rub down to remove existing painting system; metal, or wood surface

Carefully take off opening light from window; set aside casement; remove support hinges; realign casement edge and hinges; rehang casement; make good

Carefully dismantle fusible link from rolling shutter doorset; repair and reinstall

Carefully take off steel security door; dismantle counterweight system; remove and set aside door; realign and reinstall counterweight system; rehang door

Removal of existing paint system only. Replacement (repainting) use New Painting rates Surface Finishe s

Burn off, rub down to remove existing painting system; metal, or wood surface

Replace

6mm thick sheet or plate glass; glazed with putty m 0.11 ft 0.03

6mm thick sheet or plate glass; glazed with screwed beads m 0.23 ft 0.07

6mm thick sheet or plate glass; glazed with metal casement putty m 0.11 ft 0.03

6mm thick sheet or plate glass; glazed with clip on beads m 0.14 ft 0.04

6mm thick wired or toughened glass; glazed with putty m 0.14 ft 0.04

6mm thick wired or toughened glass; glazed with screwed beads m 0.28 ft 0.09

6mm thick wired or toughened glass; glazed with putty m 0.14 ft 0.04

6mm thick wired or toughened glass; glazed with screwed beads m 0.17 ft 0.05

unit; single door nr 0.69 nr 0.69

unit; double (pair) nr 1.15 nr 1.15

door; single nr 0.92 nr 0.92

door; double (pair) nr 1.37 nr 1.37

door; single nr 0.92 nr 0.92

door; double (pair) nr 1.37 nr 1.37

size 1000 x 2750mm nr 1.15 nr 1.15

size 1500 x 2750mm nr 1.35 nr 1.35

size 2400 x 2750mm nr 1.65 nr 1.65

size 900 x 600mm nr 0.25 nr 0.25

size 900 x 900mm nr 0.25 nr 0.25

size 1200 x 900mm nr 0.35 nr 0.35

size 1200 x 1200mm nr 0.35 nr 0.35

size 1200 x 1500mm nr 0.40 nr 0.40

size 630 x 925mm nr 0.25 nr 0.25

size 630 x 1515mm nr 0.35 nr 0.35

size 1240 x 925mm nr 0.35 nr 0.35

size 1240 x 1220mm nr 0.35 nr 0.35

size 1240 x 1515mm nr 0.40 nr 0.40

size 900 x 600mm nr 0.25 nr 0.25

size 900 x 900mm nr 0.25 nr 0.25

size 900 x 1200mm nr 0.35 nr 0.35

size 1200 x 1200mm nr 0.35 nr 0.35

size 1200 x 1800mm nr 0.42 nr 0.42










Dismantle window complete with glazing; factory finished steel fixed light; remove to agreed location on site; make good opening exposed

Dismantle rooflight; galvanised steel; fixed light complete unit; remove to agreed location on site; make good opening exposed

Carefully dismantle; remove and dispose of ironmongery from timber or metal; filling in exposed fixing holes

Dismantle window complete with glazing, timber casement; remove to agreed location on site; make good opening exposed

Carefully remove existing glass and glazing; hack out and prepare wood rebate; irrespective size of pane

Carefully remove existing glass and glazing; hack out and prepare; metal rebate; irrespective size of pane

Carefully remove existing glass and glazing; hack out and prepare wood rebate; irrespective size of pane

Carefully remove existing glass and glazing; hack out and prepare; metal rebate; irrespective size of pane

Dismantle external door, metal frame complete; remove to agreed location on site; make good opening exposed

Removal of existing glass and glazing only. Replace ment (reglazing) use New Doors / Windows rates

Removal and preparation only, for replacement use N EW rates

Dismantle rolling shutter doorset; remove to agreed location on site; make good opening exposed

Dismantle external door; from timber ; remove to agreed location on site; make good frame

Dismantle internal door, timber frame and architraves complete; remove to agreed location on site; make good opening exposed

354

Q.2.2.5 Surface Finishes

Floor Preparationfloor; 3mm thick; one coat; level or to falls; over 300 mm wide; m2 0.09 ft2 0.01floor; 3mm thick; one coat; to falls and crossfalls; over 300mm wide; m2 0.09 ft2 0.01

floor; 3mm thick; one coat; slopes over 15 deg; over 300 mm wide; m2 0.16 ft2 0.02

floor; 3mm thick; one coat; level or to falls; n e 300mm wide; m 0.22 ft 0.07

floor; 3mm thick; one coat; to falls and crossfalls; n e 300mm wide; m 0.22 ft 0.07

floor; 3mm thick; one coat; to slopes over 15 deg; n e 300mm wide; m 0.22 ft 0.07

floor; 3mm thick; one coat; level or to falls; over 300 mm wide; m2 0.14 ft2 0.01

floor; 3mm thick; one coat; to falls and crossfalls; over 300mm wide; m2 0.14 ft2 0.01

floor; 3mm thick; one coat; slopes over 15 deg; over 300 mm wide; m2 0.14 ft2 0.01

floor; 3mm thick; one coat; level or to falls; n e 300mm wide; m2 0.19 ft2 0.02

floor; 3mm thick; one coat; to falls and crossfalls; n e 300mm wide; m2 0.19 ft2 0.02

floor; 3mm thick; one coat; to slopes over 15 deg; n e 300mm wide; m2 0.19 ft2 0.02

floor 50mm thick; level or to falls; over 300mm wide m2 0.32 ft2 0.03floor 50mm thick; to falls and crossfalls; over 300mm wide m2 0.33 ft2 0.03floor 50mm thick; to slopes over 15 deg; over 300mm wide m2 0.34 ft2 0.03extra for floated finish; irrespective of surface gradient m2 0.01 ft2 0.00extra for trowelled finish; irrespective of surface gradient m2 0.01 ft2 0.00extra; single layer wrapping fabric reinforcement m2 0.09 ft2 0.01

50mm thick; level or to falls; over 300mm wide m2 0.18 ft2 0.02

50mm thick; to falls and crossfalls; over 300mm wide m2 0.35 ft2 0.03

50mm thick; to slopes over 15 deg; over 300mm wide m2 0.36 ft2 0.03

extra sprinkling carborundum grit on surface; trowelled in m2 0.12 ft2 0.01

extra treating surface with hardener m2 0.06 ft2 0.01

percentage adjustment working in staircase area % 0.03 % 0.03

percentage adjustment working in plant room % 0.03 % 0.03

Fix ; brass; run into concrete dividing strip 10 x 3mm wide; including anchoring with wire; m 0.39 ft 0.12

nosing 60 x 32mm m 0.48 ft 0.15

nosing 92 x 32mm m 0.67 ft 0.20

Wall preparation12mm thick; wall; over 300mm wide m2 0.26 ft2 0.02

12mm thick; wall; n e 300mm wide m 0.11 ft 0.03

extra for floated finish m2 0.01 ft2 0.00

extra for trowelled finish m2 0.01 ft2 0.00

3mm thick; 9mm thick lining; wall; over 300mm wide; screwed to metal m2 0.36 ft2 0.03

3mm thick; 9mm thick lining; wall; n e 300 wide; screwed to metal m 0.22 ft 0.07

3mm thick; 9mm thick lining; isolated column; over 300mm wide m2 0.36 ft2 0.03

3mm thick; 9mm thick lining; isolated column; n e 300mm wide m 0.22 ft 0.07

3mm thick; 9mm thick lining; over 300mm wide; m2 0.12 ft2 0.01

3mm thick; 9mm thick lining; n e 300mm wide; m 0.08 ft 0.02

13mm thick; wall; over 300mm wide m2 0.22 ft2 0.02

13mm thick; wall; n e 300mm wide m 0.10 ft 0.03

13mm thick; isolated column; over 300mm wide m2 0.28 ft2 0.03

13mm thick; isolated column; n e 300mm wide m 0.15 ft 0.05

13mm thick; over 300mm wide; m2 0.12 ft2 0.01

13mm thick; n e 300mm wide; m 0.08 ft 0.02



Ceiling preparation3mm thick; 9mm thick baseboard; ceiling over 300mm wide; screwed to metal

m2 0.43 ft2 0.04

3mm thick; 9mm thick baseboard; ceiling n e 300mm wide; screwed to metal

m 0.06 ft 0.02

3mm thick; 9mm thick baseboard; isolated beam; over 300 wide; screwed to metal

m2 0.36 ft2 0.03

3mm thick; 9mm thick baseboard; isolated beam; n e 300 wide; screwed to metal

m 0.22 ft 0.07

13mm thick; ceiling; over 300mm wide m2 0.26 ft2 0.02

13mm thick; ceiling; n e 300mm wide m 0.12 ft 0.04

13mm thick; isolated beam; over 300mm wide m2 0.31 ft2 0.03

13mm thick; isolated beam n e 300mm wide m 0.15 ft 0.05

13mm thick; over 300mm wide; m2 0.40 ft2 0.04

13mm thick; n e 300mm wide; m2 0.06 ft2 0.01



percentage adjustment; over 3.5m high % 0.04 % 0.04

angle bead; brickwork or blockwork m 0.03 ft 0.01

angle bead; concrete m 0.04 ft 0.01

stop bead; brickwork or blockwork m 0.04 ft 0.01

stop bead; concrete m 0.04 ft 0.01

architrave bead; brickwork or blockwork m 0.05 ft 0.02

architrave bead; concrete m 0.05 ft 0.02

Extra over ceiling preparation forFix plaster accessories;

Lay granolithic paving; cement and granite chippings; on concrete laid whilst green; trowelled finish

Norm Hrs. IMPERIAL

Extra over floor preparation for

Apply cement and sand (1:3); render; to concrete, brickwork or blockwork

Apply plaster; one coat work; finishing coat; including fix baseboard; steel trowelled finish

Norm Hrs. METRIC

New Work

Lay cement and sand (1:3); screed; on concrete

Lay latex based levelling compound;

Lay acrylic based levelling compound;

Fix ; aluminium alloy; plugged and screwed; concrete

SURFACE FINISHES

Extra; fixed to softwood

Apply plaster; two coat work; bonding and finishing coat; prepared background; steel trowelled finish

Extra; fixed to metal lathing

Extra over wall preparation for

Apply plaster; one coat work; finishing coat; including baseboard; steel trowelled finish

Apply plaster; two coat work; bonding and finishing coat; prepared background; steel trowelled finish

Extra; fixed to metal lathing

355

0.30mm thick; 10mm mesh; over 300mm wide; softwood m2 0.32 ft2 0.03

0.30mm thick; 10mm mesh; n e 300mm wide; softwood m 0.13 ft 0.04

0.30mm thick; 10mm mesh; over 300mm wide; concrete, brickwork or blockwork

m2 0.43 ft2 0.04

0.30mm thick; 10mm mesh; n e 300mm wide; concrete, brickwork or blockwork

m 0.18 ft 0.05

0.30mm thick; 10mm mesh; over 300mm wide; wired to steelwork m2 0.41 ft2 0.04

0.30mm thick; 10mm mesh; n e 300mm wide; wired to steelwork m 0.21 ft 0.06

Floor finish

See also painting section12mm thick; floor; level or to falls; over 300mm wide m2 1.07 ft2 0.10

12mm thick; floor; falls and to crossfalls; over 300mm wide m2 1.09 ft2 0.10

12mm thick; floor; to slopes over 15 deg; over 300mm wide m2 1.12 ft2 0.10



12mm thick; tread; n e 300mm wide; m 0.39 ft 0.12

12mm thick; plain riser; n e 300mm wide; m 0.42 ft 0.13

12mm thick; coved skirting; 150mm high; m 0.30 ft 0.09

extra over 12mm thick tile; bullnosed edge m 0.05 ft 0.02

extra over 12mm thick tile; fair edge Nr 0.05 Nr 0.05

extra over 12mm thick tile; internal angle Nr 0.11 Nr 0.11

extra over 12mm thick tile; external angle Nr 0.11 Nr 0.11

3mm thick; floor; over 300mm wide; level or to falls; m2 0.23 ft2 0.02

3mm thick; floor; over 300mm wide; to slopes n e 15 deg; m2 0.23 ft2 0.02

3mm thick; floor; n e 300mm wide; level or to falls m 0.31 ft 0.10

3mm thick; floor; n e 300mm wide; to slopes n e 15 deg m 0.31 ft 0.10





2mm thick; floor; n e 300mm wide; level or to falls m 0.44 ft 0.13

2mm thick; floor; n e 300mm wide; to slopes n e 15 deg m 0.44 ft 0.13


extra for raking cutting m 0.32 ft 0.102mm thick; skirting; 100mm high; welded butt joints to sheet or tile flooring; cove former

m 0.17 ft 0.05

extra for internal angle nr 0.04 Nr 0.04

extra for external angle nr 0.04 Nr 0.04



3mm thick; floor; n e 300mm wide; level or to falls; m 0.78 ft 0.24

3mm thick; floor; n e 300mm wide; to slopes n e 15 deg; m 0.78 ft 0.24



Extra over vinyl tiling; irrespective of thickness hot welding joint m 0.17 ft 0.05

2mm thick; flooring; over 300 mm wide; level or to falls m2 0.09 ft2 0.01

2mm thick; flooring; over 300 mm wide; to slopes n e 15 deg; m2 0.09 ft2 0.01

2mm thick; flooring; n e 300mm wide; level or to falls m 0.93 ft 0.28

2mm thick; flooring; n e 300mm wide; to slopes n e 15 deg m 0.93 ft 0.28



2mm thick; skirting; 100mm high; cove former and capping. m 0.20 ft 0.06



2.5mm thick; flooring; over 300 mm wide; level or to falls m2 0.69 ft2 0.06

2.5mm thick; flooring; over 300 mm wide; to slopes n e 15 deg m2 0.73 ft2 0.07

2.5mm thick; flooring; n e 300 mm wide; level or to falls m 0.93 ft 0.28

2.5mm thick; flooring; n e 300 mm wide; to slopes n e 15 deg m 0.93 ft 0.28



2.5mm thick; skirting; 100 mm high; cove former and capping m 0.34 ft 0.10



3.5mm thick; flooring; over 300mm wide; level or to falls m2 0.97 ft2 0.09

3.5mm thick; flooring; over 300mm wide; to slopes n e 15 deg m2 1.00 ft2 0.09

3.5mm thick; flooring; n e 300mm wide; level or to falls m 1.12 ft 0.34

3.5mm thick; flooring; n e 300mm wide; to slopes n e 15 deg; m 1.12 ft 0.34



3.5mm thick; skirting; 100mm high; cove former and capping m 0.06 ft 0.02

flooring; over 300mm wide; level or to falls; m2 0.09 ft2 0.01

flooring; over 300mm wide; to slopes n e 15 deg; m2 0.42 ft2 0.04

flooring; n e 300mm wide; level or to falls; m2 0.56 ft2 0.05

flooring; n e 300mm wide; to slopes n e 15 deg; m2 0.56 ft2 0.05



flooring; over 300mm wide, level or to falls m2 0.67 ft2 0.06



Fix galvanised steel; stiffened expanded metal lathing;

Lay sheet safety flooring; welded joints; fix with adhesive

Lay carpet tile; size 500 x 500mm butt joints; fix with double sided tape

Lay sheet carpet; fixed at edge with tackless gripper; laid on wool felf underlay; jointed with seam tape

Lay thermoplastic tiling; size 300 x 300mm; fixed with adhesive; butt joints; laid symmetrical pattern;

Form

Lay vinyl tiling;size 300 x 300; fix with adhesive; butt joints; symmetrical pattern;

Lay vinyl tiling; size 450 x 450; fix with adhesive; butt joints; symmetrical pattern;

Lay sheet flooring; hot welded joints; fix with adhesive

Lay sheet flooring; hot welded joints; fix with adhesive

Lay clay floor tiling; size 150 x 150mm; bedded and jointed in cement mortar; laid symmetrical pattern; screeded base

356

flooring; over 300mm wide; level or to falls; m2 0.97 ft2 0.09

flooring; over 300mm wide; to slopes n e 15 deg; m2 0.97 ft2 0.09

flooring; n e 300mm wide; level or to falls; m2 1.18 ft2 0.11

flooring; n e 300mm wide; to slopes n e 15 deg; m2 1.18 ft2 0.11



percentage adjustment; working in staircase area % 0.03 % 0.03

percentage adjustment; working in plant room % 0.03 % 0.03

aluminium; naplock carpet trim; single m 0.28 ft 0.09

aluminium; naplock carpet trim; double m 0.09 ft 0.03

stair nosing m 0.44 ft 0.13

carpet edging m 0.31 ft 0.09

copper grid system m 0.15 ft 0.04

Wall finish5.5mm thick wall covering; over 300mm wide; m2 1.03 ft2 0.10

5.5mm thick wall covering; n e 300mm wide; m 1.18 ft 0.365.5mm thick; wall covering; isolated areas n e 1m2; Nr 1.15 Nr 1.15

5.5mm thick; isolated beam; over 300mm wide; m2 1.03 ft2 0.10

5.5mm thick; isolated beam; n e 300mm wide; m 1.18 ft 0.36

5.5mm thick; isolated column; over 300mm wide; m2 1.03 ft2 0.10

5.5mm thick; isolated column; n e 300mm wide; m 1.18 ft 0.36



plastered wall or column over 300 girth m2 0.08 ft2 0.01

plastered ceiling or beam over 300 girth m2 0.09 ft2 0.01

plastered wall or column over 300 girth m2 0.13 ft2 0.01

plastered ceiling or beam over 300 girth m2 0.14 ft2 0.01

brickwork or blockwork wall; over 300mm girth m2 0.21 ft2 0.02

cement render or concrete wall; over 300mm girth m2 0.20 ft2 0.02

isolated area; n e 300mm girth m 0.10 ft 0.03

plastered wall or ceiling ; over 300mm girth; m2 0.18 ft2 0.02

Extra for applying emulsion paint height allowance over 3.50 but n e 5.00m high m2 0.03 ft2 0.00

plastered wall or ceiling ; over 300mm girth; m2 0.24 ft2 0.02

Extra for applying emulsion paint height allowance over 3.50 but n e 5.00m high m2 0.03 ft2 0.00

wood surface; over 300mm girth m2 0.32 ft2 0.03

wood isolated surface; n e 300mm girth m2 0.13 ft2 0.01

wood isolated area n e 0.50m2 Nr 0.24 Nr 0.24

wood; glazed window; panes; area n e 0.10m2 m2 0.54 ft2 0.05

wood; glazed window; panes; area over 0.10m2 but n e 0.50m2 m2 0.43 ft2 0.04


wood; glazed window; panes; area over 1.00 but ne 4.00m2 m2 0.32 ft2 0.03

metal surface; over 300mm girth m2 0.32 ft2 0.03

metal isolated surface; n e 300mm girth m2 0.13 ft2 0.01

metal isolated area n e 0.50m2 Nr 0.24 Nr 0.24

metal; glazed window; panes; area n e 0.10m2 m2 0.54 ft2 0.05

metal; glazed window; panes; area over 0.10m2 but n e 0.50m2 m2 0.43 ft2 0.04


metal; glazed window; panes; area over 1.00 but ne 4.00m2 m2 0.32 ft2 0.03

wood surface; over 300mm girth m2 0.35 ft2 0.03

wood isolated surface; n e 300mm girth m2 0.15 ft2 0.01

wood isolated area n e 0.50m2 Nr 0.27 Nr 0.27

wood; glazed window; panes; area n e 0.10m2 m2 0.59 ft2 0.05



wood; glazed window; panes; area over 1.00 but ne 4.00m2 m2 0.35 ft2 0.03

metal surface; over 300mm girth m2 0.32 ft2 0.03

metal isolated surface; n e 300mm girth m2 0.13 ft2 0.01

metal isolated area n e 0.50m2 Nr 0.24 Nr 0.24

metal; glazed window; panes; area n e 0.10m2 m2 0.54 ft2 0.05metal; glazed window; panes; area over 0.10m2 but n e 0.50m2 m2 0.43 ft2 0.04


metal; glazed window; panes; area over 1.00 but ne 4.00m2 m2 0.32 ft2 0.03

steelwork; general surface; over 300mm girth m2 0.29 ft2 0.03

percentage adjustment; working in staircase area % 0.03 % 0.03

percentage adjustment; working in plant rooms % 0.03 % 0.03

Prepare surface; touch up primer; apply two undercoats and one finishing coat oil gloss paint; internally

Prepare surface; touch up primer; apply two undercoats and one finishing coat oil gloss paint; externally

Prepare surface; touch up primer; apply two undercoats and one finishing coat oil gloss paint; externally

Extra over wall finish for

Extra over floor finish for

Fix; flooring accessories

Fix ceramic wall tile; size 152 x 152mm; butt jointed and fixed with approved adhesive; flush pointed with white grout

Prepare surface and apply; two coats of emulsion paint

Prepare, size and hang medium grade lining paper

Prepare, size and hang decorative vinyl wallpaper;

Lay rubber tiles; size 1.00 x 1.00; symmetrical pattern; fix with adhesive

Prepare surface; mask obstructions and protect adjacent areas; spray apply elastomeric paint system; carefully remove masking and protection on completion

Clean

floor finish; washable; over 300mm wide m2 0.01 ft2 0.00

floor finish; carpet; over 300mm wide m2 0.02 ft2 0.00

wall finish; washable; over 300mm wide m2 0.02 ft2 0.00

ceiling finish; washable; over 300mm wide m2 0.03 ft2 0.00

height allowance over 3.50 but n e 5.00m high % 0.10 % 0.10

height allowance over 5.00m high % 0.10 % 0.10

Clean down surface;

Extra over clean down surface for

357

Repair

floor finish; quarry tiles; in area n e 1.00m2 nr 0.25 Nr 0.25

floor finish; thermoplastic tiles; in area n e 1.00m2 nr 0.25 Nr 0.25

floor finish; vinyl tiles;in area n e 1.00m2 nr 0.20 Nr 0.20

floor finish; vinyl sheet flooring; in area n e 1.00m2 nr 0.20 Nr 0.20

floor finish; safety flooring; in area n e 1.00m2 nr 0.20 Nr 0.20

floor finish; carpet tiles; in area n e 1.00m2 nr 0.15 Nr 0.15

floor finish; rubber tiles; in area n e 1.00m2 nr 0.20 Nr 0.20

floor finish; sheet carpeting; in area n e 1.00m2 nr 0.20 Nr 0.20

wall; wallpaper and lining paper; in area n e 0.50m2; nr 0.20 Nr 0.20

wall; elastomeric paint; in area n e 0.50m2 nr 0.30 Nr 0.30

wall; ceramic tiles; in area n e 0.50m2 nr 0.35 Nr 0.35

ceiling; wallpaper and lining paper; in area n e 0.50m2; nr 0.20 Nr 0.20

ceiling; elastomeric paint; in area n e 0.50m2 nr 0.30 Nr 0.30

Take up loose material, clean and prepare surface and refix with approved adhesive;

Clean down, remove loose or damaged material; prepare background and apply approved material; surface finish to match existing;

Replace

Removal only. Replacement use NEW rates

floor preparation; screed; over 300mm wide m2 0.15 ft2 0.01

floor finish; clay tiles; over 300mm wide m2 0.20 ft2 0.02

floor finish; thermoplastic tiles; over 300mm wide m2 0.10 ft2 0.01

floor finish; vinyl tiles; over 300mm wide m2 0.10 ft2 0.01

floor finish; vinyl sheet flooring; over 300mm wide m2 0.10 ft2 0.01

floor finish; safety flooring; over 300mm wide m2 0.10 ft2 0.01

floor finish; carpet tiles; over 300mm wide m2 0.05 ft2 0.00

floor finish; rubber tiles; over 300mm wide m2 0.10 ft2 0.01

floor finish; sheet carpeting; over 300mm wide m2 0.20 ft2 0.02

wall preparation; plaster; over 300mm wide m2 0.33 ft2 0.03

wall preparation; render; over 300mm wide m2 0.25 ft2 0.02

ceiling preparation; plaster; over 300mm wide m2 0.68 ft2 0.06


height allowance over 5.00m high % 0.10 % 0.10Hack off and remove material; including bed or backing; clean prepare backgound surface to receive new surfacing

wall finish; ceramic tiles; over 300mm wide m2 0.83 ft2 0.08wall finish; wallpaper and lining paper; over 300mm wide m2 0.10 ft2 0.01

wall finish; elastomeric paint; over 300mm wide m2 0.12 ft2 0.01

ceiling finish; wallpaper and lining paper; over 300mm wide m2 0.10 ft2 0.01

ceiling finish; elastomeric paint; over 300mmm wide m2 0.12 ft2 0.01


height allowance over 5.00m high % 0.10 % 0.10

extra over remove wall and ceiling finish for

Hack off and remove material; rake out joint or hack face of background to form key for in-situ finish

Hack up or take up material, remove all adhesive, level and prepare to receive new finish

extra over wall and ceiling preparation for

Carefully remove surface finish , fill with approved material, level surface finish and prepare to receive new surfacing

358

R.1 Fireproofing Norms

Fabricate & Install Fireproofing to Walls, Ceilings & Ductwork

NormA60 Rated without lining and vapour barrier m2 0.90A60 Rated with vapour barrier but without lining m2 1.00A60 Rated with Stainless/Galv Steel lining but without vapour barrier m2 2.60A60 Rated with Stainless/Galv Steel lining and vapour barrier m2 2.80

Norm Norm Norm Norm Norm Norm NormCement Based m2 2.500 2.550 2.700 2.900 3.050 3.200 3.350Epoxy Based m2 2.600 3.000 3.400 3.900 4.400 4.900 5.500

30mm Thick

Unit

Unit

75mm Thick

Fireproofing Thickness

Install Fireproofing to any surface

Fireproofing Thicknessn.e. 10mm

Thick15mm Thick 20mm Thick 35mm Thick 40mm Thick25mm Thick

359

S.1 Safety & Loss Prevention Norms

Install Fire Fighting & Safety Equipment

UnitNorm

Fire etinguishers Nr 4.00 Hydrants Nr 16.00 Hose Reels Nr 8.00 Dual Agent Hose Reels Nr 24.00 Monitors Nr 16.00 Fireman's Equipment Cabinet Nr 32.00 Survival Suit and Life Jacket Lockers Nr 16.00 Lifebuoys Nr 5.00 Eyewash Stations Nr 4.00 Breathing Apparatus Cabinets Nr 12.00 Safety Shower with Eyewash Nr 8.00 Deluge and Sprinkler Skid Nr 160.00 Escape Chute System Nr 200.00 Free Fall Lifeboat Nr 400.00 Miscellaneous Items & Equipment N.Exc. 25Kg each Nr 8.00

Install