philippinos - standard method of measurement
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Philippinos - Standard method of measurementTRANSCRIPT
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PSMM
STANDARD METHOD OF MEASUREMENT OF BUILDING WORKS FOR THE PHILIPPINES
SECOND EDITION SEPTEMBER 1999
DAVIS LANGDON & SEAH PHILIPPINES INC.
Philippine Copyright 1996 by Davis Langdon & Seah Philippines Inc. This document is copyrighted to Davis Langdon & Seah Philippines Inc. under Copyright Registration No. A-99-964 dated 24 September 1999. All rights reserved by Davis Langdon & Seah Philippines Inc. No part of this publication may be reproduced or copied in any form without prior written permission from Davis Langdon & Seah Philippines Inc.
Copyright : Davis Langdon & Seah Philippines Inc.
PSMM
STANDARD METHOD OF MEASUREMENT OF BUILDING WORKS FOR THE PHILIPPINES
SECOND EDITION SEPTEMBER 1999
DAVIS LANGDON & SEAH PHILIPPINES INC.
Copyright : Davis Langdon & Seah Philippines Inc.
Contents
Preface General Principles 01520 Temporary Construction 02050 Demolition 02100 Site Preparation 02152 Shoring 02160 Excavation Support Systems 02200 Earthwork 02250 Diaphragm Walls 02361 Steel Sheet Piling 02362 Precast Concrete Piles 02363 Cast in Place Concrete Piles in Driven
Casings 02364 Isolated Steel Piles 02370 Bored Cast in Place Piles 02400 Contractor Designed Piles 02500 Paving and Surfacing 02605 Utility Trenches and Structures 02660 Water Distribution (see 02700) 02700 Sewerage and Drainage 02830 Fencing and Gates 02840 External Furniture, Fixtures and Fittings 02900 Soft Landscaping 03100 Concrete Formwork 03200 Concrete Reinforcement 03230 Stressing Tendons 03231 Contractor Designed Stressing Tendons 03250 Concrete Accessories 03300 Cast in Place Concrete 03345 Concrete Finishing 03400 Precast Concrete 03420 Prestressed Precast Concrete 03500 Cementitious Decks and Toppings
04200 Unit Masonry 05100 Structural Steelwork 05500 Metal Fabrications 05700 Ornamental Metal (see 05500) 06100 Rough Carpentry 06160 Sheet and Board Linings and Panelling 06200 Finish Carpentry 06400 Architectural Woodwork 06600 Plastic Fabrications (see 05500) 07110 Sheet Membrane and Felt Waterproofing 07120 Asphalt and Fluid Applied Waterproofing 07190 Vapor Retarders 07200 Insulation 07300 Shingles and Roofing Tiles 07400 Manufactured Roofing and Siding 07510 Sheet Membrane and Felt Roofing
(see 07110) 07540 Asphalt and Fluid Applied Roofing (see 07120) 07900 Sealants 08100 Metal Doors and Frames 08210 Wood Doors and Frames 08220 Plastic Doors and Frames (see 08100) 08400 Entrance Screens, Shopfronts and
Frameless Glass Doors 08500 Metal Windows, Rooflights and Screens 08610 Wood Windows, Rooflights and Screens 08630 Plastic Windows, Rooflights and Screens
(see 8500) 08700 Hardware 08800 Glazing
08900 Curtain Walls 09100 Suspended Ceilings and Metal Support Systems 09205 Metal Lathing 09220 Plaster and Render 09250 Gypsum Board 09300 Tile and Slab Finishes 09550 Wood Flooring 09650 Resilient Flooring 09680 Carpet (see 9650) 09795 Trims, Division Strips, Nosings and the Like 09900 Painting 09950 Paperhanging 10150 Compartments and Cubicles 10200 Louvers and Vents 10270 Access Flooring 10430 Exterior Signs 10440 Interior Signs (see 10430) 10615 Demountable Partitions 10800 Toilet and Bathroom Accessories 11010 Maintenance Equipment (see 14000) 12600 Furniture and Accessories 13800 Building Automation Systems (see 16000) 14000 Conveying Systems 15000 Mechanical Installations 15300 Fire Protection 15400 Plumbing (see 15300) 15440 Plumbing Fixtures 16000 Electrical Installations Index
Copyright : Davis Langdon & Seah Philippines Inc.
Preface In recent years Quantity Surveying has become a well recognised and increasingly important profession in the construction industry in the Philippines. With Bills of Quantities being used more extensively for tender documentation it has become necessary to produce a local Standard Method of Measurement with the following aims in mind:- (a) To produce a method of measurement which is based on local construction techniques and using local terminology (b) To produce a method of measurement based on local estimating methods (c) To produce a method of measurement which is consistent and easy to understand One of the means of achieving these aims was to produce this method of measurement based on the 16 division format used in North America for specifications and other project information. This is published in various forms by several U.S. and Canadian Organisations and has been widely adopted for use on projects in the Philippines. This method of measurement is based on the version published as "Masterformat, Master List of Titles and Numbers for the Construction Industry" produced by the Construction Specifications Institute (Canada) and Construction Specifications Canada. This will make a move towards greater uniformity in the production of information on construction projects making it more clear and easily understood by everyone involved. Prior to the introduction of this Standard Method of Measurement for the Philippines (PSMM), methods of measurement from other countries have been used which have not achieved the criteria above. With the launch of PSMM we hope that estimators will be able to price tenders accurately and with confidence and the administration of contracts will become easier. The PSMM was first published in March 1997. This second edition has incorporated comments and suggestion made to the first edition and also incorporates new sections for MEP works. In an effort to continuously improve this PSMM we welcome comments and suggestion from clients, consultants, contractors and interested bodies. This PSMM is produced exclusively for use by Davis Langdon & Seah and expressed written permission should be obtained from us should any third party wish to make use of it. September 1999
Copyright : Davis Langdon & Seah Philippines Inc.
General Principles 1. Introduction 1.1 This Standard Method of Measurement provides a uniform basis for measuring building works and embodies the essentials of good practice. Bills of Quantities shall fully describe and accurately represent the quantity and quality of the works to be carried out. More detailed information than is required by these rules shall be given where necessary in order to define the nature and extent of the required work. 1.2 The rules apply to measurement of proposed work and executed work. 1.3 Work is held to be carried out in accordance with the relevant Specification Clauses and drawings as though they were fully set out in the bills of quantities. 2. Use of the tabulated rules Generally 2.1 The rules in this document are set out in tables. Each table is split into three parts: (a) Information to be provided which lists any information which is required to
be provided with the bills of quantities (b) Classification table where the main components of the description are
contained (c) Supplementary rules for the preparation of the bills of quantities which are
separated into four types; measurement rules, definition rules, coverage rules and supplementary information
Classification tables 2.2 The classification table is split into four columns. Each item description shall identify the work with respect to one descriptive feature drawn from each of the first three columns in the classification table and as many of the descriptive features in the fourth column as are applicable to the item. 2.3 The lists in each column is not intended to be exhaustive. 2.4 Within the classification table, where a broken line is shown, the rules given above and below the broken line may be used as alternatives. Supplementary rules 2.5 Within the supplementary rules everything above the bold horizontal line, which is immediately below the classification table heading, is applicable throughout that table. 2.6 Measurement rules set out when work shall be measured and the method by which quantities shall be computed. 2.7 Definition rules define the extent and limits of the work represented by a word or expression used 2.8 Coverage rules draw attention to particular incidental work which are held to be included in items 2.9 Supplementary Information defines information which is to be given in descriptions in addition to that contained in the classification table.
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3. Quantities 3.1 Work is measured net as fixed in position except where otherwise stated in a measurement rule applicable to the work. 3.2 Dimensions used in calculating quantities shall be taken to the nearest 10mm (i.e. 5mm and over shall be regarded as 10mm and less than 5mm shall be disregarded). 3.3 Quantities shall be given to the nearest whole unit except that any quantity less than one unit shall be given as one unit. 3.4 Unless otherwise stated, where minimum deductions for voids are dealt with in this document they shall refer only to openings, block-outs or wants which are within the boundaries of measured areas. Openings, block-outs or wants which are at the boundaries of measured areas shall always be the subject of deduction irrespectively of size. 3.5 The requirement to measure separate items for widths or girths not exceeding a stated limit shall not apply where these widths are caused by voids 4. Descriptions 4.1 Where work is required to be described as curved it should further be described as applicable where the curve is in more than one plane such as domed work Curved work is held to include: (a) all junctions between straight and curved work (b) work which is flewing except as otherwise provided 4.2 Where sizes are required to be given in descriptions they may be given in ranges where appropriate 4.3
Work in repairs should be given separately and described as "in repairs" or further described as necessary to convey the nature of the repair work 4.4 Dimensions are stated in descriptions generally in the sequence length, width, height. Where ambiguity could arise, the dimensions shall be identified. 4.5 Information required by the rules of this method of measurement may be given in documents separate from the bills of quantities (e.g. drawings or specification). To assist the estimator a precise and unique cross reference should be given in place of the information within the description of the item concerned. 4.6 Where information required by the rules of this method of measurement are not included in descriptions, that part of the work is held to be at the Contractor's discretion unless noted otherwise in drawings or specifications. 4.7 Additional information should be given in descriptions in respect of any particular requirements or restrictions on the method of carrying out the work which are not otherwise required by the rules of this method of measurement 4.8 Where the nature of base is required to be stated the following general terms may be used: (a) Timber which is held to include plywood, blockboard and all other manufactured building boards (b) Metal which is held to include any type of metal (c) Concrete which is held to include concrete unit masonry, cementitous
toppings and cementitous plaster 4.9 Work is held to include for fixing through any types of finishes applied to the surface of the base including glass, stone, ceramic and any other vulnerable materials 4.10 The use of a hyphen between two dimensions signifies a range of dimensions exceeding the first dimension stated but not exceeding the second.
Copyright : Davis Langdon & Seah Philippines Inc.
4.11 Unless otherwise specifically stated in the bills of quantities, the following shall be held to be included with all items: (a) Labor and all costs in connection therewith (b) Materials, goods and all costs in connection therewith (c) Assembling, hoisting, fitting and fixing materials and goods in position (d) Plant and all costs in connection therewith (e) Cutting (f) Waste and consumables (g) Design to the extent required by the specification and drawings (h) Establishment charges, overhead charges, profit, taxes and surtaxes 4.12 Where items are described as "fix only" the rates are held to include (a) to (h) above but excluding (b). The rate is also to allow for taking delivery on site, unloading, unpacking, returning packing and storing the materials and for all sundry materials for fixing such as adhesives, mortar for bedding, grouting materials, tying wire, bolts, nails, screws and ties and all consumables. 4.13 Work is held to include: (a) All temporary work as necessary and its subsequent removal including
scaffolding, supports, protective screens and the like unless otherwise required by the rules
(b) All permanent work as necessary in supports, fixings and the like which is not designed but required to carry out the items
(c) Working in confined spaces (d) Giving all necessary notices to government department and utility companies (e) Obtaining all necessary licences and paying all fees and charges as necessary 5. Catalogued or Standard Components 5.1 A precise and unique cross-reference to a catalogue or to a standard specification may be given in an item description instead of the description required by the rules 5.2 Where work is specified by, or referred to, a manufacturer or proprietary product it is held to be fixed and include all accessories in accordance with the manufacturer's recommendations unless described otherwise
6. Work of Special Types 6.1 Work of each of the following special types shall be separately identified: (a) Work on or in existing building. (b) Work to be carried out and subsequently removed (other than temporary
works). (c) Work outside the curtilage of the site. (d) Work carried out in or under water shall be so described stating whether canal,
river or sea water and (where applicable) the mean sea levels of high and low water.
7. Procedure where the drawn and specification information
required by these rules is not available 7.1 Where work can be described and given in items in accordance with these rules but the quantity of work required cannot be accurately determined, an estimate of the quantity shall be given and identified as a provisional quantity. 7.2 Where work cannot be described and given in items in accordance with these rules it shall be given as a provisional sum. 7.3 Where provisional sums are given the Contractor will be deemed to have made due allowance in programming, planning and pricing preliminaries. 7.4 Where prime cost sums for the supply of materials are included in descriptions they are held to be the material cost delivered to street level of the site and the Contractor is to allow in the overall rate for waste on such materials and for all ancillary materials required for fixing such as mortar for bedding and jointing, adhesives, screws and other consumables. The prime cost will be expended at the discretion of the Project Manager and the adjustment to the overall rate will be the net difference between the prime cost sum stated in the description and the actual price paid per unit of measurement applied to the net quantity of the particular material as fixed in position.
Copyright : Davis Langdon & Seah Philippines Inc.
8. Symbols and Abbreviations 8.1 The following symbols and abbreviations are used in this method of measurement: m = meter m² = square meter m3 = cubic meter mm = millimeter No = number kg = kilogram t = tonne pc sum = prime cost sum prov sum = provisional sum < = not exceeding > = exceeding 8.2 Cross reference within the classification tables are given in the form:
Number Number Number Number
Section from first from second from third from fourth Number : column . column . column . column Example: 02200.1.4.1.1 02200 Earthwork
Excavating Trenches
Maximum depth < 2.00m Commencing level stated
8.3 An asterisk within a cross reference represents all entries in the column in which it appears. 8.4 The digit 0 within a cross reference represents no entries in the column in which it
appears. 9. Definitions 9.1 Where SMM rules describe work as "designed by the Structural Engineer" or "designed by the Mechanical Engineer" or "designed by the Electrical Engineer" it is defined as work which is fully designed and shown on plans and elevations in sufficient detail to measure the quantities and accurately describe the work 9.2 Where SMM rules describe "labors" they are defined as work in cutting, bending, drilling, shaping and the like 9.3 The term “measured separately” in an item description is a convention meaning “not to be priced here” 9.4 The term “by Others” shall mean works to be carried out by contractors (either the main contractor or other nominated sub-contractor or statutory authorities 9.5 The term “equal and approved equivalent” shall mean materials or equipment equal or better in quality/performance criteria to that stated in the specification and/or bidding drawings and subject to the approval of the Architect/Design Consultants 9.6 The term “extra”, “extra for” or “extra over for” preceding any item description shall mean additional item over and above what is already provided. It is deemed to exclude the price of item for which the extra item will replace.
FZ
01520 Temporary Construction
Copyright : Davis Langdon & Seah Philippines Inc.
01520/1
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Temporary construction may be measured in this Section at the discretion of the Surveyor. All temporary construction necessary, but not measured separately in this Section, is held to be included within the Preliminaries Section of the bills of quantities
C1 Work is held to include: (a) all necessary incidental work for the proper execution of the item (b) clearing away (c) making good all work disturbed
S1 Kind and quality of materials
No m m²
1 Temporary screens 2 Temporary roofs
1 Dimensioned
description
1 Maintaining,
duration stated 2 Adapting, details
stated 3 Disposing of
rainwater, details stated
4 Providing openings,
details stated
S2 Details of the following: (a) weatherproofing (b) dustproofing (c) insulation (d) fire rating (e) doors and windows (f) rainwater installations (g) finishes
Copyright : Davis Langdon & Seah Philippines Inc.
02050/102050 Demolition
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 This section is for work to existing buildings involving the removal of existing materials (other than for bonding purposes), unless stated otherwise M2 Inserting new work is described following the rules in the relevant Sections
D1 Materials arising from demolitions shall become the property of the Contractor unless stated otherwise D2 Making good includes all labors and materials necessary to bring the disturbed area to the same face, color and texture and in the same materials as the surrounding work but excludes painting and decorating unless otherwise described
C1 Work is held to include: (a) shoring, needling, strutting and all other necessary supports including cutting away existing structures and finishes as necessary and making good after removal (b) dustproof screens, watering debris and all other work necessary to keep dust nuisance to a minimum (c) removal, relocation or adaptation of all attached and associated services, fixtures, fittings, finishes and all other work affected (d) disconnection of services (e) preparing for and jointing new work to existing (f) preparing exposed surfaces to receive new work (g) wedging and pinning (h) cutting out fixings (i) cutting back reinforcement (j) disposal of materials (k) making good all work disturbed (l) allowance for any credit for materials becoming the property of the Contractor (m) all necessary incidental work for the proper completion of the item
S1 Location S2 Any repairs or adaptations required for work to be set aside S3 Limits on making good where new work is included separately or is otherwise not required as part of the item S4 Owner's restrictions on method of carrying out the work including: (a) method of disposal of materials (b) method of shoring (c) scaffolding to be used S5 Where work is known to involve the removal of materials containing asbestos, toxic, dangerous or other hazardous materials it is so described
Copyright : Davis Langdon & Seah Philippines Inc.
02050/2
CLASSIFICATION TABLE
C2 Work is held to include the removal of asbestos, toxic, dangerous or other hazardous materials including all protective work or measures as necessary for their safe removal and for disposing to a dump site approved for the purpose C3 Setting aside includes for: (a) carefully removing, disconnecting, dismantling and reassembling (b) cleaning, oiling and adjusting (c) repairing damage caused during removal (d) provision of suitable storage
1 Demolitions
1 Structures 2 Parts of structures
1 Dimensioned
description sufficient for identification and levels to which structures are demolished
Item
1 Setting aside
materials to remain the property of the Owner
2 Setting aside
materials for re-use 3 Leaving parts of
existing structures temporarily in position to act as buttresses
Copyright : Davis Langdon & Seah Philippines Inc.
02050/3
02050 Demolition (continued)
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02050/4
item No m
2 Removing
1 Structures 2 Finishes 3 Coverings 4 Fixtures and fittings 5 Plumbing,
mechanical and electrical installations
1 Dimensioned description sufficient for identification
m²
1 Inserting new work,
details stated 2 Setting aside
materials to remain the property of the Owner
3 Setting aside
materials for re-use
M3 Work in removing walls and partitions is measured over integral doors, windows, screens and the like and includes for their removal with the wall or partition
D3 Structures include walls, partitions, floors, roofs, beams, columns, staircases and the like, each of which are given separately D4 Finishes include floor, wall, ceiling and staircase finishes, baseboards and the like, each of which are given separately D5 Coverings include roof coverings, waterproofing and the like, each of which are given separately D6 Fixtures and fittings include doors, windows, counters, cabinets, plumbing fixtures and the like, each of which are given separately
C4 Removing plumbing mechanical and electrical installations is held to include removing sleeves, filling all holes and capping or sealing off ends of pipework to remain C5 Removing finishes is held to include removing associated trims, division strips, nosings and the like
3 Alterations
1 Cutting and forming
openings 2 Cutting back
projections 3 Filling openings 4 Adapting openings
1 Dimensioned
description sufficient for identification
No
1 Extending finishes,
details stated 2 Inserting new work,
details stated
M4 New doors, windows, screens and the like are measured in the relevant sections
Copyright : Davis Langdon & Seah Philippines Inc. 02100/1
02100 Site Preparation INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Relocation of existing trees, shrubs and plants are measured in Section 02900 - Soft Landscaping
S1 Kind and quality of materials
1 Site clearance
1 Removing trees 2 Removing tree stumps
1 Girth < 0.60m 2 Girth in further stages of
0.60m
No
M2 Tree girths are measured at a height of 1.00m above ground M3 Tree stump girths are measured at the top M4 Removing trees and tree stumps girth <0.60m are only measured where an item of clearing site vegetation (02100.1.3.1.*) is not measured
C1 Work is held to include:- (a) grubbing up roots (b) disposal of materials off site (c) filling voids with selected excavated material or as otherwise described
S2 Filling material where other than selected excavated material
3 Clearing site
vegetation, loose rubbish and debris
1 Approximate area
item
D1 Site vegetation is grass, shrubs, bushes, undergrowth, groundcover, hedges and the like and trees and tree stumps < 0.60m girth
2 Protection of trees
to remain
1 Detailed description
No
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02152/1
02152 Shoring
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Shoring associated with demolitions are held to be included with the demolitions items included in Section 02050 - Demolition
C1 Work is held to include: (a) all necessary wedges, cramps, fastenings and bolts (b) welding and painting (c) all necessary incidental work for the proper execution of the item (d) clearing away (e) making good all work disturbed
S1 Kind and quality of materials
1 Shoring
1 Position and type of
shoring and nature of structure
item
1 Maintaining,
duration stated 2 Adapting, details
stated 3 Cutting away
existing structures, details stated
Copyright : Davis Langdon & Seah Philippines Inc. 02160/1
02160 Excavation Support Systems
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services CLASSIFICATION TABLE
M1 Steel sheet piling is measured in Section 02361 - Steel Sheet Piling
S1 Kind and quality of materials
1 Dimensioned
description
No
1 Trial anchors
M2 The lengths of tendons are measured between the outer ends of anchorages
C1 Work is held to include: (a) drilling through any ground encountered including concrete, reinforced concrete, roots and all other obstructions and drilling at various depths and elevations (b) disposal of spoil off site (c) ducts, grouting, spacers and grout tubes (d) anchors, bolts, plates and the like (e) sheathing (f) stressing and distressing (g) protective coatings (h) all necessary incidental work for its proper execution (i) dismantling and clearing away
1 Rock anchors 2 Soil nails
2 Tests
1 Details stated
No
C2 Provision of anchors, loading materials and all other work necessary for testing are held to be included
02160 Excavation Support Systems (continued)
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02160/2 3 Shotcreting
1 Dimensioned
description
1 Vertical 2 Horizontal 3 Sloping
m²
1 Subsequently
removed
D1 Horizontal includes slopes < 15o from horizontal D2 Vertical includes slopes <15o from vertical D3 Sloping is defined as slopes >15o from horizontal and >15o from vertical
C3 Work is held to include: (a) reinforcement (b) ties and supports (c) trimming to excavation faces (d) additional excavation and disposal off site (e) all necessary incidental work for its proper execution C4 Removal includes disposal off site
4 Excavation support
where not designed by the Structural Engineer
1 To faces of
excavations
item
M3 This item is included in the bills of quantities, even if excavation support is designed by the Structural Engineer, so that any additional support required by the Contractor can be allowed for M4 Excavation support designed by the Structural Engineer is measured in accordance with the rules of this section or of the other relevant sections
C5 Excavation support is held to include for designing and providing everything necessary to uphold and maintain the sides of excavations including soil nails, rock anchors, steel sheet piling, shoring sheets, shotcreting and timber strutting and for any extra excavation required therefor
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02200/1
02200 Earthwork INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services
M1 Base and sub base courses to roads, sidewalks, walkways and pavements are measured in Section 02500 - Paving and Surfacing M2 Topsoil filling for landscaping is measured in Section 02900 - Soft Landscaping
C1 Work is held to include: (a) excavating in any ground encountered except as otherwise provided in this section (b) excavating around existing services (c) temporary support to existing services (d) removal of dead services (e) getting out excavated materials by any means necessary (f) grubbing up old roots (g) levelling or grading bottoms, trimming to slopes and trimming to vertical and sloping sides (trimming to surfaces against which concrete is directly cast is measured in accordance with 02200.10.1.*.*) (h) compacting bottoms and sides (i) protection to sloping surfaces (j) additional excavation to provide working space and backfilling thereto
S1 Kind and quality of materials
02200 Earthwork (continued)
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02200/2
CLASSIFICATION TABLE
1 Topsoil
1 State average depth
m²
2 To reduce levels
1 < 0.30m average depth 2 >0.30m average depth
m3
1 Excavating
3 Basements and the like 4 Trenches 5 Pile caps 6 Pits
1 Maximum depth < 2.00m 2 Maximum depth in further
stages of 2.00m
m3
1 Commencing level
stated
M3 The quantities given are the volume before excavating and no allowance is made for subsequent variations to volume M4 Trenches attached to pile caps or pits are measured between the pile caps or pits
D1 Excavating to reduce levels includes excavating to form cuttings and excavating into banks
D2 Trenches include excavation for thickenings to slab on grade, beds and the like D3 Pits include stanchion, column or pier bases, isolated footings, lift pits and the like
C2 Trenches for underground services are included in the following sections: (a) 02605 - Utility Trenches and Structures (b) 02700 - Sewerage and Drainage
1 Breaking out existing
materials
m3
2 Extra over any type of excavation
2 Breaking up existing
hard surfaces, thickness stated if known
1 Rock 2 Concrete 3 Reinforced concrete and
concrete hollow blocks 4 Coated macadam or
asphalt
m²
D4 Rock is defined as naturally occuring hard material which necessitates its removal by means of explosives, pneumatic equipment, wedges or chemical cracking and where its volume >1.00m3
3 Excavating for soft spots including disposal and backfilling with approved granular material
m3
3 Disposal
1 Topsoil 2 Excavated materials
1 Deposited on site 2 Off site
m3
m3
1 Specified locations,
details stated
M5 The quantities given are the volume before excavating and no allowance is made for subsequent variations to volume
C3 The work is held to include for all multi-handling to and from temporary spoil heaps as and if necessary C4 Disposal is held to include any type of excavated material or broken out materials-
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02200/3
m²
4 Filling to beds
1 Thickness stated
5 Backfilling to
excavations 6 Filling to make up
levels 7 Filling into planters
and the like, position stated if not at ground level
1 < 0.30m average depth 2 >0.30m average depth
1 Topsoil from excavations 2 Excavated material other
than topsoil 3 Imported materials, details
stated
m3
1 Selected, details
stated 2 Soil poisoning
admixture, details stated
M6 Filling is measured as equal to the volume of the void to be filled M7 The thickness of filling is measured as the thickness after compaction M8 Topsoil filling as part of soft landscaping is measured in Section 02900 - Soft Landscaping
D5 All materials from excavations are held to be suitable for filling. Where materials from excavations are not suitable the work is held to include approved imported materials as a substitute and disposal off site of unsuitable material D6 Filling to beds is filling of a constant thickness D7 Filling to make up levels is filling where the thickness varies D8 Filling to beds includes blinding beds
C5 Work is held to include: (a) all multi-handling to and from temporary spoil heaps as and if necessary (b) temporary retaining boards to edges and slopes (c) levelling, grading, trimming and compacting (d) handpacking as necessary (e) laying to falls, slopes and contours <15° C6 Filling to beds and filling to make up levels are held to include providing sand or other fine material across the surface to receive vapor barriers, concrete, asphalt and the like C7 Filling to make up levels is held to include for forming embankments or terraces
S2 Method of consolidation S3 Depositing in layers stating thickness of layers
8 Formation of slopes
>15° to filling materials
m²
M9 Formation of slopes are only measured where the slope is >15º from horizontal and >15º from vertical
9 Formation of
vertical and battered faces to filling materials
m²
D9 Battered faces are faces <15º from vertical
02200 Earthwork (continued)
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02200/4
1 Trimming to surfaces
of excavations to receive concrete
2 Trimming exposed
surfaces of rock to produce fair face
1 Horizontal 2 Sloping <15° 3 Sloping >15° 4 Vertical and battered
m²
M10 Trimming to surfaces of excavations is only measured to those surfaces where concrete is cast directly against the surface of the excavation
D9 Battered faces are faces <15º from vertical
10 Surface treatments
3 Soil poisoning
m²
S4 Method of treatment
11 Removal of water
1 Keeping the site and
all excavations thereon free from water by pumping or otherwise
item
Copyright : Davis Langdon & Seah Philippines Inc. 02250/1
02250 Diaphragm Walls
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services CLASSIFICATION TABLE
S1 Kind and quality of materials
1 Providing plant and
equipment on site
item
C1 Providing plant and equipment is held to include the subsequent removal
2 Excavating and
disposal
1 Thickness of wall,
maximum depth and commencing level stated
1 Support fluid, details
stated
m3
M1 The quantities given are the volume before excavating and no allowance is made for subsequent variations to volume
C2 The following are held to be included: (a) support fluid (b) subsequent disposal of support fluid (c) disposal of excavated material off site (d) excavating in any ground encountered except as otherwise provided in this section (e) removal of dead services (f) getting out excavated materials by any means necessary (g) grubbing up old roots
S2 Details of support fluid S3 Limitations on method of disposal
1 Breaking out existing
materials
m3
3 Extra over excavation
2 Breaking up existing
hard surfaces, thickness stated if known
1 Rock 2 Concrete 3 Reinforced concrete
and concrete hollow blocks
4 Coated macadam or asphalt
m²
D1 Rock is defined as naturally occuring hard material which necessitates its removal by means of explosives, pneumatic equipment, wedges or chemical cracking and where its volume >1.00m3
02250 Diaphragm Walls (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02250/2 4 Backfilling empty
trenches
m3
M2 Backfilling is measured in accordance with Section 02200 - Earthwork
5 Concrete
1 Thickness of wall
stated
m3
M3 Concrete is measured in accordance with Section 03300 - Cast in Place Concrete M4 The volume of concrete is calculated using the nominal lengths and thicknesses of the walls and the depths from the bottom of the excavation to the cut off level
C3 Concrete is held to include: (a) additional concrete which is subsequently cut off (b) cast in pockets or chases at junctions
6 Reinforcement
kg
M5 Reinforcement is measured in accordance with Section 03200 - Concrete Reinforcement
7 Cutting off tops of
walls
1 Thickness of wall
stated
m
C4 Cutting off tops of walls is held to include: (a) excavation to provide working space and backfilling thereto (b) disposal of surplus excavated material
8 Trimming and
cleaning face of diaphragm wall
1 Details stated
m²
9 Construction joints
m
M6 Construction joints are measured in accordance with Section 03250 - Concrete Accessories M7 Construction joints are only measured where designed by the Structural Engineer
C5 Construction joints not designed by the Structural Engineer and required for the Contractor's method of working are held to be included and include for associated formwork, fillers, sealants, waterstops and all other necessary work
Copyright : Davis Langdon & Seah Philippines Inc. 02250/3
10 Guide walls
1 One side 2 Both sides
1 Limitations on design
and construction stated
m
1 Subsequently
removed
M8 The lengths measured for guide walls are those of the diaphragm walls
C6 Work is held to include excavation, disposal, concrete, reinforcement, formwork and all other necessary work for the proper execution of the item
11 Tests
1 Details stated
No
C7 Provision of platforms, loading materials and all other work necessary are held to be included
Copyright : Davis Langdon & Seah Philippines Inc.
02361/1
02361 Steel Sheet Piling
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services (d) any particular requirement regarding phasing or sequence of piling CLASSIFICATION TABLE
M1 Steel sheet piling is measured the net elevation area (not developed) along the center line of the piling
C1 Work is held to include strutting and shoring to steel sheet piling during subsequent excavation and foundation work C2 Withdrawn piles become the property of the Contractor unless otherwise described C3 Piles described as withdrawn are held to include: (a) cost of withdrawing (b) allowance for any credit for withdrawn piles which become the property o fthe Contractor
S1 Kind and quality of materials
1 Providing plant and
equipment on Site
item
C4 Providing plant and equipment is held to include the subsequent removal
2 Supplying piles
1 Dimensioned
description
1 Design length stated
m²
1 Subsequently
withdrawing 2 Trial piles
Copyright : Davis Langdon & Seah Philippines Inc.
02362/102362 Precast Concrete Piles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services (d) any particular requirement regarding phasing or sequence of piling CLASSIFICATION TABLE
C1 Rates for precast concrete pile shall include: a) non-reusable cut-off
lengths and removal from site
b) redriving of heaved pile
c) replacement of incorrectly driven piles, damaged pile and piles which fail under tests (payment will be based on the original design of the pile as if it had been carried out correctly)
d) penalty piles e) all necessary
excavation, filling and removal of spoil incidental to piling
f) preparation and submission of piling records and as-built drawings
g) sundry work of a like nature
S1 Kind and quality of materials
1 Providing plant and
equipment on Site
item
C2 Providing plant and equipment is held to include the (a) subsequent removal (b) provision of staging and working platforms of any type and all other temporary associated works and subsequently clearing and removing, including making good work disturbed (c) all necessary levelling or other preparations including excavational and filling in
Copyright : Davis Langdon & Seah Philippines Inc. 02362/2
2 Supplying piles
1 Design length stated 2 Initial piles 3 Extension piles
No
1 Trial piles
M1 The payable length for supply of piles shall be based on the actual number and length delivered and subsequently incorporated into the works. However payment shall be based on initial and extension piles being supplied in the most economic commercially available lengths to suit the required overall length of the designed pile subject always to the instructions of the Project Manager
C3 Supplying piles is held to include: (a) molds (b) reinforcement (c) pretensioning (d) heads, shoes and rock shoes where not designed by the Structural Engineer (e) all necessary joint to extension piles C4 Preparing tops to receive pile extensions is held to be included
3 Driving piles
1 Size of cross section
stated
1 Commencing level
stated
m
1 Battered 2 Trial piles
M1 Measured from the shoe point in contact with the ground when pitched to the shoe point when driven
C5 Driving is held to include: (a) driving through any ground encountered (b) driving through rock, concrete, reinforced concrete, roots and all other obstructions including excavation and breaking out as necessary (c) disposal of spoil off site
4 Pre-boring
1 Size of cross section
stated
1 Maximum depth
stated
m
1 Trial piles
M2 Pre-boring is only measured where it is specifically required
C6 Pre-boring is held to include (a) grouting up voids between sides of piles and bores (b) boring through any ground encountered (c) boring through rock, concrete, reinforced concrete, roots and all other obstructions (d) disposal of excavated material off site
S2 Type of grout
5 Heads 6 Shoes 7 Rock shoes
1 Dimensioned
description
No
1 Trial piles
M3 Heads, shoes and rock shoes are only measured where designed by the Structural Engineer
02362 Precast Concrete Piles (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02362/3
8 Cutting off tops of
piles
No
1 Trial piles
C7 Cutting off tops of piles is held to include: (a) integration of reinforcement into pile caps or ground beams including cleaning, cutting and bending (b) disposal
9 Pile tests
1 Details stated
No
1 Trial piles
C8 Temporary pile caps and provision of all anchors, platforms, loading materials and the like are held to be included
Copyright : Davis Langdon & Seah Philippines Inc.
02363/1
02363 Cast in Place Concrete Piles in Driven Casings
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services (d) any particular requirement regarding phasing or sequence of piling CLASSIFICATION TABLE
C1 Withdrawn pile casings become the property of the Contractor unless otherwise described C2 The cost of withdrawing is held to be included with pile casings so described
S1 Kind and quality of materials
1 Providing plant and
equipment on Site
item
C3 Providing plant and equipment is held to include the subsequent removal
2 Supplying pile
casings
1 Internal size of casing
stated
1 Design length stated
No
1 Subsequently
withdrawing 2 Trial piles
C4 Supplying piles is held to include heads, shoes and rock shoes where not designed by the Structural Engineer
3 Driving pile casings
1 Internal size of casing
stated
1 Commencing level
stated
m
1 Battered 2 Subsequently
withdrawing 3 Trial piles
M1 Measured from the shoe point in contact with the ground when pitched to the shoe point when driven
C5 Driving is held to include: (a) driving through any ground encountered (b) driving through rock, concrete, reinforced concrete, roots and all other obstructions including excavation and breaking out as necessary (c) excavation within casings (d) disposal of spoil off site
02363 Cast in Place Concrete Piles in Driven Casings (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02363/2
4 Concrete filling
1 Internal size of casing
stated
m
1 Trial piles
M2 Measured from the bottom of the driven casing to the cut-off level of the pile
C6 Concrete filling is held to include: (a) additional concrete which is subsequently cut off (b) additional concrete for filling fissures encountered during piling
5 Heads 6 Shoes 7 Rock shoes
1 Dimensioned
description
No
1 Trial piles
M3 Heads, shoes and rock shoes are only measured where designed by the Structural Engineer
8 Extra over for
1 Formation of
enlarged bases
1 Nominal diameter
stated
No
1 Trial piles
C7 Enlarging bases is held to include: (a) additional excavation and disposal (b) additional concrete
9 Reinforcement
kg
1 Trial piles
M4 Reinforcement is measured in accordance with Section 03200 - Concrete Reinforcement
10 Cutting off tops of
piles
1 Nominal diameter
stated
No
1 Trial piles
C8 Cutting off tops of piles is held to include: (a) integration of reinforcement into pile caps or ground beams including cleaning, cutting and bending (b) disposal
11 Pile tests
1 Details stated
No
1 Trial piles
C9 Temporary pile caps and provision of all anchors, platforms, loading materials and the like are held to be included
Copyright : Davis Langdon & Seah Philippines Inc.
02364/1
02364 Isolated Steel Piles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services (d) any particular requirement regarding phasing or sequence of piling CLASSIFICATION TABLE
C1 Withdrawn piles become the property of the Contractor unless otherwise described C2 Piles described as withdrawn are held to include: (a) cost of withdrawing (b) allowance for any credit for withdrawn piles which become the property o fthe Contractor
S1 Kind and quality of materials
1 Providing plant and
equipment on Site
item
C3 Providing plant and equipment is held to include the subsequent removal
2 Supplying piles
1 Cross sectional
shape, dimensions and weight per meter
1 Design length stated
No
1 Coatings, details
stated 2 Subsequently
withdrawing 3 Trial piles
02364 Isolated Steel Piles (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02364/2
3 Driving piles
1 Commencing level
stated
m
1 Battered 2 Subsequently
withdrawing 3 Trial piles
M1 Measured from the point in contact with the ground to the point when driven
C4 Driving is held to include: (a) jointing to extend piles (b) driving through any ground encountered (c) driving through rock, concrete, reinforced concrete, roots and all other obstructions including excavation and breaking out as necessary (c) disposal of spoil off site
4 Filling hollow piles
with concrete
m
1 Trial piles
5 Cutting off tops of
piles
1 Cross sectional
shape, dimensions and weight per meter
No
1 Trial piles
C5 Cutting off tops of piles is held to include disposal
6 Pile tests
1 Details stated
No
1 Trial piles
C6 Temporary pile caps and provision of all anchors, platforms, loading materials and the like are held to be included
Copyright : Davis Langdon & Seah Philippines Inc. 02370/1
02370 Bored Cast in Place Piles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services (d) any particular requirement regarding phasing or sequence of piling CLASSIFICATION TABLE
S1 Kind and quality of materials
1 Providing plant and
equipment on Site
item
C1 Providing plant and equipment is held to include the subsequent removal
2 Boring pile holes
1 Nominal diameter
stated
1 Maximum depth and
commencing level stated
m
1 Support fluid 2 Battered 3 Trial piles
M1 Measured from the point of entry into the ground to the bottom of the bore M2 Support fluid is included in the description where designed by the Structural Engineer
C2 Boring pile holes is held to include: (a) boring through any ground encountered (b) boring through rock, concrete, reinforced concrete, roots and all other obstructions (c) disposal of excavated material off site (d) supports to sides of excavations including support fluid
3 Concrete filling
m
1 Trial piles
M3 Measured from the bottom of the bore to the cut-off level of the pile
C3 Concrete filling is held to include: (a) additional concrete which is subsequently cut off (b) additional concrete for filling fissures encountered during boring
4 Extra over for
1 Formation of
enlarged bases
1 Nominal diameter
stated
No
1 Trial piles
C4 Enlarging bases is held to include: (a) additional excavation and disposal (b) additional concrete
02370 Bored Cast in Place Piles (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02370/2 5 Reinforcement
kg
1 Trial piles
M4 Reinforcement is measured in accordance with Section 03200 - Concrete Reinforcement
6 Cutting off tops of
piles
1 Nominal diameter
stated
No
1 Trial piles
C5 Cutting off tops of piles is held to include: (a) integration of reinforcement into pile caps or ground beams including cleaning, cutting and bending (b) disposal
7 Pile tests
1 Details stated
No
1 Trial piles
C6 Temporary pile caps and provision of all anchors, platforms, loading materials and the like are held to be included
Copyright : Davis Langdon & Seah Philippines Inc.
02400/1
02400 Contractor Designed Piles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services (d) any particular requirement regarding phasing or sequence of piling CLASSIFICATION TABLE
1 Providing plant and
equipment on Site
item
C1 Providing plant and equipment is held to include the subsequent removal
2 Contractor designed
piles
1 Load to be carried
1 Commencing level
stated and depth of top of piles below commencing level
No
1 Designed length
stated 2 Battered 3 Trial piles
M1 Lengths and depths are measured to the cut off levels of the piles M2 Lengths are only given where designed by the Structural Engineer
C2 Contractor designed piles are held to include: (a) driving or boring through any ground encountered (b) driving or boring through rock, concrete, reinforced concrete, roots and all other obstructions including excavation and breaking out as necessary (c) disposal of spoil off site (d) all work included in Sections 02361 to 02370 as applicable
S1 Types of piles, method of driving or boring and other Structural Engineer's requirements
3 Pile tests
1 Details stated
No
1 Trial piles
C3 Temporary pile caps and provision of all anchors, platforms, loading materials and the like are held to be included
02400 Contractor Designed Piles (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02400/2
4 Production of design
information
item
C4 Design information is held to include: (a) design drawings (b) working drawings (c) structural calculations (d) all other information necessary to evaluate the Contractor's design (e) presentation of design information to the Project Manager and Structural Engineer and incorporating any design revisions as requested
S2 Details of drawings and other design information required
Copyright : Davis Langdon & Seah Philippines Inc. 02500/1
02500 Paving and Surfacing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Excavation and filling to make up levels are measured in Section 02200 - Earthwork
S1 Kind and quality of materials
1 Base courses 2 Sub base courses 3 Concrete formwork 4 Concrete
reinforcement 5 Cast in place concrete 6 Designed joints 7 Concrete finishing 8 Asphalt 9 Macadam 10 Tile and slab finishes
1 To roads 2 To sidewalks 3 To walkways and
pavements 4 To flights of steps
M2 Work is measured in accordance with the rules in the appropriate sections M3 Macadam is measured in accordance with the rules for asphalt in Section 07120 - Asphalt and Fluid Applied Waterproofing M4 Tile and slab finishes measured in accordance with Section 09300 – Tile and Slab Finishes
D1 Walkways and pavements include all hard surfaces other than roads and sidewalks
11 Curbs 12 Edgings 13 Wheel stops 14 Channels
1 Dimensioned
description
m
1 Foundations 2 Haunching one side 3 Haunching both sides 4 Excavating trenches 5 Curved
M5 Precast concrete curbs, edgings, wheel stops and channels are measured in accordance with the rules in Section 03400 - Precast Concrete M6 Cast in place concrete curbs, edgings, wheel stops and channels are measured as composite items
C1 Work is held to
include ends, angles and intersections C2 Channels are held to include outlets C3 Cast in place concrete work is held to include reinforcement, formwork, joints and surface finishes C4 Excavating trenches is held to include disposal of excavated material, backfilling, earthwork support and consolidating bottoms of
S2 Size of foundations S3 Details of reinforcement, surface finishes and joints
02500 Paving and Surfacing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02500/3
15 Channel covers
m
M7 Precast concrete channel covers are measured in accordance with Section 03400 - Precast Concrete M8 Metal channel covers are measured in accordance with Section 05500 - Metal Fabrications
C5 Work is held to include ends, angles and intersections
16 Geotextiles
m²
M9 No deduction is made for voids < 0.50m² M10 Geotextiles are measured the net area covered with no allowance for laps
C6 Work is held to include: (a) laying to falls, currents, slopes and to vertical surfaces (b) extra material for laps
17 Surface markings
1 Lines 2 Letters, shapes and
symbols
M11 Surface markings are measured in accordance with the rules in Section 09900 - Painting
Copyright : Davis Langdon & Seah Philippines Inc. 02605/1
02605 Utility Trenches and Structures
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services CLASSIFICATION TABLE
C1 All excavation is held to include: (a) excavating in any ground encountered except as otherwise provided in this section (b) excavating around existing services (c) temporary support to existing services (d) removal of dead services (e) getting out excavated materials by any means necessary (f) grubbing up old roots (g) levelling or grading bottoms, trimming to slopes and trimming to vertical and sloping sides (h) compacting bottoms and sides (i) additional excavation to provide working space and backfilling thereto (j) earthwork support (k) removal of water by pumping or otherwise
S1 Kind and quality of materials
1 Excavating trenches
1 Services < 200mm
diameter 2 Services > 200mm
diameter, size stated 3 More than one
service, sizes stated
1 Average depth
250mm 2 and thereafter in
stages of 250mm
m
1 Commencing level 2 Curved
D1 If the service is laid in a duct it is the diameter of the duct which is given
C2 Work is held to include: (a) backfilling with selected excavated material or as otherwise described (b) disposal of surplus excavated material off site
S2 Backfilling material where other than selected excavated material
02605 Utility Trenches and Structures (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02605/2
2 Beds 3 Beds and haunchings
1 Width and thickness
of bed
4 Beds and surrounds
1 Width and thickness
of bed and thickness of surround
1 Nominal diameter of
service stated
m
1 Curved
D2 If the service is laid in a duct it is the diameter of the duct which is given
C3 Work is held to include formwork
5 Vertical casings
1 Thickness of
surround
6 Ducts
1 Nominal size
1 In trenches 2 Other, stated
m
1 Wrapping 2 Curved ducts 3 Straight ducts set out
to curve 4 Vertical
M1 Ducts are measured over all bends, junctions and similar fittings
C4 Ducts are held to include for: (a) all jointing materials (b) brackets for fixing to walls, chamber sides and the like (c) concrete thrust blocks
S3 Method of jointing ducts
7 Extra over ducts for
1 Fittings
1 Dimensioned
description
No
1 Wrapping
D3 Fittings include bends, junctions, reducers, connectors, adaptors and the like
C5 Fittings are held to include: (a) extra joints on ducts (b) concrete thrust blocks
S4 Method of jointing to ducts if different to general ducts
8 Chambers
1 Dimensioned
description
No
C6 Work is held to include: (a) excavation (b) backfilling with selected excavated material or as otherwise described (c) disposal of surplus excavated material (d) connections of ducts/services to the chamber (e) all work necessary to complete the chamber
S5 Backfilling material where other than selected excavated material
Copyright : Davis Langdon & Seah Philippines Inc. 02605/3
1 Breaking out existing
materials
1 Rock 2 Concrete 3 Reinforced concrete
and concrete hollow blocks
m3
M2 The volume of breaking out existing materials in trenches is based on the width of the beds in the trenches. Where there are no beds the width to be taken is the nominal size of the service, or the duct within which the service runs where applicable, plus 300mm
D4 Rock is defined as naturally occuring hard material which necessitates its removal by means of explosives, pneumatic equipment, wedges or chemical cracking and where its volume >1.00m3
9 Extra over any type
of excavation
2 Breaking up existing
hard surfaces, service diameter stated
1 Roads 2 Sidewalks 3 Walkways and
pavements
m
1 Reinstating to match
existing
M3 Lengths are measured across chambers
C7 Removal and reinstatement of curbs and channels are held to be included C8 Work is held to include additional breaking up and reinstatement to and around chambers
S6 Type and thickness of surfacing, base and sub-base courses, if known
10 Works to existing
chambers
1 Details stated
No
Copyright : Davis Langdon & Seah Philippines Inc.
02700/102660 Water Distribution 02700 Sewerage and Drainage
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided, where available: (a) soil investigation results (b) ground water level and the date when it was established (c) location of underground services CLASSIFICATION TABLE
M1 Water distribution is given under one of the following headings: (a) Chilled water system (b) Domestic water
system (c) Fire water system (d) Others, stated M2 Sewerage and drainage is given under one of the following headings: (a) Subdrainage system (b) Storm drainage
system (c) Sanitary sewerage (d) Combined
wastewater system (e) Others, stated
C1 All excavation is held to include: (a) excavating in any ground encountered except as otherwise provided in this section (b) excavating around existing services (c) temporary support to existing services (d) removal of dead services (e) getting out excavated materials by any means necessary (f) grubbing up old roots (g) levelling or grading bottoms, trimming to slopes and trimming to vertical and sloping sides (h) compacting bottoms and sides (i) additional excavation to provide working space and backfilling thereto (j) earthwork support (k) removal of water by pumping or otherwise
S1 Kind and quality of materials
1 Excavating trenches
1 Pipes < 200mm
diameter 2 Pipes > 200mm
diameter, size stated 3 More than one pipe,
sizes stated
1 Average depth
250mm 2 and thereafter in
stages of 250mm
m
1 Commencing level 2 Curved
C2 Work is held to include: (a) backfilling with selected excavated material or as otherwise described (b) disposal of surplus excavated material off site
S2 Backfilling material where other than selected excavated material
Copyright : Davis Langdon & Seah Philippines Inc.
02700/2
2 Beds 3 Beds and haunchings
1 Width and
thickness of bed
4 Beds and surrounds
1 Width and thickness of bed and thickness of sourround
1 Nominal diameter of
pipe stated
m
1 Curved
C3 Work is held to
include formwork
5 Vertical casings
1 Thickness of
surround
6 Pipes
1 Nominal size
1 In trenches 2 Other, stated
m
1 Wrapping 2 Vertical 3 Curved pipes 4 Straight pipes set out to curve
M3 Pipes are measured over all bends, junctions and similar fittings
C4 Pipes are held to include for: (a) all jointing materials (b) brackets for fixing to walls, manhole sides and the like (c) concrete thrust blocks
S3 Method of jointing pipes
7 Extra over pipes for
1 Fittings
1 Dimensioned
description
No
1 Wrapping
M4 Reducing fittings are measured extra over the largest of the pipes on which they occur and include for separate reducers where a fitting of the required sizes is not avavailable
D1 Fittings include bends, junctions, reducers, connectors, adaptors and the like
C5 Fittings are held to include: (a) extra joints on pipes (b) concrete thrust blocks
8 Pipe accessories 9 Equipment
1 Dimensioned
description
No
D2 Accessories include catch basins, area drains, ground clean outs, valves, hydrants, grease interceptors and the like D3 Equipment includes tanks, pumps and the like
C6 Accessories are held to include: (a) connections to pipes and bedding in concrete (b) concrete thrust blocks
S4 Method of jointing to pipes if different to general pipes
02600 Water Distribution (continued) 02700 Sewerage and Drainage (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02700/3
10 Manholes 11 Inspection chambers 12 Septic Tanks
1 Dimensioned
description and depth to invert
1 Commencing level of
excavation stated
No
1 Backdrops
D4 The depth given is that from the cover level to the invert level
C7 Work is held to include: (a) excavation (b) backfilling with selected excavated material or as otherwise described (c) disposal of surplus excavated material (d) connections of pipes (e) all work necessary to complete the manhole, chamber or septic tank
S5 Backfilling material where other than selected excavated material
1 Breaking out existing
materials
1 Rock 2 Concrete 3 Reinforced concrete
and concrete hollow blocks
m3
M5 The volume of breaking out existing materials in trenches is based on the width of the beds in the trenches. Where there are no beds the width to be taken is the nominal size of the pipe plus 300mm
D5 Rock is defined as naturally occuring hard material which necessitates its removal by means of explosives, pneumatic equipment, wedges or chemical cracking and where its volume >1.00m3
13 Extra over any type
of excavation
2 Breaking up existing
hard surfaces, pipe diameter stated
1 Roads 2 Sidewalks 3 Paths and pavings
m
1 Reinstating to match
existing
M6 Lengths are measured across manholes and other chambers
C8 Removal and reinstatement of curbs and channels are held to be included C9 Work is held to include additional breaking up and reinstatement to and around manholes and other chambers
S6 Type and thickness of surfacing, base and sub-base courses, if known
14 Works to existing
manholes
1 Details stated
No
15 Connections with
public mains
1 Details stated
1 Depth to invert
No
D6 Public mains include water, drainage, sewer and the like
Copyright : Davis Langdon & Seah Philippines Inc.
02700/4
16 Testing and
commissioning 17 Treatment of
completed installations
1 Details stated
Item
D7 Treatment of completed installations includes disinfecting water distribution system
C10 Testing and commissioning is held to include: (a) provision of water,
fuel, gas, electricity and other supplies
(b) provision of test certificates
(c) making good all defects and re-testing as necessary
Copyright : Davis Langdon & Seah Philippines Inc.
02830/102830 Fencing and Gates
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
D1 Surface treatments prior to erection includes painting
C1 Excavation is held to include: (a) excavating in any ground encountered including excavating through rock, concrete, reinforced concrete and all other obstructions except as otherwise provided in this section (b) getting out excavated materials by any means necessary (c) grubbing up old roots (d) levelling bottoms and trimming to vertical and sloping sides (e) compacting bottoms and sides (f) additional excavation to provide working space and backfilling thereto (g) earthwork support (h) removal of water by pumping or otherwise
S1 Kind and quality of materials S2 Surface treatments prior to erection stating whether on or off site
1 Fencing
1 Dimensioned
description
1 Type, spacing, height
and depth of supports
m
1 Fencing set out to a
curve but straight between posts
2 Curved fencing, radii
stated 3 Fencing to ground
sloping > 15º from the horizontal
D2 The height of fencing is measured from the surface of the ground (or other stated base) to the top of the infilling or, where there is no infilling, to the top wire or rail D3 Curved fencing is fencing curved between supports
C2 Work is held to include: (a) ends, angles, bends and all other changes in direction (b) excavating holes for supports (c) backfilling with selected excavated material or as otherwise described (d) disposal of surplus excavated material off site
S3 Type and size of footings to supports S4 Where not supported by footings, method of fixing and nature of base S5 Backfilling material where other than selected excavated material
Copyright : Davis Langdon & Seah Philippines Inc. 02830/2
2 Extra over for special
supports 3 Extra over for
integral gate posts 4 Independent gate
posts
1 Type stated
1 Size, height and
depth stated
No
D4 Special supports are end posts, angle posts and the like which differ in nature to the general design D5 Integral gate posts are those integral with the fencing D6 The height of supports is the height above the surface of the ground or other stated base D7 The depth of supports is the depth below the surface of the ground or other stated base
(e) formwork to footings (f) all necessary supports, fixings and ancillary work C3 Gate posts are held to include stops, fixings and all other accessories
5 Gates
1 Dimensioned
description
No
1 Hardware, stated
C4 Gates are held to include gate stops, gate ctches and independent gate stays and their associated works
6 Extra over excavating
holes for supports for
1 Breaking up existing
hard surfaces, thickness stated if known
1 Roads 2 Sidewalks 3 Walkways and
pavements
No
1 Reinstating to match
existing
Copyright : Davis Langdon & Seah Philippines Inc.
02840/1
02840 External Furniture, Fixtures and Fittings
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
C1 Excavation is held to include: (a) excavating in any ground encountered (b) getting out excavated materials by any means necessary (c) grubbing up old roots (d) levelling bottoms and trimming to vertical and sloping sides (e) compacting bottoms and sides (f) additional excavation to provide working space and backfilling thereto (g) earthwork support (h) removal of water by pumping or otherwise
1 Fixtures and fittings 2 Balustrades 3 Railings 4 Handrails
M1 Work is measured in accordance with the following as applicable: (a) 05500 - Metal Fabrications (b) 06400 - Architectural Woodwork (c) 06600 - Plastic Fabrications
C2 Work is held to include: (a) excavating holes for supports (b) backfilling with selected excavated material or as otherwise described (c) disposal of surplus excavated material off site (d) formwork to footings (e) all necessary supports, fixings and ancillary work
S1 Type and size of footings to supports S2 Where not supported by footings, method of fixing and nature of base S3 Backfilling material where other than selected excavated material
Copyright : Davis Langdon & Seah Philippines Inc. 02900/1
02900 Soft Landscaping
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Excavation and filling to make up levels are measured in Section 02200 - Earthwork
S1 Kind and quality of materials
1 Topsoil
M2 Topsoil is measured in accordance with Section 02200 - Earthwork
2 Cultivating
1 Depth stated
3 Surface applications
1 Type and rate per m²
stated
m²
1 Weeding, details
stated
D1 Surface applications include herbicides, selective weedkillers, peat, manure, compost, fertiliser, sand and the like
C1 Cultivating is held to include the removal of stones C2 Surface applications are held to include working in if required
4 Seeding
1 Rate stated
5 Turfing
6 Turfing edges of
seeded areas
1 Width stated
m²
1 Preparatory work,
details stated 2 Sloping > 15°
C3 Seeding and turfing are held to include work to contours and slopes <15° C4 Seeding is held to include raking or harrowing in and rolling
S2 Method of securing turves
02900 Sof Landscaping (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
02900/2 7 Trees
1 Girth and height
No
8 Young nursery stock
trees 9 Shrubs
1 Height
No
1 Height stated
No
10 Hedge plants
2 Height, spacing,
number of rows, and layout stated
m
1 Size stated
No
11 Herbaceous plants
2 Size and number per
m² stated
m²
No
12 Bulbs and tubers
1 Number per m² stated
m²
13 Relocate existing
trees
1 Girth and height
No
14 Relocate existing
shrubs 15 Relocate existing
plants
1 Botanical name
No
C5 Work is held to include: (a) excavating or forming pits, holes or trenches (b) backfilling with selected excavated material or as otherwise described (c) disposal of surplus excavated material (d) removal of surface and ground water (e) watering in (f) initial cutting back (g) labelling C6 Relocation is held to include maintenance of the trees, shrubs or plants until replanted
S3 Size of pits, holes and trenches, excavated or formed S4 Details of any supports, ties, guards, wrapping and other sundry work S5 Backfilling material where other than selected excavated material S6 For relocation of trees, shrubs and plants details of: (a) existing and new locations (b) temporary storage including details of nurseries and duration of storage
Copyright : Davis Langdon & Seah Philippines Inc. 02900/3
1 Around individual
plants
1 Thickness and area
stated
No
16 Mulching after
planting
2 Beds
1 Thickness stated
m²
17 Temporary fencing
1 Duration and ultimate
ownership, details stated
M3 Temporary fencing is only measured here where specifically required and then in accordance with Section 02830 - Fencing and Gates
18 Maintenance of
trees, plants and grass
1 Duration stated
item
C7 Work is held to include: (a) Watering, fertilisation, cultivation, cutting, pruning and all other work to maintain the trees, plants and grass for the duration stated (b) Replacing dead, damaged, diseased or otherwise defective trees, plants and grass
S7 Specific requirements for watering, fertilisation, cultivation, cutting and pruning
Copyright : Davis Langdon & Seah Philippines Inc.
03100/1
03100 Concrete Formwork
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Formwork in post tensioned work is given under a separate heading M2 Formwork is measured to concrete surfaces which require temporary support during casting, except where otherwise stated in this section M3 Formwork is measured the actual surface in contact with the concrete M4 No deduction is made for voids < 1.00m² M5 Formwork is not measured to surfaces which are cast against faces of excavations M6 The area of intersections of ends of footings, ground beams, beams, upstands, curbs and upstand beams with formwork measured in m² is not deducted M7 Lintels and stiffeners in masonry walls are measured in Section 04200 - Unit Masonry
D1 Formwork left in is that which is not designed to remain in position but is nonetheless impossible to remove D2 Permanent formwork is that which is designed to remain in position
C1 Formwork is held to include: (a) all necessary materials and work for erecting, easing, striking and removal and for re-propping as required (b) adaptation to accommodate projecting pipes, reinforcing bars and the like (c) notchings (d) coating with release agents (e) additional formwork to ends of ground beams, beams, upstands, upstand beams, channels, grooves, rebates, drips, recesses, rebates and the like C2 Refer to Section 03300 - Cast in Place Concrete, Rule C1, for formwork held to be included with cast in place concrete C3 Formwork to produce a fair finish is held to include for all necessary sheet lining materials, forms or linings and treating the finished face of the concrete to produce the required formed finish
S1 Kind and quality of materials S2 Kind and quality of fair finishes required
1 Sides of footings 2 Sides of pile caps
m²
1 Left in 2 Permanent
D3 Footings include column bases, isolated footings, pedestals and the like
Copyright : Davis Langdon & Seah Philippines Inc. 03100/2
3 Sides of ground
beams 4 Edges of mat
foundations
D4 Ground beams include tie beams and the like D5 Edges of mat foundations includes sides of lift pits and the like formed within the mat foundation
5 Columns
m²
M8 Where columns are attached to walls and the concrete is the same grade in both, formwork to columns is measured to the projecting faces and margins of the columns only M9 If the width of a column is > four times its thickness it is classified as a wall
D6 Columns include casings to structural steel columns
6 Walls 7 Retaining walls 8 Parapet walls and
planter walls
m²
M10 Formwork is measured to both faces of walls
C4 Forming triangular fillets
9 Soffits of slabs 10 Soffits of landings 11 Soffits of spiral
ramps
1 Slab thickness
< 200mm 2 Slab thickness
> 200mm, thickness stated in further stages of 200mm
1 Height to soffit <
3.50m 2 Thereafter in 1.50m
stages
m²
D7 Formwork to soffits of slabs include: (a) soffits of ramp slabs (b) soffits of landings occurring at floor level D8 Soffits of landings are soffits of intermediate landings to staircases
12 Soffits of waffle
slabs 13 Soffits of troughed
slabs
1 Size of recesses and
profile, centers of recesses and overall slab thickness stated
1 Height to soffit
< 3.50m 2 Thereafter in 1.50m
stages
m²
3 Sloping 4 Curved
M11 Measured the flat area of the soffit with no allowance for the profile of the recesses
D9 Soffits of waffle and troughed slabs include margins whose width is < 500mm
03100 Concrete Formwork (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
03100/3 14 Soffits of staircases 15 Soffits of spiral
staircases
1 Height to soffit < 3.50m 2 Thereafter in 1.50m
stages
m²
16 Sides and soffits of
beams and girders
1 Depth <0.75m 2 Depth >0.75m
1 Height to soffit
< 3.50m 2 Thereafter in 1.50m
stages
m²
1 Left in 2 Permanent 3 Sloping
4 Curved
M12 Edges of suspended slabs associated with attached beams and girders at slab perimeters are included with the beams and girders
D10 Depths of beams and girders attached to slabs are measured from the soffit of the slab D11 Beams and girders include casings to structural steel beams and girders
S3 Curved beams are separated by those curved on plan and those curved on elevation
1 Width >300mm
m²
17 Edges of walls 18 Soffits of walls 19 Edges of slab on
grade, beds and the like
20 Edges of suspended
slabs 21 Edges of machine
bases and plinths 22 Sides of upstand
beams 23 Sides of curbs,
upstands, zocalos and the like
24 Edges of drop
panels 25 Steps in top surfaces 26 Steps in soffits
2 Width <150mm 3 Width 150 - 300mm
m
1 Left in 2 Permanent
3 Sloping
4 Curved
D12 Edges of walls includes edges of projections on walls and are measured to both edges in all cases D13 Edges of suspended slabs exclude those associated with attached beams and girders at slab perimeters D14 Steps in soffits includes edges of thickenings to suspended slabs
27 Risers 28 Open strings
1 Undercut
1 Width < 150mm 2 Thereafter in stages
of 150mm
m
1 Curved
Copyright : Davis Langdon & Seah Philippines Inc. 03100/4
29 Top formwork
m²
1 Curved
M13 Top formwork is measured to surfaces sloping >15ºor where otherwise specifically required
30 Channels
1 Cross sectional size
and shape
m
1 Curved
C4 Channels are held to include outlets
m² m
31 Sunbreakers, fins,
hoods, fascias, cantilevered planter boxes and the like
32 Copings 33 Corbels 34 Balustrades 35 Counters, shelves
and the like 36 Louvers
No
1 Curved
M14 Work is not differentiated between horizontal, vertical and sloping surfaces
37 Rounded edges 38 Moulded edges
1 Size and shape stated
m
1 Curved
39 Ornamental features
to fair faced concrete
1 Grooves 2 Rebates 3 Drips 4 Chamfers and splays 5 Recesses
1 Size and shape stated
m
1 Curved
M15 Ornamental features are only measured to formwork to produce a fair faced finish
40 Sump pits 41 Complex shapes
1 Dimensioned
description
No
1 Left in 2 Permanent
Copyright : Davis Langdon & Seah Philippines Inc.
03200/103200 Concrete Reinforcement
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Reinforcement in post tensioned work is given under a separate heading M2 Bar reinforcement will be calculated at the following weights per metre: Diameter Kg/m 6mm 0.222 8mm 0.395 10mm 0.616 12mm 0.888 16mm 1.579 20mm 2.466 25mm 3.854 28mm 4.833 32mm 6.313 36mm 7.991 40mm 9.864 44mm 11.926 56mm 19.318 M3 Where locations are required they should follow the classifications in Section 03300 - Cast in Place Concrete
C1 The following are held to be included: (a) tying wire (b) special joints where not designed by the Structural Engineer (c) cutting and bending (d) additional reinforcement around holes for pipes and around openings < 1.00m² sectional area (e) provision of test certificates and reinforcement for testing
S1 Kind and quality of materials
1 Bar
1 General
reinforcement 2 Links, stirrups and
binders 3 Spacers and chairs
designed by the Structural Engineer
1 Diameter stated and
location
kg
1 Bent to suit curved
concrete 2 Helical 3 > 12m in length,
given in stages of 3m
D1 Where bars are shown in lengths >12m they are measured in 12m lengths with allowance for laps at joints unless specifically required by the Structural Engineer to be in other lengths D2 Bar reinforcement includes dowel bars
C2 The contractor is to allow in his rates for any additional laps/slices required to suit his construction methodology
Copyright : Davis Langdon & Seah Philippines Inc. 03200/2
4 Spacers and chairs
not designed by the Structural Engineer
item
M4 This item is included in the bills of quantities, even if spacers and chairs are designed by the Structural Engineer, so that any additional spacers and chairs required by the Contractor can be allowed for
5 Special joints
designed by the Structural Engineer
1 In vertical bars 2 In horizontal bars
No
D3 Special joints include welded or screwed sleeve joints
2 Fabric
1 Dimensioned
description or weight per m² and location
1 Minimum laps
m²
1 Bent to suit curved
concrete work 2 In casings to
structural steel, columns, beams and girders
M5 Fabric is measured the net area covered with no allowance for laps M6 No deduction is made for voids < 1.00m²
C3 Fabric reinforcement is held to include: (a) notching around obstructions (b) extra material for laps (c) spacers and chairs whether designed by the Structural Engineer or not C4 Fabric in casings to structural steel, columns, beams and girders is held to include welding to the structural steel member
Copyright : Davis Langdon & Seah Philippines Inc.
03230/1
03230 Stressing Tendons
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 Particulars of whether tendons are to be
(a) pre-tensioned (b) post tensioned (c) tensioned as the load is applied.
CLASSIFICATION TABLE
S1 Kind and quality of materials
1 Tendons
1 In suspended slabs 2 In beams
1 Number, length and
diameter of strand, wire or bars which make up the tendons
No
1 Curved
M1 Lengths are given as a straight line between outer faces of anchorages with no allowance for undulations along the length of the tendon
C1 Work is held to include: (a) ducts and grouting to ducts (b) anchorages including anchor plates, cones, wedges and the like (c) sheathing (d) supports to the material used in the formation of ducts (e) forming and grouting of air holes (f) degreasing, straightening, cutting to lengths and assembling tendons and cutting off ends after tensioning (g) formwork to form recesses for anchorages and filling with grout
S2 Details of: (a) ultimate tensile strength and jacking force applied to tendons (b) duct type and size (c) type of grout (d) anchorages (e) type of sheathing (if any)
Copyright : Davis Langdon & Seah Philippines Inc. 03231/1
03231 Contractor Designed Stressing Tendons
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 Particulars of whether tendons are to be
(a) pre-tensioned (b) post tensioned (c) tensioned as the load is applied
CLASSIFICATION TABLE
S1 Kind and quality of materials
1 Tendons
1 In suspended slabs 2 In beams
1 Jacking force
applied, length and reference
No
M1 Lengths are given as a straight line between outer faces of anchorages with no allowance for undulations along the length of the tendon
C1 Work is held to include: (a) ducts and grouting to ducts (b) anchorages including anchor plates, cones, wedges and the like (c) sheathing (d) supports to the material used in the formation of ducts (e) forming and grouting of air holes (f) degreasing, straightening, cutting to lengths and assembling tendons and cutting off ends after tensioning (g) formwork to form recesses for anchorages and filling with grout
03231 Contractor Designed Stressing Tendons (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
03231/2 2 Production of design
information
item
C2 Design information is held to include: (a) design drawings (b) working drawings (c) structural calculations (d) all other information necessary to evaluate the Contractor's design (e) presentation of design information to the Project Manager and Structural Engineer and incorporating any design revisions as requested
S2 Details of drawings and other design information required
Copyright : Davis Langdon & Seah Philippines Inc. 03250/1
03250 Concrete Accessories
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Concrete accessories in post tensioned work are given under a separate heading
D1 Joints include control joints, construction joints, expansion joints and contraction joints
S1 Kind and quality of materials
1 Designed joints
1 Dimensioned
description and location
m
1 Curved 2 Waterstops 3 Sealants 4 Formwork
M2 Locations should follow the classifications in Section 03300 - Cast in Place Concrete
C1 Waterstops are held to include welded joints and special fittings at ends, angles and intersections C2 Cutting and fitting around reinforcement and dowel bars are held to be included
S2 Details of (a) fillers and sealants (b) waterstops (b) dowel bars (where measured as part of the joint)
2 Joints not designed by
the Structural Engineer
item
M3 This item is included in the bills of quantities, even if joints are designed by the Structural Engineer, so that any additional joints required for the Contractor's method of working can be allowed for
C3 Joints are held to include:- (a) formwork (b) fillers and sealants (c) waterstops (d) dowel bars (e) additional reinforcement required due to the joint (f) all other necessary work
Copyright : Davis Langdon & Seah Philippines Inc.
03300/103300 Cast in Place Concrete
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Concrete in post tensioned work is given under a separate heading M2 Concrete volume is measured net except that no deductions are made for: (a) openings <1.00m² (b) reinforcement (c) steel sections (d) cast in accessories (e) conduits, pipes, ducts and the like M3 Slabs, beds and the like include thickenings thereto unless required to be given separately M4 Walls, beams and the like include projections thereto unless required to be given separately M5 Lintels and stiffeners in masonry walls are measured in Section 04200 - Unit Masonry
C1 Work is held to include: (a) forming or cutting grooves, rebates, drips, chamfers, splays, recesses and the like (other than in fair faced concrete to form ornamental features) (b) forming or cutting chases, mortices and notches (c) forming or cutting holes for pipes (d) forming or cutting openings <1.00m² sectional area (e) infilling to formed or cut openings <1.00m² with concrete including all necessary additional formwork (f) grouting in balusters, bolts, dowels, cramps and the like with cement (g) casting in of fixings, inserts, sleeves and accessories and forming blockouts for all other trades as necessary, including those not forming part of the contract, including curtain walling, mechanical, electrical, elevator, structural steelwork and gondola installations (h) making good (i) sampling, testing and curing requirements (j) laying in bays (k) finishing with a tamped finish (l) sundry items of a like nature
S1 Composition and mix or strength requirements S2 If reinforced
Copyright : Davis Langdon & Seah Philippines Inc. 03300/2
CLASSIFICATION TABLE
C2 Reinforced concrete is held to include for vibration
1 Blinding beds
1 Thickness stated
m³
1 Sloping < 15º 2 Sloping > 15º 3 Vertical
C3 Blinding beds are held to include: (a) formwork (b) casting against face of excavations
2 Wall footings and the
like 3 Column bases,
isolated footings, pedestals and the like
4 Pile caps 5 Ground beams 6 Mat foundations
m³
1 Casting against faces
of excavations
M6 Wall footings are measured between attached column bases
D1 Ground beams include tie beams and the like
7 Columns 8 Casings to structural
steel columns
m³
M7 If the width of a column is >four times its thickness it is classified as a wall
9 Walls 10 Retaining walls 11 Parapet walls and
planter walls
1 Casting against faces
of excavations
12 Slab on grade, beds
and the like 13 Suspended slabs 14 Waffle slabs 15 Troughed slabs 16 Machine bases and
plinths
1 Thickness stated
m³
1 Sloping < 15º 2 Sloping > 15º 3 Casting against faces
of excavations
M8 Walls are measured between columns M9 The measurement of suspended slabs are taken across attached beams except where beams are of a different mix M10 Waffle and troughed slabs include margins whose width is < 500mm. Wider margins are included with suspended slabs M11 Cantilevered planter boxes are measured in item 03300.23
D2 The stated thickness is that of the general area and excludes thickenings, projections and recesses D3 The stated thickness of waffle and troughed slabs is the overall thickness D4 Suspended slabs include: (a) ramp slabs (b) landings at floor level (c) attached drop panels
C4 Laying or finishing to falls, currents or cambers are held to be included
03300 Cast in Place Concrete (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
03300/3 17 Beams and girders 18 Casings to structural
steel beams and girders
19 Upstand beams
m³
M12 Work is measured between columns
20 Staircases
m³
C5 Staircases include steps, support beams, strings, intermediate landings and aprons
21 Shoulders of
different mix or grade of concrete
1 Extra over slabs 2 Extra over beams
m³
1 Permanent mesh to
form shoulders
D5 Shoulders to beams and slabs are only measured where designed by the Structural Engineer
C6 Additional formwork to form shoulders is held to be included
22 Curbs, upstands,
zocalos and the like 23 Sunbreakers, fins,
hoods, fascias, cantilevered planter boxes and the like
24 Copings 25 Corbels 26 Balustrades 27 Counters, shelves
and the like 28 Louvers
m³
Copyright : Davis Langdon & Seah Philippines Inc.
03400/103400 Precast Concrete
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Small prestressed precast concrete units such as copings, cills and the like are included in this Section. Large prestressed precast concrete units are included in Section 03420 - Prestressed Precast Concrete M2 Lintels in masonry walls are measured in Section 04200 - Unit Masonry
C1 Work is held to include: (a) moulds (b) reinforcement (c) all work in bedding and fixing (d) temporary supports (e) cast-in accessories (f) pretensioning (g) additional reinforcement not designed but necessary for handling purposes
S1 Kind and quality of materials S2 Method of fixing S3 Surface finishes S4 Reinforcement details S5 Details of any cast-in accessories S6 Pretensioning materials and stresses
No m
1 Type or name stated
1 Dimensioned
description
m²
1 Curved
No
2 Extra over for
1 Special fittings
1 Dimensioned
description m
1 Curved
M3 Special fittings are only measured on items measured m or m², where applicable
D1 Special fittings are ends, angles and intersections which differ from the general design
Copyright : Davis Langdon & Seah Philippines Inc. 03345/1
03345 Concrete Finishing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 No deduction is made for voids < 1.00m²
S1 Kind and quality of materials
1 Surface finishes to
unset concrete
1 Power floating 2 Trowelling 3 Wood floating 4 Broom finishing
m²
1 Sloping > 15º 2 Curved 3 Surface treatment,
details stated
C1 Surface finishes are held to include work to falls, currents and slopes < 15º
1 Floors 2 Landings 3 Walls and columns 4 Treads, risers and
strings
m²
1 Surface treatment,
details stated
2 Surface finishes to set
concrete
1 Rubbed finish 2 Hacking 3 Grinding 4 Sandblasting
5 Ceilings and beams 6 Soffits of staircases
and landings
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved 3 Surface treatment,
details stated
D1 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
C2 Floors are held to include work to falls, currents and slopes
S2 Description of finish required and method of achieving
Copyright : Davis Langdon & Seah Philippines Inc. 03420/1
03420 Prestressed Precast Concrete
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 A general description of the prestressed precast units and the system and method of tensioning P2 Particulars of:
(a) Tendons and any preparatory treatment (b) Whether tendons are to be pre-tensioned or post tensioned or tensioned as the load is applied. (c) Maturity of concrete before pre-tensioning is released or post-tensioning is applied (d) Tests to be applied
P3 Work is given under the following headings:
(a) Pre-tensioned in the mould (b) Post-tensioned on the ground after casting (c) Cast in sections, assembled and post-tensioned before erection (d) Cast in sections for assembly in-situ and post tensioned after erection (e) Post-tensioned after hoisting but capable of self support (f) Post-tensioned after hoisting but requiring support until tensioning is complete
CLASSIFICATION TABLE
1 Prestressed precast
units
1 Dimensioned
description
No
M1 Prestressed precast units are measured in accordance with Section 03400 - Precast Concrete
Copyright : Davis Langdon & Seah Philippines Inc.
03500/103500 Cementitious Decks and Toppings
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured that in contact with the base and no deduction is made for voids <0.50m²
D1 The thickness stated is the nominal thickness
C1 Work is held to include: (a) fair joints to all types of work including to existing (b) fair edges, angles and intersections (c) rounded edges, angles and intersections (d) throats, drips, grooves and the like (e) working into recessed duct and manhole covers (f) dishing to outlets and gullies (g) working up to flashings and frames (h) forming or working into channels <50mm deep (i) working over and around obstructions (j) preparing bases including hacking concrete to form a key (k) laying in bays (l) bonding agents where necessary or required (m) internal angle fillets (n) temporary formwork to edges (p) sundry items of a like nature
S1 Kind, quality, composition and mix of materials including waterproofing agents and other admixtures S2 Fabric or other reinforcement required S3 Number of coats S4 Method of application S5 Nature of base S6 Surface finish or materials to be received
Copyright : Davis Langdon & Seah Philippines Inc. 03500/2
CLASSIFICATION TABLE
1 Floors 2 Landings 3 Roofs
1 Thickness
m²
1 Sloping > 15º 2 Curved 3 Patterned, details
stated
4 Worktops, vanity
tops, seats and the like
5 Watertank sides and
bases
1 Thickness
m²
1 Curved 2 Patterned, details
stated
D2 Floors include to floors within roof spaces
C2 Floors and roofs are held to include for laying to falls, currents and slopes < 15º
6 Skirtings 7 Treads 8 Risers 9 Strings 10 Splashbacks 11 Fascias 12 Linings to channels 13 Coverings to curbs 14 Cappings
1 Dimensioned
description
m
1 Curved 2 Patterned, details
stated
M2 Linings to channels are only measured where >50mm deep
C3 Linings to channels and coverings to curbs are held to include additional work to ends
15 Angle fillets
1 Cross sectional size
m
D3 (Isolated) Angle fillets are those not associated with cementitious decks and toppings. Those associated with toppings are held to be included by C1 (m)
Copyright : Davis Langdon & Seah Philippines Inc.
04200/104200 Unit Masonry
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 This section is for: (a) concrete hollow blocks (b) solid concrete blocks (c) bricks (d) glass blocks M2 No deductions are made for: (a) voids < 1.00m² (b) the area taken up by lintels and cills M3 Block and brick walls are measured the mean length
C1 Work is held to include: (a) all cutting (b) projecting and recessed courses (c) packing at heads (d) raking out joints to form a key (e) raking out joints for flashings, asphalt nibs and the like and pointing (f) cutting and bonding together walls of different construction (g) forming square, rebated and irregular reveals, ends and angles (h) forming openings <1.00m² including providing lintels (i) forming, leaving or cutting chases, grooves, rebates, throats, splays, chamfers, notches, holes and mortices (j) cutting and pinning ends of steel beams and the like (k) obtaining and building in position all inserts including bolts, fixings, cores, pipes, sleeves and the like (supply of inserts included elsewhere) (l) making good (m) sundry items of a like nature
S1 Kind and quality of materials
Copyright : Davis Langdon & Seah Philippines Inc. 04200/2
CLASSIFICATION TABLE
1 Concrete hollow
block 2 Solid concrete block 3 Brick 4 Glass block
1 Walls, thickness
stated
1 Built fair and pointed
one side 2 Built fair and pointed
both sides
m²
1 Curved, radii stated
D1 Walls are held to be vertical and of constant thickness unless otherwise described
C2 Concrete hollow block walls are held to include for: (a) reinforcement including dowel bars and starter bars (b) filling cavities with mortar (c) cast in place concrete stiffeners and lintel beams including formwork and reinforcement and precast concrete hollow beam blocks forming lintel beams (lintels over openings are measured separately. See 04200.10) C3 Concrete hollow block walls and solid concrete block walls are held to include: (a) blocks of special shape and size at ends, angles or as otherwise required (b) concrete infilling around inserts and protrusions or as otherwise necessary
5 Projections
1 Size stated
1 Vertical 2 Horizontal
m
1 Shape described if
other than rectangular
2 Built fair and
pointing
S2 Composition and mix of mortar S3 Type of pointing where built fair S4 For concrete hollow block walls, details of: (a) reinforcement (b) concrete stiffeners
6 Bonding to existing
1 Thickness of wall
stated
m
C4 Work is held to include for all labor and materials in bonding new walls to existing
S5 Method of bonding
04200 Unit Masonry (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
04200/3 7 Mesh reinforcement
in joints of block or brick walls
8 Damp-proof courses
1 Width
1 Minimum laps
m
1 Horizontal 2 Vertical 3 Curved
M4 Work is measured the net length covered with no allowance for laps
C5 Work is held to include extra material for laps
9 Designed joints
1 Dimensioned
description
m
1 Sealants 2 Curved
M5 Joints are only measured where designed by the Structural Engineer
C6 Joints not designed by the Structural Engineer are held to be included
S6 Details of (a) fillers and sealants (b) ties and fixings
1 Cast in place
1 Dimensioned
description
m
2 Precast concrete
1 Dimensioned
description
m
10 Lintels
3 Concrete hollow
beam blocks
1 Dimensioned
description
m
M6 Cast in place lintels are given as composite items and described giving the information in the following sections as necessary: (a) Section 03100 - Concrete Formwork (b) Section 03200 - Concrete Reinforcement (c) Section 03300 - Cast in Place Concrete (d) Section 03345 - Concrete Finishing M7 Precast concrete lintels are measured in accordance with Section 03400 - Precast Concrete
D2 Lintels are isolated lintels over openings. Lintel beams in concrete hollow block walls are held to be included with the walls. See 04200.C2
C7 Cast in place lintels are held to include: (a) reinforcement (b) formwork C8 Concrete hollow beam blocks forming lintels are held to include: (a) reinforcement including dowel bars and starter bars (b) filling cavities with mortar (c) blocks of special shape and size at ends, angles or as otherwise required (d) temporary support
Copyright : Davis Langdon & Seah Philippines Inc. 05100/1
05100 Structural Steelwork
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is shown on drawings which accompany the bills of quantities (a) the position of the work in relation to other parts of the work and of the proposed buildings (b) the types and sizes of structural members and their positions in relation to each other (c) details of connections or of the reactions, moments and axial loads at connection points CLASSIFICATION TABLE
M1 Work is separated into individual structures each given under a suitable heading to identify the work
D1 Ordinary bolts are plain steel bolts used to join steel members together and include high strength bolts D2 Surface treatments prior to erection include blast cleaning, galvanising and protective painting. Painting after erection is included in Section 09900 - Painting
C1 Work is held to include: (a) all cutting including cutting holes and perforations (b) notching, drilling and countersinking (c) welds, rivets and ordinary bolts with associated nuts and washers
S1 Types and grades of materials S2 Surface treatments off site prior to delivery, details stated S3 Surface treatments on site prior to erection, details stated
1 Columns 2 Beams 3 Purlins 4 Rails 5 Bracing 6 Members of roof
trusses, reference and number stated
7 Members of portal
frames, reference and number stated
1 Cross sectional shape
and dimensions
1 Weight per meter
kg
1 Curved 2 Cambered 3 Tapered 4 Cranked 5 Castellated
M2 The mass of members is measured from their overall lengths with no deductions for splay cuts or mitered ends or for the mass of metal removed to form notches, holes and perforations M3 No allowance is made for rolling margins or for the mass of weld fillets, ordinary bolts, nuts, washers, rivets and protective coatings M4 The mass of steel is taken for measurement as 7850 Kg/m3
05100 Structural Steelwork (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
05100/2 8 Wires and cables 9 Tie rods and the like 10 Connections, caps
and bases
kg
M5 Connections, caps and bases are all grouped together irrespective of the type or of the member to which they are attached and include plates, brackets, cleats, fillets, stiffeners, packing pieces and gussets
C2 Tie rods and the like are held to include: (a) threaded ends (b) nuts, washers and all other accessories (c) drilling or cutting holes in any material
11 Anchor bolts 12 Special bolts and
fasteners
1 Details stated
No
D3 Special bolts and fasteners are those other than ordinary bolts and anchor bolts
C3 Work is held to include: (a) all labors in fabricating and fixing (b) nuts, washers and all other accessories (c) drilling or cutting holes in any material (d) casting in or building in
13 Permanent
formwork
1 Type and method of
fixing stated
m²
1 Curved
D4 Permanent formwork is that which is structurally integral with the framing
14 Cold rolled
members
1 Purlins 2 Cladding rails
1 Type and method of
fixing stated
m
1 Curved 2 Cambered 3 Tapered 4 Cranked
15 Wedging and
grouting
1 Column bases
1 Size stated
No
16 Filling hollow
sections
1 Concrete
1 Size stated
m
Copyright : Davis Langdon & Seah Philippines Inc. 05100/1
05100 Structural Steelwork
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is shown on drawings which accompany the bills of quantities (a) the position of the work in relation to other parts of the work and of the proposed buildings (b) the types and sizes of structural members and their positions in relation to each other (c) details of connections or of the reactions, moments and axial loads at connection points CLASSIFICATION TABLE
M1 Work is separated into individual structures each given under a suitable heading to identify the work
D1 Ordinary bolts are plain steel bolts used to join steel members together and include high strength bolts D2 Surface treatments prior to erection include blast cleaning, galvanising and protective painting. Painting after erection is included in Section 09900 - Painting
C1 Work is held to include: (a) all cutting including cutting holes and perforations (b) notching, drilling and countersinking (c) welds, rivets and ordinary bolts with associated nuts and washers
S1 Types and grades of materials S2 Surface treatments off site prior to delivery, details stated S3 Surface treatments on site prior to erection, details stated
1 Columns 2 Beams 3 Purlins 4 Rails 5 Bracing 6 Members of roof
trusses, reference and number stated
7 Members of portal
frames, reference and number stated
1 Cross sectional shape
and dimensions
1 Weight per meter
kg
1 Curved 2 Cambered 3 Tapered 4 Cranked 5 Castellated
M2 The mass of members is measured from their overall lengths with no deductions for splay cuts or mitered ends or for the mass of metal removed to form notches, holes and perforations M3 No allowance is made for rolling margins or for the mass of weld fillets, ordinary bolts, nuts, washers, rivets and protective coatings M4 The mass of steel is taken for measurement as 7850 Kg/m3
05100 Structural Steelwork (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
05100/2 8 Wires and cables 9 Tie rods and the like 10 Connections, caps
and bases
kg
M5 Connections, caps and bases are all grouped together irrespective of the type or of the member to which they are attached and include plates, brackets, cleats, fillets, stiffeners, packing pieces and gussets
C2 Tie rods and the like are held to include: (a) threaded ends (b) nuts, washers and all other accessories (c) drilling or cutting holes in any material
11 Anchor bolts 12 Special bolts and
fasteners
1 Details stated
No
D3 Special bolts and fasteners are those other than ordinary bolts and anchor bolts
C3 Work is held to include: (a) all labors in fabricating and fixing (b) nuts, washers and all other accessories (c) drilling or cutting holes in any material (d) casting in or building in
13 Permanent
formwork
1 Type and method of
fixing stated
m²
1 Curved
D4 Permanent formwork is that which is structurally integral with the framing
14 Cold rolled
members
1 Purlins 2 Cladding rails
1 Type and method of
fixing stated
m
1 Curved 2 Cambered 3 Tapered 4 Cranked
15 Wedging and
grouting
1 Column bases
1 Size stated
No
16 Filling hollow
sections
1 Concrete
1 Size stated
m
Copyright : Davis Langdon & Seah Philippines Inc. 05500/1
05500 Metal Fabrications
05700 Ornamental Metal
06600 Plastic Fabrications
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Pointing around frames and the like with sealant is measured in Section 07900 - Sealants, unless noted otherwise
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Staircases 2 Ladders 3 Walkways
1 Dimensioned
description
No
M2 Work made up of structural steel members is measured in Section 05100 - Structural Steelwork M3 Balustrades and handrails are measured separately, unless noted otherwise in descriptions
C2 Work is held to include associated: (a) linings, nosings, trims and the like (b) soffit linings, spandrel panels and the like
05500 Metal Fabrications (continued) 05700 Ornamental Metal (continued) 06600 Plastic Fabrications (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
05500/2
4 Balustrades 5 Railings
1 Horizontal 2 Sloping
6 Isolated handrails
1 Brackets
m
1 Curved, radii stated
C3 Ends, angles, bends and all other changes in direction are held to be included C4 Balustrades and railings include associated handrails unless noted otherwise in descriptions
7 Extra over
balustrades for 8 Extra over railings
for 9 Extra over isolated
handrails for
1 Special features,
details stated
No
D1 Special features are ornamental ends, ornamental angles and other similar features which differ substantially from the general design
10 Handrail brackets
1 Dimensioned
description
No
M4 Handrail brackets are only measured separately here where to timber isolated handrails. Timber isolated handrails are measured in Section 06400 - Architectural Woodwork
11 Fixtures and fittings
1 Dimensioned
description
No
1 Hardware 2 Glazing beads 3 Glazing
M5 Work contained in the fourth column of the classification table are only included if supplied with the component. Otherwise they are measured separately
C5 Fixtures and fittings are held to include all ancillary trims, supports, components and the like
12 Grilles 13 Gratings
1 Dimensioned
description
No
1 Hardware
14 Expansion joint
covers 15 Column guards
1 Dimensioned
description
m
16 Baseboards 17 Window boards
m
C6 Ends, angles, bends and all other changes in direction are held to be included
Copyright : Davis Langdon & Seah Philippines Inc. 06100/1
06100 Rough Carpentry
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing and gluing (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) planing one or more surfaces as necessary to obtain a level fixing surface (l) priming backs, applying coal tar or similar protective coatings prior to fixing (m) provision for wood preservative treatment (n) sundry items of a like nature
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
06100 Rough Carpentry (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
06100/2
CLASSIFICATION TABLE
1 Structural members
1 Floor members 2 Wall or partition
members 3 Members of roof
trusses, reference and number stated
4 Pitched roof
members 5 Flat roof members 6 Plates 7 Bridging
1 Cross sectional size
m
1 Curved, radii stated
M1 Bridging is measured over joists
D2 Floor members and flat roof members include joists and beams D3 Members of roof trusses include top and bottom chords, collar plates, kingposts, web members and wood connectors D4 Pitched roof members include struts, purlins, rafters, hip and valley rafters, ridges, ceiling joists, binders, cleats and bracing D5 Plates are those to structural elements only and include bearers and girts
C2 Work is held to include gusset plates and the like
2 Individual supports
1 Grounds 2 Battens 3 Bearers 4 Packings 5 Fillets 6 Upstands and curbs 7 Ceiling joist hangers
1 Cross sectional size
m
1 Curved, radii stated
Copyright : Davis Langdon & Seah Philippines Inc. 06100/3
1 Size and spacing
m²
3 Framework, surface
fixed
1 To floors 2 To walls and
columns 3 To ceilings and
beams 4 To soffits of
staircases and landings
2 Size, spacing and
width
m
1 Curved, radii stated
1 Size and spacing
m²
1 To fascias 2 To eaves soffits 3 To vertical pipe
casings and false columns
4 To horizontal pipe
casings and false beams
5 To steel columns 6 To steel beams 7 To suspended
ceilings 8 To bulkheads in
suspended ceilings
2 Size, spacing and
width
m
1 Curved, radii stated
4 Framework, self
supporting
9 To light coves
1 Dimensioned
description
m
1 Curved, radii stated
M2 No deduction is made for voids < 1.00 m²
C3 Work is held to include: (a) additional members at ends, angles, intersections, abutments and for trimming around openings, projections and into recesses (b) additional members for fixing partitions, suspended ceilings, fixtures, fittings and for all other fixings as otherwise required (c) fixing to any type of base at abutments
5 Bolts 6 Tie rods 7 Others, details stated
1 Dimensioned
description
No
M3 The length of a bolt is measured the length of the shaft
C4 Work is held to include: (a) all labors in fabricating and fixing (b) nuts, washers and all other accessories (c) drilling or cutting holes in any material (d) casting in or building in
Copyright : Davis Langdon & Seah Philippines Inc.
06160/106160 Sheet and Board Linings and Panelling
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Wood flooring which is designed to be a finished surface is measured in Section 09550 - Wood Flooring
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors, except as otherwise required (b) breather paper lining/sheathing (c) nailing, screwing and gluing (d) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (e) punching in nail heads and covering with approved wood filler (f) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (g) selecting and keeping clean for clear finishes (h) notching and holes (i) fair, chamfered, splayed and rounded edges (j) ends, shaped ends, miters, angles and intersections (k) joints including additional materials (l) bands and margins set out to different arrangement or pattern (m) providing panels of the sizes indicated on the drawings (n) priming backs, applying coal tar or similar protective coatings prior to fixing
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process S8 Size of boards and thickness of sheets
Copyright : Davis Langdon & Seah Philippines Inc. 06160/2
CLASSIFICATION TABLE
(o) provision for wood preservatives treatment (p) sundry items of a like nature
1 Floors 2 Walls and columns 3 Roofs 4 Fascias 5 Eaves soffits 6 Vertical pipe casings,
false columns and casings to steel columns
1 Dimensioned
description
m²
1 Curved, radii stated 2 Patterned, details
stated
7 Horizontal pipe
casings, false beams and casings to steel beams
8 Ceilings and beams 9 Soffits of staircases
and landings 10 Soffits of spiral
staircases 11 Soffits of helical
ramps
1 Dimensioned
description
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved, radii stated 3 Patterned, details
stated
M2 No deduction is made for voids < 1.00m² M3 Fascias and eaves soffits made up of solid wood, other than boarding, are measured in Section 06200 - Finish Carpentry
D2 Floors include to floors within roof spaces and to landings D3 Walls and columns include: (a) edges of openings and recesses in walls and columns (b) attached pipe casings, false columns and casings to steel columns where they are the same in nature D4 Ceilings and beams include: (a) edges of openings and recesses in ceilings and beams (b) bulkheads and light coves (c) attached pipe casings, false beams and casings to steel beams where they are the same in nature D5 Beams attached to ceilings are classified as the same height to soffit as the ceiling, where they are the same in nature
C2 Floors and roofs are held to include laying to falls, currents and slopes
12 Treads 13 Risers 14 Strings
1 Dimensioned
description
1 Width stated
m
1 Curved, radii stated 2 Patterned, details
stated
15 Extra over for
1 Access panels
1 Dimensioned
description
No
Copyright : Davis Langdon & Seah Philippines Inc.
06200/106200 Finish Carpentry
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is only measured independently in this section where not included as part of work measured in accordance with other sections
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) nailing, screwing and gluing (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (c) punching in nail heads and covering with approved wood filler (d) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (e) selecting and keeping clean for clear finishes (f) notching and holes (g) fair edges (h) ends, shaped ends, miters, angles and intersections (i) joints including additional materials (j) priming backs, applying coal tar or similar protective coatings prior to fixing (k) provision for wood preservative treatment (l) sundry items of a like nature
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
Copyright : Davis Langdon & Seah Philippines Inc. 06200/2
CLASSIFICATION TABLE
1 Baseboards 2 Dado rails,
mouldings and the like to walls
3 Cornices 4 Mouldings and the
like to ceilings 5 Trims, cover fillets
and the like 6 Beads 7 Nosings 8 Cappings 9 Window sills 10 Window boards 11 Window casings 12 Fascias 13 Eaves soffits 14 Isolated Shelves and
worktops 15 Duct covers 16 Treads 17 Risers
1 Cross sectional size
and shape
m
1 Curved, radii stated 2 Built up members,
size of components stated
M2 Fascias and eaves soffits made up of wood sheet or wood boarding are measured in Section 06160 - Sheet and Board Linings and Panelling
18 Isolated features 19 Trellis
1 Dimensioned
description
No
Copyright : Davis Langdon & Seah Philippines Inc.
06400/106400 Architectural Woodwork
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing, gluing, bolting, fixing with brackets, ties and all other fixings and fastenings including drilling or cutting holes in any material (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) bedding in mortar (l) filling behind frames with concrete/mortar including all necessary formwork (m) priming backs, applying coal tar or similar protective coatings prior to fixing (n) provision for wood preservative treatment
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
Copyright : Davis Langdon & Seah Philippines Inc. 06400/2
CLASSIFICATION TABLE
(o) sundry items of a like nature
1 Staircases
1 Dimensioned
description
No
1 Associated
balustrades and handrails
M1 Balustrades and handrails are measured separately, unless noted otherwise in descriptions
C2 Staircases are held to include: (a) linings, nosings, cover moulds, trims and the like where part of the component (b) soffit lining, spandrel panels and the like where part of the component (c) ancillary supports, components, blockings, wedges and the like
2 Balustrades 3 Railings 4 Isolated handrails
1 Horizontal 2 Sloping
m
1 Curved, radii stated
M2 Metal brackets to isolated handrails are measured in one of the following sections as applicable: (a) Section 05500 - Metal Fabrications (b) Section 05700 - Ornamental Metal
C3 Ends, angles, bends and all other changes in direction are held to be included C4 Balustrades include associated handrails unless noted otherwise in descriptions
5 Extra over
balustrades for 6 Extra over railings
for 7 Extra over isolated
handrails for
1 Special features,
details stated
No
D2 Special features are newel posts, ornamental ends, ornamental angles and other similar features which differ substantially from the general design
8 Louvers 9 Sliding/folding
partitions 10 Fixtures and fittings
1 Dimensioned
description
No
1 Hardware
M3 Louvers of any material other than wood are measured in Section 10200 - Louvers and Vents M4 Hardware may be measured separately in Section 08700 - Hardware
D3 Fixtures and fittings include cabinets, counters, wardrobes, shelves and the like
C5 Work is held to include all ancillary trims, supports, components and the like
Copyright : Davis Langdon & Seah Philippines Inc.
07110/107110 Sheet Membrane and Felt Waterproofing
07510 Sheet Membrane and Felt Roofing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids < 0.50m²
C1 Work is held to include: (a) fair joints to all types of work (b) internal angle fillets (c) dressing over tilting fillets (d) fair and rounded edges, angles and drips (e) turning into grooves including additional materials (f) working into recessed duct and manhole covers (g) dishing to outlets and gullies (h) working up to flashings and frames (i) forming or working into channels < 50mm deep (j) working over and around obstructions (k) laps, cutting, notching and bending (l) preparing bases including hacking concrete surfaces to form a key (m) jointing between sections where the nature of the work requires it to be carried out in sections (n) sundry items of a like nature
S1 Kind and quality of materials including underlays S2 Nature of base S3 Method of application S4 Treatment of joints and minimum laps
Copyright : Davis Langdon & Seah Philippines Inc. 07110/2
CLASSIFICATION TABLE
1 Floors 2 Landings 3 Roofs 4 Walls and columns 5 Watertank sides and
bases
m²
1 Curved
D1 Floors include to floors within roof spaces D2 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors, landings and roofs are held to include for laying to falls, currents and slopes
6 Ceilings and beams 7 Soffits of staircases
and landings
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved
D3 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D4 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
8 Turning up at edges 9 Treads 10 Risers 11 Strings 12 Fascias and aprons 13 Linings to gutters 14 Linings to channels 15 Coverings to curbs
1 Dimensioned
description
m
1 Curved
M3 Linings to channels are only measured where > 50mm deep M4 Turning up at edges > 300mm wide is classified as walls and columns
C3 Linings to gutters and channels and coverings to curbs are held to include additional waterproofing to ends
07110 Sheet Membrane and Felt Waterproofing (continued) 07510 Sheet Membrane and Felt Roofing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
07110/3
16 Linings to
cesspools, sumps and the like
17 Collars around
pipes, railings, standards and the like
1 Dimensioned
description
No
18 Surface applications
1 Solar reflective paint 2 Stone chippings
m²
19 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
07120/1
07120 Asphalt and Fluid Applied Waterproofing
07540 Asphalt and Fluid Applied Roofing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured that in contact with the base and no deduction is made for voids < 0.50m²
C1 Work is held to include: (a) fair joints to all types of work (b) internal angle fillets (c) dressing over tilting fillets (d) fair and rounded edges, angles and drips (e) turning into grooves including additional materials (f) working into recessed duct and manhole covers (g) dishing to outlets and gullies (h) working up to flashings and frames (i) forming or working into channels < 50mm deep (j) working over and around obstructions (k) laps, cutting, notching and bending of underlay and reinforcement (l) preparing bases including hacking concrete surfaces to form a key (m) rubbing surfaces with a wood float with clean sand if required (n) jointing between sections where the nature of the work requires it to be carried out in sections (p) sundry items of a like nature
S1 Kind and quality of materials, including underlays and reinforcement. S2 Nature of base S3 Number of coats S4 Method of application S5 Surface treatments
07120 Asphalt and Fluid Waterproofing (continued) 07540 Asphalt and Fluid Applied Roofing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
07120/2
CLASSIFICATION TABLE
1 Floors 2 Landings 3 Roofs 4 Walls and columns 5 Watertank sides and
bases
1 Thickness
m²
1 Floors, landings or
roofs sloping >15º
2 Curved
D1 Floors include to floors within roof spaces D2 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors, landings and roofs are held to include for laying to falls, currents and slopes < 15º
6 Ceilings and beams 7 Soffits of staircases
and landings
1 Thickness
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved
D3 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D4 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
8 Turning up at edges 9 Treads 10 Risers 11 Strings 12 Fascias and aprons 13 Linings to gutters 14 Linings to channels 15 Coverings to curbs
1 Dimensioned
description
m
1 Curved
M2 Linings to channels are only measured where > 50mm deep M3 Turning up at edges > 300mm wide is classified as walls and columns
C3 Linings to gutters and channels and coverings to curbs are held to include additional waterproofing to ends
Copyright : Davis Langdon & Seah Philippines Inc. 07120/3
16 Linings to
cesspools, sumps and the like
17 Collars around
pipes, railings, standards and the like
1 Dimensioned
description
No
18 Surface applications
1 Solar reflective paint 2 Stone chippings
m²
19 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
07190/1
07190 Vapor Retarders
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 No deduction is made for voids < 0.50m² M2 Work is measured the net area covered with no allowance for laps
C1 Work is held to include: (a) laying to falls, currents, slopes and to vertical surfaces (b) sealing at joints (c) extra material for laps
S1 Kind and quality of materials S2 Method of jointing
1 Vapor barriers
1 Thickness
1 Minimum laps
m²
2 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc. 07200/1
07200 Insulation
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids <0.50m²
C1 Work is held to include: (a) all jointing materials (b) all fixing materials including bedding mortars, adhesives and mechanical fixings (c) all cutting and fitting over and around obstructions (d) cutting holes (e) preparing bases (f) extra material for laps (g) sundry items of a like nature
S1 Kind and quality of materials S2 Method of fixing S3 Nature of base S4 Treatment of joints S5 Extent of laps
1 Floors 2 Roofs 3 Walls and columns
1 Thickness
m²
1 Across members,
centers of members stated
2 Between members,
centers of members stated
3 Curved
D1 Floors include floors within roof spaces D2 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors and roofs are held to include laying to falls, currents and slopes
4 Ceilings and beams 5 Soffits of staircases
and landings
1 Thickness
m²
1 Across members,
centers of members stated
2 Between members,
centers of members stated
3 Height to soffit
>3.50m above floor in stages of 1.50m
4 Curved
D3 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D4 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
Copyright : Davis Langdon & Seah Philippines Inc.
07300/107300 Shingles and Roofing Tiles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids <0.50m²
C1 Work is held to include: (a) additional materials for laps (b) sealants, bedding and pointing (c) fixings (d) special shaped units (e) all necessary ancillary work
S1 Kind, quality and size of materials S2 Method of fixing S3 Nature of base S4 Minimum laps
1 Roof coverings
1 Pitch stated
2 Wall coverings
1 Battens
m²
1 Counter battens 2 Underlay 3 Curved, radii stated
C2 Coverings are held to include: (a) work in forming voids and holes <0.50m² (b) cutting, fitting and making good around outlets, pipes and the like (c) additional battens at ends, angles and the like
S5 Spacing of battens and counter battens
3 Ridges 4 Hips 5 Valleys 6 Eaves 7 Gables 8 Abutments
1 Dimensioned
description
m
1 Curved, radii stated
M3 Work to perimeter of voids is only measured where the void is > 0.50 m²
C3 Work is held to include: (a) undercloaks (b) tiles and shingles of special size and shape to suit the location (c) bedding and pointing (d) ends, angles and intersections including special shaped tiles and shingles as necessary
No
9 Special Fittings
1 Dimensioned
description
m
D1 Special fittings include ventilators, finials and the like
10 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc. 07400/1
07400 Manufactured Roofing and Siding
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids <0.50m²
C1 Work is held to include: (a) additional materials for laps (b) sealants, bedding and pointing (c) fixings (d) special shaped units (e) all necessary ancillary work
S1 Kind, quality and size of materials S2 Method of fixing, jointing and sealing S3 Nature of base S4 Minimum laps
1 Roof coverings
1 Pitch stated
2 Wall coverings
m²
1 Underlay 2 Curved, radii stated
C2 Coverings are held to include: (a) work in forming voids and holes <0.50m² (b) cutting, fitting and making good around outlets, pipes and the like
S5 Spacing of structural supports, where applicable
3 Ridges 4 Hips 5 Valleys 6 Eaves 7 Gables 8 Abutments 9 Flashings 10 Gutters 11 Filler pieces
1 Dimensioned
description
m
1 Curved, radii stated
M3 Work to perimeter of voids is only measured where the void is > 0.50 m²
C3 Work is held to include: (a) sheets of special size and shape to suit the location (b) ends, angles and intersections including special shaped flashings, cappings, junction pieces and the like as necessary
07400 Manufactured Roofing and Siding (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
07400/2 No
12 Special fittings
1 Dimensioned
description
m
D1 Special fittings include: (a) ventilators, finials and the like (b) translucent sheets (c) louvers
13 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon and Seah Philippines Inc.
07900/1
07900 Sealants INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
1 Joints 2 Pointing
1 Dimensioned
description
m
1 Backing rods
C1 Work is held to include preparation, cleaners, primers and sealers appropriate to the base
S1 Kind and quality of materials S2 Method of application S3 Nature of base
Copyright : Davis Langdon & Seah Philippines Inc.
08100/108100 Metal Doors and Frames
08220 Plastic Doors and Frames
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 The following are measured in other sections unless noted otherwise: (a) pointing around frames and the like with sealant in Section 07900 - Sealants (b) glazing in Section 08800 - Glazing
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Doors and frames 2 Doors 3 Door frames 4 Roller shutters and
frames 5 Access hatches and
frames
1 Dimensioned
description
No
1 Glazing beads 2 Trims 3 Weatherstripping
Copyright : Davis Langdon & Seah Philippines Inc. 08210/1
08210 Wood Doors and Frames INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 The following are measured in other sections unless noted otherwise: (a) hardware in Section 08700 - Hardware (b) pointing around frames and the like with sealant in Section 07900 - Sealants (c) glazing in Section 08800 - Glazing
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing, gluing, bolting, fixing with brackets, ties and all other fixings and fastenings including drilling or cutting holes in any material (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) bedding in mortar (l) filling behind frames with concrete/mortar including all necessary formwork (m) priming backs of frames, applying coal tar or similar protective coatings prior to fixing (n) provision for wood preservative treatment
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
08210 Wood Doors and Frames (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
08210/2
CLASSIFICATION TABLE
(o) sundry items of a like nature
1 Doors and frames 2 Doors 3 Door frames 4 Access hatches and
frames
1 Dimensioned
description
No
1 Glazing beads 2 Weatherstripping
5 Architraves
1 Dimensioned
description
m
Copyright : Davis Langdon & Seah Philippines Inc. 08400/1
08400 Entrance Screens, Shopfronts, Frameless Glass Doors and Windows
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Pointing around frames and the like with sealant is measured in Section 07900 - Sealants, unless noted otherwise
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Entrance screens 2 Shopfronts 3 Frameless glass doors 4 Frameless glass windows
1 Dimensioned
description
1 Type and thickness of
glass
No
1 Hardware 2 Glazing beads 3 Trims 4 Weatherstripping
Copyright : Davis Langdon & Seah Philippines Inc. 05500/1
05500 Metal Fabrications
05700 Ornamental Metal
06600 Plastic Fabrications
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Pointing around frames and the like with sealant is measured in Section 07900 - Sealants, unless noted otherwise
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Staircases 2 Ladders 3 Walkways
1 Dimensioned
description
No
M2 Work made up of structural steel members is measured in Section 05100 - Structural Steelwork M3 Balustrades and handrails are measured separately, unless noted otherwise in descriptions
C2 Work is held to include associated: (a) linings, nosings, trims and the like (b) soffit linings, spandrel panels and the like
05500 Metal Fabrications (continued) 05700 Ornamental Metal (continued) 06600 Plastic Fabrications (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
05500/2
4 Balustrades 5 Railings
1 Horizontal 2 Sloping
6 Isolated handrails
1 Brackets
m
1 Curved, radii stated
C3 Ends, angles, bends and all other changes in direction are held to be included C4 Balustrades and railings include associated handrails unless noted otherwise in descriptions
7 Extra over
balustrades for 8 Extra over railings
for 9 Extra over isolated
handrails for
1 Special features,
details stated
No
D1 Special features are ornamental ends, ornamental angles and other similar features which differ substantially from the general design
10 Handrail brackets
1 Dimensioned
description
No
M4 Handrail brackets are only measured separately here where to timber isolated handrails. Timber isolated handrails are measured in Section 06400 - Architectural Woodwork
11 Fixtures and fittings
1 Dimensioned
description
No
1 Hardware 2 Glazing beads 3 Glazing
M5 Work contained in the fourth column of the classification table are only included if supplied with the component. Otherwise they are measured separately
C5 Fixtures and fittings are held to include all ancillary trims, supports, components and the like
12 Grilles 13 Gratings
1 Dimensioned
description
No
1 Hardware
14 Expansion joint
covers 15 Column guards
1 Dimensioned
description
m
16 Baseboards 17 Window boards
m
C6 Ends, angles, bends and all other changes in direction are held to be included
Copyright : Davis Langdon & Seah Philippines Inc. 06100/1
06100 Rough Carpentry
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing and gluing (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) planing one or more surfaces as necessary to obtain a level fixing surface (l) priming backs, applying coal tar or similar protective coatings prior to fixing (m) provision for wood preservative treatment (n) sundry items of a like nature
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
06100 Rough Carpentry (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
06100/2
CLASSIFICATION TABLE
1 Structural members
1 Floor members 2 Wall or partition
members 3 Members of roof
trusses, reference and number stated
4 Pitched roof
members 5 Flat roof members 6 Plates 7 Bridging
1 Cross sectional size
m
1 Curved, radii stated
M1 Bridging is measured over joists
D2 Floor members and flat roof members include joists and beams D3 Members of roof trusses include top and bottom chords, collar plates, kingposts, web members and wood connectors D4 Pitched roof members include struts, purlins, rafters, hip and valley rafters, ridges, ceiling joists, binders, cleats and bracing D5 Plates are those to structural elements only and include bearers and girts
C2 Work is held to include gusset plates and the like
2 Individual supports
1 Grounds 2 Battens 3 Bearers 4 Packings 5 Fillets 6 Upstands and curbs 7 Ceiling joist hangers
1 Cross sectional size
m
1 Curved, radii stated
Copyright : Davis Langdon & Seah Philippines Inc. 06100/3
1 Size and spacing
m²
3 Framework, surface
fixed
1 To floors 2 To walls and
columns 3 To ceilings and
beams 4 To soffits of
staircases and landings
2 Size, spacing and
width
m
1 Curved, radii stated
1 Size and spacing
m²
1 To fascias 2 To eaves soffits 3 To vertical pipe
casings and false columns
4 To horizontal pipe
casings and false beams
5 To steel columns 6 To steel beams 7 To suspended
ceilings 8 To bulkheads in
suspended ceilings
2 Size, spacing and
width
m
1 Curved, radii stated
4 Framework, self
supporting
9 To light coves
1 Dimensioned
description
m
1 Curved, radii stated
M2 No deduction is made for voids < 1.00 m²
C3 Work is held to include: (a) additional members at ends, angles, intersections, abutments and for trimming around openings, projections and into recesses (b) additional members for fixing partitions, suspended ceilings, fixtures, fittings and for all other fixings as otherwise required (c) fixing to any type of base at abutments
5 Bolts 6 Tie rods 7 Others, details stated
1 Dimensioned
description
No
M3 The length of a bolt is measured the length of the shaft
C4 Work is held to include: (a) all labors in fabricating and fixing (b) nuts, washers and all other accessories (c) drilling or cutting holes in any material (d) casting in or building in
Copyright : Davis Langdon & Seah Philippines Inc.
06160/106160 Sheet and Board Linings and Panelling
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Wood flooring which is designed to be a finished surface is measured in Section 09550 - Wood Flooring
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors, except as otherwise required (b) breather paper lining/sheathing (c) nailing, screwing and gluing (d) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (e) punching in nail heads and covering with approved wood filler (f) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (g) selecting and keeping clean for clear finishes (h) notching and holes (i) fair, chamfered, splayed and rounded edges (j) ends, shaped ends, miters, angles and intersections (k) joints including additional materials (l) bands and margins set out to different arrangement or pattern (m) providing panels of the sizes indicated on the drawings (n) priming backs, applying coal tar or similar protective coatings prior to fixing
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process S8 Size of boards and thickness of sheets
Copyright : Davis Langdon & Seah Philippines Inc. 06160/2
CLASSIFICATION TABLE
(o) provision for wood preservatives treatment (p) sundry items of a like nature
1 Floors 2 Walls and columns 3 Roofs 4 Fascias 5 Eaves soffits 6 Vertical pipe casings,
false columns and casings to steel columns
1 Dimensioned
description
m²
1 Curved, radii stated 2 Patterned, details
stated
7 Horizontal pipe
casings, false beams and casings to steel beams
8 Ceilings and beams 9 Soffits of staircases
and landings 10 Soffits of spiral
staircases 11 Soffits of helical
ramps
1 Dimensioned
description
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved, radii stated 3 Patterned, details
stated
M2 No deduction is made for voids < 1.00m² M3 Fascias and eaves soffits made up of solid wood, other than boarding, are measured in Section 06200 - Finish Carpentry
D2 Floors include to floors within roof spaces and to landings D3 Walls and columns include: (a) edges of openings and recesses in walls and columns (b) attached pipe casings, false columns and casings to steel columns where they are the same in nature D4 Ceilings and beams include: (a) edges of openings and recesses in ceilings and beams (b) bulkheads and light coves (c) attached pipe casings, false beams and casings to steel beams where they are the same in nature D5 Beams attached to ceilings are classified as the same height to soffit as the ceiling, where they are the same in nature
C2 Floors and roofs are held to include laying to falls, currents and slopes
12 Treads 13 Risers 14 Strings
1 Dimensioned
description
1 Width stated
m
1 Curved, radii stated 2 Patterned, details
stated
15 Extra over for
1 Access panels
1 Dimensioned
description
No
Copyright : Davis Langdon & Seah Philippines Inc.
06200/106200 Finish Carpentry
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is only measured independently in this section where not included as part of work measured in accordance with other sections
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) nailing, screwing and gluing (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (c) punching in nail heads and covering with approved wood filler (d) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (e) selecting and keeping clean for clear finishes (f) notching and holes (g) fair edges (h) ends, shaped ends, miters, angles and intersections (i) joints including additional materials (j) priming backs, applying coal tar or similar protective coatings prior to fixing (k) provision for wood preservative treatment (l) sundry items of a like nature
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
Copyright : Davis Langdon & Seah Philippines Inc. 06200/2
CLASSIFICATION TABLE
1 Baseboards 2 Dado rails,
mouldings and the like to walls
3 Cornices 4 Mouldings and the
like to ceilings 5 Trims, cover fillets
and the like 6 Beads 7 Nosings 8 Cappings 9 Window sills 10 Window boards 11 Window casings 12 Fascias 13 Eaves soffits 14 Isolated Shelves and
worktops 15 Duct covers 16 Treads 17 Risers
1 Cross sectional size
and shape
m
1 Curved, radii stated 2 Built up members,
size of components stated
M2 Fascias and eaves soffits made up of wood sheet or wood boarding are measured in Section 06160 - Sheet and Board Linings and Panelling
18 Isolated features 19 Trellis
1 Dimensioned
description
No
Copyright : Davis Langdon & Seah Philippines Inc.
06400/106400 Architectural Woodwork
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing, gluing, bolting, fixing with brackets, ties and all other fixings and fastenings including drilling or cutting holes in any material (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) bedding in mortar (l) filling behind frames with concrete/mortar including all necessary formwork (m) priming backs, applying coal tar or similar protective coatings prior to fixing (n) provision for wood preservative treatment
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
Copyright : Davis Langdon & Seah Philippines Inc. 06400/2
CLASSIFICATION TABLE
(o) sundry items of a like nature
1 Staircases
1 Dimensioned
description
No
1 Associated
balustrades and handrails
M1 Balustrades and handrails are measured separately, unless noted otherwise in descriptions
C2 Staircases are held to include: (a) linings, nosings, cover moulds, trims and the like where part of the component (b) soffit lining, spandrel panels and the like where part of the component (c) ancillary supports, components, blockings, wedges and the like
2 Balustrades 3 Railings 4 Isolated handrails
1 Horizontal 2 Sloping
m
1 Curved, radii stated
M2 Metal brackets to isolated handrails are measured in one of the following sections as applicable: (a) Section 05500 - Metal Fabrications (b) Section 05700 - Ornamental Metal
C3 Ends, angles, bends and all other changes in direction are held to be included C4 Balustrades include associated handrails unless noted otherwise in descriptions
5 Extra over
balustrades for 6 Extra over railings
for 7 Extra over isolated
handrails for
1 Special features,
details stated
No
D2 Special features are newel posts, ornamental ends, ornamental angles and other similar features which differ substantially from the general design
8 Louvers 9 Sliding/folding
partitions 10 Fixtures and fittings
1 Dimensioned
description
No
1 Hardware
M3 Louvers of any material other than wood are measured in Section 10200 - Louvers and Vents M4 Hardware may be measured separately in Section 08700 - Hardware
D3 Fixtures and fittings include cabinets, counters, wardrobes, shelves and the like
C5 Work is held to include all ancillary trims, supports, components and the like
Copyright : Davis Langdon & Seah Philippines Inc.
07110/107110 Sheet Membrane and Felt Waterproofing
07510 Sheet Membrane and Felt Roofing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids < 0.50m²
C1 Work is held to include: (a) fair joints to all types of work (b) internal angle fillets (c) dressing over tilting fillets (d) fair and rounded edges, angles and drips (e) turning into grooves including additional materials (f) working into recessed duct and manhole covers (g) dishing to outlets and gullies (h) working up to flashings and frames (i) forming or working into channels < 50mm deep (j) working over and around obstructions (k) laps, cutting, notching and bending (l) preparing bases including hacking concrete surfaces to form a key (m) jointing between sections where the nature of the work requires it to be carried out in sections (n) sundry items of a like nature
S1 Kind and quality of materials including underlays S2 Nature of base S3 Method of application S4 Treatment of joints and minimum laps
Copyright : Davis Langdon & Seah Philippines Inc. 07110/2
CLASSIFICATION TABLE
1 Floors 2 Landings 3 Roofs 4 Walls and columns 5 Watertank sides and
bases
m²
1 Curved
D1 Floors include to floors within roof spaces D2 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors, landings and roofs are held to include for laying to falls, currents and slopes
6 Ceilings and beams 7 Soffits of staircases
and landings
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved
D3 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D4 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
8 Turning up at edges 9 Treads 10 Risers 11 Strings 12 Fascias and aprons 13 Linings to gutters 14 Linings to channels 15 Coverings to curbs
1 Dimensioned
description
m
1 Curved
M3 Linings to channels are only measured where > 50mm deep M4 Turning up at edges > 300mm wide is classified as walls and columns
C3 Linings to gutters and channels and coverings to curbs are held to include additional waterproofing to ends
07110 Sheet Membrane and Felt Waterproofing (continued) 07510 Sheet Membrane and Felt Roofing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
07110/3
16 Linings to
cesspools, sumps and the like
17 Collars around
pipes, railings, standards and the like
1 Dimensioned
description
No
18 Surface applications
1 Solar reflective paint 2 Stone chippings
m²
19 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
07120/1
07120 Asphalt and Fluid Applied Waterproofing
07540 Asphalt and Fluid Applied Roofing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured that in contact with the base and no deduction is made for voids < 0.50m²
C1 Work is held to include: (a) fair joints to all types of work (b) internal angle fillets (c) dressing over tilting fillets (d) fair and rounded edges, angles and drips (e) turning into grooves including additional materials (f) working into recessed duct and manhole covers (g) dishing to outlets and gullies (h) working up to flashings and frames (i) forming or working into channels < 50mm deep (j) working over and around obstructions (k) laps, cutting, notching and bending of underlay and reinforcement (l) preparing bases including hacking concrete surfaces to form a key (m) rubbing surfaces with a wood float with clean sand if required (n) jointing between sections where the nature of the work requires it to be carried out in sections (p) sundry items of a like nature
S1 Kind and quality of materials, including underlays and reinforcement. S2 Nature of base S3 Number of coats S4 Method of application S5 Surface treatments
07120 Asphalt and Fluid Waterproofing (continued) 07540 Asphalt and Fluid Applied Roofing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
07120/2
CLASSIFICATION TABLE
1 Floors 2 Landings 3 Roofs 4 Walls and columns 5 Watertank sides and
bases
1 Thickness
m²
1 Floors, landings or
roofs sloping >15º
2 Curved
D1 Floors include to floors within roof spaces D2 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors, landings and roofs are held to include for laying to falls, currents and slopes < 15º
6 Ceilings and beams 7 Soffits of staircases
and landings
1 Thickness
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved
D3 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D4 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
8 Turning up at edges 9 Treads 10 Risers 11 Strings 12 Fascias and aprons 13 Linings to gutters 14 Linings to channels 15 Coverings to curbs
1 Dimensioned
description
m
1 Curved
M2 Linings to channels are only measured where > 50mm deep M3 Turning up at edges > 300mm wide is classified as walls and columns
C3 Linings to gutters and channels and coverings to curbs are held to include additional waterproofing to ends
Copyright : Davis Langdon & Seah Philippines Inc. 07120/3
16 Linings to
cesspools, sumps and the like
17 Collars around
pipes, railings, standards and the like
1 Dimensioned
description
No
18 Surface applications
1 Solar reflective paint 2 Stone chippings
m²
19 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
07190/1
07190 Vapor Retarders
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 No deduction is made for voids < 0.50m² M2 Work is measured the net area covered with no allowance for laps
C1 Work is held to include: (a) laying to falls, currents, slopes and to vertical surfaces (b) sealing at joints (c) extra material for laps
S1 Kind and quality of materials S2 Method of jointing
1 Vapor barriers
1 Thickness
1 Minimum laps
m²
2 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc. 07200/1
07200 Insulation
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids <0.50m²
C1 Work is held to include: (a) all jointing materials (b) all fixing materials including bedding mortars, adhesives and mechanical fixings (c) all cutting and fitting over and around obstructions (d) cutting holes (e) preparing bases (f) extra material for laps (g) sundry items of a like nature
S1 Kind and quality of materials S2 Method of fixing S3 Nature of base S4 Treatment of joints S5 Extent of laps
1 Floors 2 Roofs 3 Walls and columns
1 Thickness
m²
1 Across members,
centers of members stated
2 Between members,
centers of members stated
3 Curved
D1 Floors include floors within roof spaces D2 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors and roofs are held to include laying to falls, currents and slopes
4 Ceilings and beams 5 Soffits of staircases
and landings
1 Thickness
m²
1 Across members,
centers of members stated
2 Between members,
centers of members stated
3 Height to soffit
>3.50m above floor in stages of 1.50m
4 Curved
D3 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D4 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
Copyright : Davis Langdon & Seah Philippines Inc.
07300/107300 Shingles and Roofing Tiles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids <0.50m²
C1 Work is held to include: (a) additional materials for laps (b) sealants, bedding and pointing (c) fixings (d) special shaped units (e) all necessary ancillary work
S1 Kind, quality and size of materials S2 Method of fixing S3 Nature of base S4 Minimum laps
1 Roof coverings
1 Pitch stated
2 Wall coverings
1 Battens
m²
1 Counter battens 2 Underlay 3 Curved, radii stated
C2 Coverings are held to include: (a) work in forming voids and holes <0.50m² (b) cutting, fitting and making good around outlets, pipes and the like (c) additional battens at ends, angles and the like
S5 Spacing of battens and counter battens
3 Ridges 4 Hips 5 Valleys 6 Eaves 7 Gables 8 Abutments
1 Dimensioned
description
m
1 Curved, radii stated
M3 Work to perimeter of voids is only measured where the void is > 0.50 m²
C3 Work is held to include: (a) undercloaks (b) tiles and shingles of special size and shape to suit the location (c) bedding and pointing (d) ends, angles and intersections including special shaped tiles and shingles as necessary
No
9 Special Fittings
1 Dimensioned
description
m
D1 Special fittings include ventilators, finials and the like
10 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc. 07400/1
07400 Manufactured Roofing and Siding
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is measured the net area covered with no allowance for laps M2 No deduction is made for voids <0.50m²
C1 Work is held to include: (a) additional materials for laps (b) sealants, bedding and pointing (c) fixings (d) special shaped units (e) all necessary ancillary work
S1 Kind, quality and size of materials S2 Method of fixing, jointing and sealing S3 Nature of base S4 Minimum laps
1 Roof coverings
1 Pitch stated
2 Wall coverings
m²
1 Underlay 2 Curved, radii stated
C2 Coverings are held to include: (a) work in forming voids and holes <0.50m² (b) cutting, fitting and making good around outlets, pipes and the like
S5 Spacing of structural supports, where applicable
3 Ridges 4 Hips 5 Valleys 6 Eaves 7 Gables 8 Abutments 9 Flashings 10 Gutters 11 Filler pieces
1 Dimensioned
description
m
1 Curved, radii stated
M3 Work to perimeter of voids is only measured where the void is > 0.50 m²
C3 Work is held to include: (a) sheets of special size and shape to suit the location (b) ends, angles and intersections including special shaped flashings, cappings, junction pieces and the like as necessary
07400 Manufactured Roofing and Siding (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
07400/2 No
12 Special fittings
1 Dimensioned
description
m
D1 Special fittings include: (a) ventilators, finials and the like (b) translucent sheets (c) louvers
13 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon and Seah Philippines Inc.
07900/1
07900 Sealants INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
1 Joints 2 Pointing
1 Dimensioned
description
m
1 Backing rods
C1 Work is held to include preparation, cleaners, primers and sealers appropriate to the base
S1 Kind and quality of materials S2 Method of application S3 Nature of base
Copyright : Davis Langdon & Seah Philippines Inc.
08100/108100 Metal Doors and Frames
08220 Plastic Doors and Frames
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 The following are measured in other sections unless noted otherwise: (a) pointing around frames and the like with sealant in Section 07900 - Sealants (b) glazing in Section 08800 - Glazing
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Doors and frames 2 Doors 3 Door frames 4 Roller shutters and
frames 5 Access hatches and
frames
1 Dimensioned
description
No
1 Glazing beads 2 Trims 3 Weatherstripping
Copyright : Davis Langdon & Seah Philippines Inc. 08210/1
08210 Wood Doors and Frames INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 The following are measured in other sections unless noted otherwise: (a) hardware in Section 08700 - Hardware (b) pointing around frames and the like with sealant in Section 07900 - Sealants (c) glazing in Section 08800 - Glazing
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing, gluing, bolting, fixing with brackets, ties and all other fixings and fastenings including drilling or cutting holes in any material (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) bedding in mortar (l) filling behind frames with concrete/mortar including all necessary formwork (m) priming backs of frames, applying coal tar or similar protective coatings prior to fixing (n) provision for wood preservative treatment
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
08210 Wood Doors and Frames (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
08210/2
CLASSIFICATION TABLE
(o) sundry items of a like nature
1 Doors and frames 2 Doors 3 Door frames 4 Access hatches and
frames
1 Dimensioned
description
No
1 Glazing beads 2 Weatherstripping
5 Architraves
1 Dimensioned
description
m
Copyright : Davis Langdon & Seah Philippines Inc. 08400/1
08400 Entrance Screens, Shopfronts, Frameless Glass Doors and Windows
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Pointing around frames and the like with sealant is measured in Section 07900 - Sealants, unless noted otherwise
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Entrance screens 2 Shopfronts 3 Frameless glass doors 4 Frameless glass windows
1 Dimensioned
description
1 Type and thickness of
glass
No
1 Hardware 2 Glazing beads 3 Trims 4 Weatherstripping
Copyright : Davis Langdon & Seah Philippines Inc.
08500/108500 Metal Windows, Rooflights and Screens
08630 Plastic Windows, Rooflights and Screens
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 The following are measured in other sections unless noted otherwise: (a) pointing around frames and the like with sealant in Section 07900 - Sealants (b) glazing in Section 08800 - Glazing
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Windows 2 Window shutters 3 Rooflights, skylights
and roof windows 4 Screens
1 Dimensioned
description
No
1 Hardware 2 Glazing beads 3 Trims 4 Weatherstripping 5 Glazing
M2 Work contained in the fourth column of the classification table are only included if supplied with the component. Otherwise they are measured separately
Copyright : Davis Langdon & Seah Philippines Inc.
08500/2
Copyright : Davis Langdon & Seah Philippines Inc. 08610/1
08610 Wood Windows, Rooflights and Screens
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 The following are measured in other sections unless noted otherwise: (a) hardware in Section 08700 - Hardware (b) pointing around frames and the like with sealant in Section 07900 - Sealants (c) glazing in Section 08800 - Glazing
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) nailing, screwing, gluing, bolting, fixing with brackets, ties and all other fixings and fastenings including drilling or cutting holes in any material (c) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with nails or screws (d) punching in nail heads and covering with approved wood filler (e) countersinking screw and bolt heads and covering with approved wood filler or wood pellets (f) selecting and keeping clean for clear finishes (g) notching and holes (h) fair, chamfered, splayed and rounded edges (i) ends, shaped ends, miters, angles and intersections (j) joints including additional materials (k) bedding in mortar (l) filling behind frames with concrete/mortar including all necessary formwork (m) priming backs of frames, applying coal tar or similar protective coatings prior to fixing (n) provision for wood preservative treatment
S1 Kind and quality of materials S2 For solid timber if rough or dressed and if kiln dried S3 Method of jointing or form of construction S4 Method of fixing S5 Nature of base, where other than timber S6 Preservatives treatments applied as part of the production process S7 Surface treatments applied as part of the production process
08610 Wood Windows, Rooflights and Screens (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
08610/2
CLASSIFICATION TABLE
(o) sundry items of a like nature
1 Windows 2 Window shutters 3 Rooflights, skylights
and roof windows 4 Screeens
1 Dimensioned
description
No
1 Glazing beads 2 Architraves 3 Weatherstripping
Copyright : Davis Langdon & Seah Philippines Inc. 08700/1
08700 Hardware
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
C1 Work is held to include: (a) providing screws, bolts, nails, pins and all other fixings as necessary to match the hardware (b) all fitting, cutting, sinking, boring and morticing to any backgrounds and making good (c) plugging concrete, masonry and the like (d) oiling, easing and adjusting and leaving in working order at completion
S1 Kind and quality of materials S2 Surface finish
1 Type of item, unit or
set stated
1 Nature of base stated
No
D1 The nature of base is the material of the main component to which it is fixed
C2 Work is held to include fixing to any other backgrounds as necessary, even though the material of the main component is the only one stated
Copyright : Davis Langdon & Seah Philippines Inc.
08800/108800 Glazing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
C1 Glazing is held to include: (a) removing and refixing glazing beads (b) raking and curved cutting and cutting notches and the like but excluding holes (c) provision of glazing compound, sealants, gaskets, bedding strips, nails, pins, clips and all other ancillary glazing materials but excluding glazing beads
S1 Kind and quality of materials S2 Method of glazing including details of glazing compound, sealants, gaskets, bedding strips and the like S3 Nature of frame or surround
1 Glass
1 Thickness stated
1 Panes < 0.10m² 2 Panes 0.10 - 0.50m² 3 Panes 0.50 - 1.00m² 4 Panes thereafter in
1.00m² stages
m²
1 Irregular shaped
panes 2 Decorative finish,
described 3 Ground edges 4 Polished edges 5 Sandblasted edges
M1 Panes of irregular shape are classified and measured according to the smallest rectangular area from which the pane can be obtained M2 Glass with a decorative finish is measured here where it is a regular finish across the whole of the pane
D1 The following glass is enumerated in items 08800.2-4 below: (a) bent or curved (b) glass with bevelled edges D2 Decorative patterns to glass which are not regular across the whole pane are measured as extra over the glass in item 08800.7.2
2 Bent glass 3 Curved glass 4 Glass with bevelled
edges 5 Louvers 6 Shelves
1 Thickness stated
1 Size of pane and
shape where not rectangular
No
1 Curved 2 Bent 3 Ground edges 4 Polished edges 5 Sandblasted edges 6 Bevelled edges
C2 Bevelled edges are held to include miters
Copyright : Davis Langdon & Seah Philippines Inc. 08800/2
1 Holes
1 Size
No
7 Extra over for
2 Decorative patterns,
described
No
M3 Decorative patterns to glass are measured here where they are not a regular pattern across the whole of the pane
8 Hacking out existing
glass and preparing rebates
1 Type of surround and
method of glazing stated together with type of glass
m
1 Beads for re-use,
details stated
M4 Hacking out existing glass and preparing rebates is measured the perimeter of the pane
Copyright : Davis Langdon & Seah Philippines Inc.
08900/108900 Curtain Walls
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
P1 The following information is provided: (a) the scope, location and layout of the work (b) component drawings CLASSIFICATION TABLE
M1 No deduction is made for voids < 1.00m²
C1 Work is held to include framework, fixings, glazing and all necessary incidental work for the proper execution of the installation
1 Curtain walling 2 Contractor designed
curtain walling
1 Dimensioned
description
m²
1 Sloping 2 Curved, radii stated 3 Flat panes set to
curve 1 Spandrel panels
m²
1 Sloping 2 Curved, radii stated 3 Flat panels set to
curve 2 Closers around door
and window openings
3 Closers at floors 4 Window boards
m
1 Curved, radii stated
3 Extra over for
5 Opening lights 6 Doors
1 Dimensioned
description
No
1 Hardware
M2 Curtain walling is described as Contractor designed where the design is not completed by the Owner and is left to be completed by the Contractor M3 Window boards are only measured in this section where part of the curtain walling system
C2 Work is held to include: (a) all necessary additional work at ends, angles, intersections, abutments and the like (b) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material and casting into concrete (c) trimming around projections (d) holes (e) bedding in mortar (f) sealants and pointing (g) finishes where part of the components as delivered C3 Opening lights and doors are held to include: (a) glazing beads (b) architraves and trims (c) frames (d) weatherstripping
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Bedding, jointing and pointing compounds S6 Surface treatments and finishes applied before delivery
Copyright : Davis Langdon & Seah Philippines Inc. 08900/2
4 Production of design
information
1 Details given
item
M4 This item is measured for Contractor designed curtain walling only
C4 Design information is held to include: (a) completing all aspects of the design not completed by the Owner (b) design drawings (c) working drawings (d) structural calculations (e) all other information necessary to evaluate the Contractor's design (f) presentation of design information to the Project Manager and Structural Engineer and incorporating any design revisions as requested
S7 Details of drawings and other design information required
5 Tests
1 Details stated
item
6 Guarantees
1 Details stated
1 Duration stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
09100/109100 Suspended Ceilings and Metal Support Systems
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
S1 Kind and quality of materials
1 Suspended ceilings
1 Dimensioned
description
1 Depth of suspension
<300mm 2 and thereafter in
300mm stages
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Integral fittings,
details stated 3 Curved, radii stated 4 Patterned, details
stated 5 External
2 Bulkheads 3 Light coves
1 Dimensioned
description
m
1 Integral fittings,
details stated 2 Curved, radii stated 3 Patterned, details
stated 4 External
4 Extra over for
1 Access panels 2 Special panels 3 Diffusers 4 Grilles
1 Dimensioned
description
No
1 External
M1 The following are measured in other sections: (a) metal lathing suspended ceilings (Section 09205 - Metal Lathing) (b) linings to ceilings on timber battens or timber suspended framework (timber framework is measured in Section 06100 - Rough Carpentry and gypsum board lining is measured in Section 09250 - Gypsum Board ) M2 No deduction is made for voids < 0.50m² M3 Integral fittings are included with the ceiling where part of the suspended ceiling system and they also follow a regular layout. Where fittings are not part of the suspended ceiling system or do not follow a regular layout they are measured separately in accordance with 09100.4.*.*.*
D1 Work is held to be internal unless described as external D2 Integral fittings include special panels, diffusers, grilles and the like
C1 Work is held to include: (a) all jointing materials (b) suspension and framing members including fixings, trims and the like (c) all cutting and fitting over and around obstructions including cutting and fitting up to frames and around pipes, brackets and the like (d) cutting holes (e) preparing bases (f) additional supports and all other work to provide space for services in the suspended ceiling void (g) additional supports, trims and accessories as necessary to fittings, partitions, access panels, diffusers, grilles, light fittings, fixtures, signs and the like (h) sundry items of a like nature
S2 Size and thickness of panels S3 Thickness of sheet linings S4 Details of framing and suspension system S5 Method of fixing S6 Nature of base S7 Treatment of joints and surface finish or materials to be received for sheet linings
Copyright : Davis Langdon & Seah Philippines Inc. 09100/2
5 Framework to metal
stud partitions 6 Metal framework
surface fixed to walls and columns
7 Metal framework
surface fixed to ceilings and beams
8 Metal framework
surface fixed to soffits of staircases and landings
1 Size and type of
studs or supports
1 Spacing
m²
1 Curved, radii stated
9 Mesh
m²
1 Curved, radii stated
10 Special details at
abutments
m
M4 No deduction is made for voids < 1.00m² M5 The following are measured in other sections: (a) insulation (Section 07200 - Insulation) (b) vapor barriers (Section 07190 - Vapor Retarders) (c) gypsum board (Section 09250 - Gypsum Board) (d) plywood and other timber board linings and panelling (Section 06160 - Sheet and Board Linings and Panelling) (e) sealant pointing (Section 07900 - Sealants), unless noted otherwise in descriptions
C2 Work is held to include: (a) additional members at ends, angles, intersections, abutments and for trimming around openings, projections and into recesses (b) additional members for fixing partitions, suspended ceilings, fixtures, fittings and for all other fixings as otherwise required (c) fixing to concrete, concrete hollow blocks and any other materials by any means including bolting, screwing, ties, cramps and the like (d) all necessary incidental work for the proper execution of the item
S8 Method of jointing or form of construction S9 Method of fixing S10 Nature of base
Copyright : Davis Langdon & Seah Philippines Inc.
09205/109205 Metal Lathing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 No deduction is made for voids < 0.50m² M2 Work is measured the net area covered with no allowance for laps
D1 Work is held to be internal unless described as external D2 Work is only classified as curved where >100mm radius
C1 Work is held to include: (a) framing (b) mechanical fixings, steel rods, stirrups, spacer rods and hangers (c) screws, staples, clips, clout nails, wire ties, steel banding and all other fixings (d) additional support and trimming for fittings (e) rounded edges, angles and intersections < 100mm radius (f) fair joints to all types of work including to existing (g) all jointing materials (h) fair edges, angles and
S1 Kind and quality of materials S2 Method of fixing S3 Nature of base S4 Treatment of joints S5 Extent of laps
Copyright : Davis Langdon & Seah Philippines Inc.
09205/2
intersections (i) all cutting and fitting over and around obstructions including cutting and fitting up to frames and around pipes, brackets and the like (j) cutting holes (k) preparing bases (l) angle and stop beads (m) sundry items of a like nature
Copyright : Davis Langdon & Seah Philippines Inc. 09205/3
CLASSIFICATION TABLE
1 Walls and columns
m²
1 Curved 2 External
2 Ceilings and beams 3 Soffits of staircases
and landings
1 Dimensioned
description
m²
1 Height to soffit
> 3.50m above floor in stages of 1.50m
2 Curved 3 External
D3 Walls and columns include edges of openings, recesses and projections on walls and columns D4 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D5 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
4 Cornices 5 Mouldings
1 Dimensioned
description
m
1 Curved 2 External
C2 Work is held to include fair, rounded and coved ends, angles, intersections and sundry items of a like nature
1 Dimensioned
description
1 Depth of suspension
< 300mm 2 and thereafter in
300mm stages
m²
1 Height to soffit
> 3.50m above floor in stages of 1.50m
2 Curved 3 External
M3 Metal lathing suspended ceilings are measured in accordance with Section 09100 - Suspended Ceilings and Metal Support Systems
6 Metal lathing
suspended ceilings
2 Bulkheads
1 Dimensioned
description
m
1 Curved 2 External
Copyright : Davis Langdon & Seah Philippines Inc.
09220/1
09220 Plaster and Render
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured that in contact with the base and no deduction is made for voids <0.50m² or for grounds
D1 Work is held to be internal unless described as external D2 The thickness stated is the nominal thickness D3 Work is classified as curved where >25mm radius
C1 Work is held to include: (a) fair joints to all types of work including to existing (b) fair edges, angles and intersections (c) rounded edges, angles and intersections where <25mm radius (d) throats, drips, grooves and the like (e) working into recessed duct and manhole covers (f) working up to flashings and frames (g) working over and around obstructions (h) preparing bases including hacking concrete to form a key (i) laying in bays (j) bonding agents where necessary or required (k) internal angle fillets (l) angle and stop beads (m) temporary formwork to edges (n) sundry items of a like nature
S1 Kind, quality, composition and mix of materials including waterproofing agents and other admixtures S2 Fabric or other reinforcement required S3 Number of coats S4 Method of application S5 Nature of base S6 Surface finish or materials to be received
Copyright : Davis Langdon & Seah Philippines Inc. 09220/2
CLASSIFICATION TABLE
1 Walls and columns
1 Thickness
m²
1 Curved 2 Patterned, details
stated 3 External
2 Ceilings and beams 3 Soffits of staircases
and landings
1 Thickness
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved 3 Patterned, details
stated 4 External
D4 Walls and columns include: (a) edges of openings, recesses and projections on walls and columns (b) tops of walls and columns D5 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D6 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
4 Skirtings 5 Strings 6 Splashbacks 7 Fascias
1 Dimensioned
description
m
1 Curved 2 Patterned, details
stated 3 External
M2 Measured where it forms part of this finishes. If it forms as backing, it is measured under 03500 Cementitious Decks and Toppings
D7 Where skirtings, strings, splashback and fascia forms part of the finish, it will be measured under 09220. If it is a backing to skirting, string, splashback fascia to receive tiles, marbles and wood then it will be measured under 03500 Cementitious Decks and Toppings
8 Cornices 9 Mouldings
1 Dimensioned
description
m
1 Curved 2 Patterned, details
stated 3 External
Copyright : Davis Langdon & Seah Philippines Inc.
09250/109250 Gypsum Board
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 No deduction is made for voids < 0.50m² M2 Work is measured the net area covered with no allowance for laps
D1 Work is held to be internal unless described as external D2 Work is only classified as curved where >25mm radius
C1 Work is held to include: (a) rounded edges, angles and intersections where < 25mm radius (b) fair joints to all types of work including to existing (c) all jointing materials (d) fair edges, angles and intersections (e) all cutting and fitting over and around obstructions including cutting and fitting up to frames and around pipes, brackets and the like (f) cutting holes (g) preparing bases (h) angle and stop beads (i) sundry items of a like nature
S1 Kind and quality of materials S2 Method of fixing S3 Nature of base S4 Treatment of joints S5 Extent of laps S6 Thickness and surface finish or materials to be received
1 Walls and columns
m²
1 Curved, radii stated 2 External
2 Ceilings and beams 3 Soffits of staircases
and landings
1 Thickness
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved, radii stated 3 External
M3 Metal framework to support finishes is measured in Section 09100 - Suspended Ceilings and Metal Support Systems M4 Timber framework to support finishes is measured in Section 06100 - Rough Carpentry
D3 Walls and columns include edges of openings, recesses and projections on walls and columns D4 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D5 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
4 Cornices 5 Mouldings
1 Dimensioned
description
m
1 Curved, radii stated 2 External
C2 Work is held to
include fair, rounded and coved ends, angles, intersections and sundry
Copyright : Davis Langdon & Seah Philippines Inc.
09250/2items of a like nature
This Page is Blank
Copyright : Davis Langdon & Seah Philippines Inc.
09300/1
09300 Tile and Slab Finishes
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured that in contact with the base and no deduction is made for voids <0.50m²
D1 Work in this section includes rigid tile and slab finishes such as ceramic, mosaic, quarry, concrete and stone tiles and slabs D2 Work is held to be internal unless described as external D3 The thickness stated is the nominal thickness
C1 Work is held to include: (a) fair joints to all types of work including to existing (b) all jointing materials (c) all fixing materials including bedding mortars, adhesives and mechanical fixings (d) cleaning, sealing and polishing (e) fair edges, angles and intersections (f) cutting and fitting into recessed duct and manhole covers (g) dishing to outlets and gullies (h) all cutting and fitting over and around obstructions including cutting and fitting up to frames and around pipes, brackets and the like (i) cutting holes (j) preparing bases including hacking concrete to form a key (k) bonding agents where necessary or required (l) sundry items of a like nature
S1 Kind and quality of materials S2 Size and thickness and shape if other than rectangular S3 Method of fixing S4 Nature of base S5 Treatment of joints
09300 Tile and Slab Finishes (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
09300/2
CLASSIFICATION TABLE
C2 Stone tiles and slabs are held to include: (a) grinding and polishing surfaces (b) rounding off sharp external angles C3 Ceramic tiles are held to include: (a) plastic trims and sealant at edges, angles and intersections (b) spacers
1 Dimensioned
description
m²
1 Floors 2 Landings 3 Walls and columns 4 Roofs 5 Worktops, vanity
tops, seats and the like
6 Watertank sides and
bases
2 Contrasting bands
and margins < 300mm wide, width stated
m
1 Floors or roofs
sloping >15º 2 Curved, radii stated 3 Flat rigid tiles or
slabs set to curve 4 Patterned, details
stated 5 External
1 Dimensioned
description
m²
7 Ceilings and beams 8 Soffits of staircases
and landings
2 Contrasting bands
and margins < 300mm wide, width stated
m
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 Curved, radii stated 3 Flat rigid tiles or
slabs set to curve 4 Patterned, details
stated 5 External
M2 Contrasting bands and margins are only measured separately in meters where < 300mm wide. Where bands and margins are > 300mm wide they are measured as general areas of finishes in square meters M3 Worktops, vanity tops, seats and the like which comprise a single slab of marble, granite or the like are enumerated
D4 Floors include to floors within roof spaces D5 Walls and columns include edges of openings, recesses and projections on walls and columns D6 Ceilings and beams include edges of openings, recesses and projections on ceilings and beams D7 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
C4 Floors and roofs are held to include for laying to falls, currents and slopes < 15º
Copyright : Davis Langdon & Seah Philippines Inc.
09300/3
9 Skirtings 10 Treads 11 Risers 12 Strings 13 Splashbacks 14 Fascias 15 Linings to channels 16 Coverings to curbs 17 Cappings 18 Cornices
1 Dimensioned
description
m
1 Curved, radii stated 2 Flat rigid tiles or
slabs set to curve 3 Patterned, details
stated 4 External
C5 Linings to channels and coverings to curbs are held to include additional finishes to ends
m
19 Extra over for
1 Special patterns 2 Special units
1 Dimensioned
description No
1 Curved, radii stated 2 Flat rigid tiles or
slabs set to curve 3 Patterned, details
stated 4 External
M4 Large feature patterns may alternatively be measured net and not extra over
D8 Special units include units with rounded or other shaped edge(s)
20 Movement joints
1 Dimensioned
description
m
Copyright : Davis Langdon & Seah Philippines Inc.
09550/1
09550 Wood Flooring
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Wood flooring which is designed to be a finished surface is measured in this Section. Wood flooring designed to be covered is measured in Section 06160 - Sheet and Board Linings and Panelling M2 No deduction is made for voids < 1.00m²
D1 All sizes are nominal sizes unless described as finished sizes
C1 Work is held to include: (a) all labors (b) selecting and keeping clean for clear finishes (c) notching and holes (d) fair, chamfered, splayed and rounded edges (e) ends, shaped ends, miters, angles and intersections (f) joints including additional materials (g) bands and margins set out to different arrangement or pattern (h) working over and around obstructions (i) providing panels of the sizes indicated on the drawings (j) cork or other compression strips at the perimeter of work (k) provision for wood preservatives treatment (l) sundry items of a like nature C2 Work is held to be dressed timber
S1 Kind and quality of materials S2 If kiln dried S3 Size and thickness S4 Method of jointing or form of construction S5 Method of fixing S6 Nature of base S7 Preservatives treatments applied as part of the production process S8 Surface treatments applied as part of the production process S9 Pattern for block and parquet flooring
1 Floors 2 Landings
m²
3 Treads 4 Risers
1 Width stated
m
M3 Polishing, varnishing and the like are measured in Section 09900 - Painting
D2 Floors include landings
C3 Work is held to include: (a) laying to falls, slopes and currents (b) sanding after laying
Copyright : Davis Langdon & Seah Philippines Inc. 09650/1
09650 Resilient Flooring
09680 Carpet INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 Work is measured that in contact with the base and no deduction is made for voids <1.00m²
D1 Work is held to be internal unless described as external D2 The thickness stated is the nominal thickness D3 Rounded angles >100mm radius are classified as curved work
C1 Work is held to include: (a) laying to rounded edges, angles and intersections where <100mm radius except where formed with special units which are measured separately (b) fair joints to all types of work including to existing (c) all jointing materials (d) all fixing materials including bedding mortars, adhesives and mechanical fixings (e) cleaning, sealing and polishing (f) cutting and fitting into recessed duct and manhole covers (g) dishing to outlets and gullies (h) all cutting and fitting over and around obstructions including cutting and fitting up to frames and around pipes, brackets and the like (i) cutting holes (j) preparing bases including hacking concrete to form a key (k) bonding agents where necessary or required (l) sundry items of a like nature
S1 Kind and quality of materials S2 Thickness S3 Method of fixing S4 Nature of base S5 Treatment of joints
09650 Resilient Flooring (continued) 09680 Carpet (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
09650/2
CLASSIFICATION TABLE
1 Dimensioned
description
m²
1 Floors 2 Landings 3 Walls and columns 4 Worktops, vanity
tops, seats and the like
2 Contrasting bands
and margins < 300mm wide, width stated
m
1 Floors sloping >15º 2 Curved 3 Patterned, details stated 4 External
M2 Contrasting bands and margins are only measured separately in meters where < 300mm wide. Where bands and margins are > 300mm wide they are measured as general areas of finishes in square meters
D4 Floors include to floors within roof spaces D5 Walls and columns include edges of openings, recesses and projections on walls and columns
C2 Floors are held to include for laying to falls, currents and slopes < 15º
5 Skirtings 6 Treads 7 Risers 8 Strings 9 Linings to channels 10 Coverings to curbs
1 Dimensioned
description
m
1 Curved 2 Patterned, details stated 3 External
C3 Linings to channels and coverings to curbs are held to include additional finishes to ends
m
11 Extra over for
1 Special patterns 2 Special units
1 Dimensioned
description no
1 Curved 2 Patterned, details stated 3 External
M3 Large feature patterns may alternatively be measured net and not extra over
D6 Special units include special units to provide rounded edges, angles and intersections
Copyright : Davis Langdon & Seah Philippines Inc. 09795/1
09795 Trims, Division Strips, Nosings and the Like
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
S1 Kind and quality of materials S2 Method of fixing S3 Nature of base
1 Trims 2 Division Strips 3 Nosings 4 Non-slip inserts
1 Dimensioned
description
1 To floors 2 To walls and
columns 3 To ceilings and
beams 4 To staircases and
landings 5 To soffits of
staircases and landings
6 To worktops, vanity
tops, seats and the like
m
1 Curved, radii stated 2 External
Copyright : Davis Langdon & Seah Philippines Inc.
09900/109900 Painting
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 The area or girth measured is the area or girth covered including allowances for the extra girth of edges, mouldings, panels, sinkings, corrugations, carvings and the like, except where otherwise stated M2 No deduction is made for voids <0.50m²
D1 Work is held to be internal unless described as external D2 Where reference is made to painting it is held to include clear finishing and polishing D3 Preparation includes all preparation necessary to the surface to receive the paint system described including putty, fillers, sealers and the like
C1 Work is held to include: (a) preparation of surfaces (b) rubbing down between coats (c) cutting to line (d) painting to corrugated, fluted, panelled, carved, ornamental or other irregular surfaces (e) removing hardware and the like and replacing after painting (f) painting hinges, fastenings, fixings and the like
S1 Kind and quality of materials S2 Nature of base S3 Preparatory work S4 Priming or sealing coats (No) S5 Undercoats (No) S6 Finishing coats (No) and surface finish S7 Method of application S8 If moulded, panelled, corrugated or carved surfaces are measured flat this is stated in the description
Copyright : Davis Langdon & Seah Philippines Inc. 09900/2
1 Girth > 300mm
m²
1 Floors 2 Landings 3 Walls and columns 4 Doors 5 Glazed doors 6 Glazed windows and
screens 7 Door frames, linings
and cills 8 Louvers and grilles 9 Baseboards, dado
rails, cornices, coves and the like
10 Fascias and eaves
soffits 11 Treads, risers and
strings 12 Cabinets, wardrobes
and the like
2 Girth < 300mm
m
1 External 2 On site before fixing
M3 Doors, windows and screens are measured flat both sides and include integral louvers M4 Doors with viewing panels only are described as doors and not glazed doors M5 Louvers and grilles are measured flat both sides
D4 Baseboards, dado rails, cornices, coves and the like include: (a) window boards (b) mouldings to walls and ceilings (c) all similar linear items
C2 Painting to glazed surfaces are held to include: (a) work to edges of opening lights (b) work to the surrounding frame caused by opening lights (c) cutting in next to glass (d) work on glazing beads
1 Girth > 300mm
m²
13 Ceilings and beams 14 Soffits of staircases
and landings
2 Girth < 300mm
m
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 External 3 On site before fixing
D5 Beams attached to ceilings are classified as the same height to soffit as the ceiling where the finish is the same in nature
1 General surfaces
1 Fire rating and cross
sectional shape, size and weight per meter
15 Structural
metalwork
2 Intumescent coatings
2 Number of coats
m²
1 External
M6 Painting on site prior to erection is measured in Section 05100 - Structural Steelwork
C3 Work to structural metalwork is held to include the additional area due to: (a) attached bolts, clips and the like (b) connections, caps and bases
09900 Painting (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
09900/3 1 Girth > 300mm
m²
1 Plain open type
2 Girth < 300mm
m
16 Balustrades,
railings, fences and gates
2 Close type 3 Mesh covered or
ornamental
m²
1 External 2 On site before fixing
M7 Work described as plain open type is classified according to the size of the individual members M8 Work described as close type, mesh covered or ornamental are measured flat both sides
1 Girth > 300mm
m²
17 Pipes, conduit and
the like 18 Gutters
2 Girth < 300mm
m
1 External 2 On site before fixing
D6 Pipes, conduit and the like include cables, ducting and trunking
C4 Pipes, conduit and the like are held to include work to: (a) supports (b) conduit boxes and other fittings (c) pipe fittings and accessories C5 Gutters are held to include work to supports and fittings
19 Lines
1 Width stated
m
1 Broken 1 Curved
M9 Broken lines are measured over gaps
20 Letters, shapes and
symbols
1 Dimensioned
description
No
21 Signwriting
1 Dimensioned
description
No
Copyright : Davis Langdon & Seah Philippines Inc. 09950/1
09950 Paperhanging
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 No deduction is made for voids <0.50m²
D1 Work is held to be internal unless described as external D2 Preparation includes all preparation necessary to the surface to receive the paperhanging described including putty, fillers, sealers and the like
C1 Work is held to include: (a) preparation of surfaces (b) removing fixtures, fittings, equipment and the like and replacing after paperhanging (c) cutting or fitting around obstructions, intrusions or projections
S1 Kind and quality of materials S2 Nature of base S3 Preparatory work S4 Method of fixing and jointing
1 Walls and columns
m²
1 External
2 Ceilings and beams 3 Soffits of staircases
and landings
m²
1 Height to soffit
>3.50m above floor in stages of 1.50m
2 External
4 Border strips
m
1 External
C2 Border strips are held to include miters and intersections
5 Corners 6 Motifs
No
1 External
Copyright : Davis Langdon & Seah Philippines Inc.
10150/1
10150 Compartments and Cubicles
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
C1 Work is held to include: (a) all components, trims, framing, connections, fixings, fastenings and the like (b) supporting legs and brackets (c) doors and frames (d) hardware (e) architraves (f) notching and framing around projections (g) holes (h) finishes where part of the component as delivered (i) all other ancillary trims, supports, components and incidental work for the proper execution of the item
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments applied as part of the production process S6 Details of frames, linings, hardware, architraves, glazing beads, glass and the like
1 Cubicle partition sets 2 Urinal compartment
1 Dimensioned
description
No
Copyright : Davis Langdon & Seah Philippines Inc. 10200/1
10200 Louvers and Vents
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Wood louvers are measured in Section 06400 - Architectural Woodwork M2 Pointing around frames and the like with sealant is measured in Section 07900 - Sealants, unless noted otherwise
C1 Work is held to include: (a) bolts, screws, brackets, ties and all other fixings, fastenings and supports including drilling or cutting holes in any material (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) notching and holes (d) bedding in mortar (e) filling behind frames with concrete/mortar including all necessary formwork (f) finishes where part of the components as delivered (g) all necessary incidental work for the proper execution of the item (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments and finishes applied before delivery
1 Louvers 2 Vents
1 Dimensioned
description
No
1 Hardware 2 Trims
Copyright : Davis Langdon & Seah Philippines Inc.
10270/110270 Access Flooring
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
M1 No deduction is made for voids <0.50m²
D1 Work is held to be internal unless described as external
C1 Work is held to include: (a) all jointing materials (b) all necessary supporting structures, adhesives, bearing pads, fixings, trims and the like (c) all cutting and fitting over and around obstructions including cutting and fitting up to frames and around pipes, brackets and the like (d) cutting holes (e) preparing bases (f) additional supports and all other work to provide space for services in the floor void (g) additional supports, trims and accessories to fittings, partitions, access panels, fixtures and the like (h) sundry items of a like nature
S1 Kind and quality of materials S2 Size and thickness of panels S3 Details of framing and supporting systems S4 Method of fixing S5 Nature of base
Copyright : Davis Langdon & Seah Philippines Inc. 10270/2
CLASSIFICATION TABLE
1 Floors
1 Dimensioned
description
1 Height of cavity
stated
m²
1 Integral fittings,
details stated 2 Sloping > 15º 3 Patterned, details
stated 4 External
2 Downstands 3 Steps in surfaces
1 Dimensioned
description
m
1 Integral fittings,
details stated 2 Curved, radii stated 3 Patterned, details
stated 4 External
M2 Integral fittings are included with the floor where part of the raised floor system and they also follow a regular layout. Where fittings are not part of the raised floor system or do not follow a regular layout they are measured separately in accordance with 10270.6.*.*.*
D2 Integral fittings include special panels and the like
C2 Work is held to include for laying to falls, currents and slopes < 15º
4 Ramps 5 Steps
1 Dimensioned
description
No
1 Integral fittings,
details stated 2 Patterned, details
stated 3 External
6 Extra over for
1 Access panels 2 Special panels
1 Dimensioned
description
No
1 External
7 Baseboards
1 Dimensioned
description
m
1 Curved, radii stated 2 External
M3 Baseboards which are part of the raised floor system are measured here. Baseboards not part of the raised floor system are measured in the relevant sections
C3 Work is held to include fair ends, angles and intersections
Copyright : Davis Langdon & Seah Philippines Inc.
10430/1
10430 Exterior Signs 10440 Interior Signs
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
C1 Work is held to include: (a) providing screws, bolts, nails, pins and all other fixings as necessary to match the signs (b) all fitting, cutting, sinking, boring and morticing to any backgrounds and making good (c) plugging concrete, masonry and the like (d) oiling, easing and adjusting and leaving in working order at completion
S1 Kind and quality of materials S2 Surface finish
1 Dimensional letter
signs 2 Door signs 3 Engraved signs 4 Illuminated exterior
signs 5 Non-illuminated
exterior signs 6 Post and Panel/bylon
exterior signs 7 Illuminated Interior
signs 8 Non-illuminated
interior signs 9 Electronic message
signs
1 Dimesioned
description; nature of base stated
No
D1 The nature of base is the material of the main component to which it is fixed
C2 Work is held to include fixing to any other backgrounds as necessary, even though the material of the main component is the only one stated
Copyright : Davis Langdon & Seah Philippines Inc. 10615/1
10615 Demountable Partitions
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
C1 Work is held to include: (a) all components, trims, fixings, fastenings and the like (b) fixing to concrete, concrete hollow blocks and any other materials by any means including bolting, screwing, ties, cramps and the like (c) notching and framing around projections (d) holes (e) finishes where part of the component as delivered (f) all necessary incidental work for the proper execution of the item
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Method of fixing S4 Nature of base S5 Surface treatments applied as part of the production process
10615 Demountable Partitions (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
10615/2
CLASSIFICATION TABLE
1 Height and thickness
stated
m
1 Baseboards one side 2 Baseboards both
sides 3 Flat panels set out to
a curve 4 Curved, radii stated
M1 Work is measured over obstructions M2 Baseboards are only included where supplied with the demountable partition system
2 Stop ends 3 Angles 4 Three way
intersections 5 Four way
intersections 6 Abutments with
walls and columns
1 Dimensioned
description
m
1 Demountable
partitions
7 Extra over for doors 8 Extra over for glazed
screens 9 Extra over for blank
openings
1 Dimensioned
description
No
C2 Work is held to include (a) frames and linings (b) hardware (c) architraves (d) glazing beads (e) glass (f) all other ancillary trims, supports, components and incidental work for the proper execution of the item
S6 Details of frames, linings, hardware, architraves, glazing beads, glass and the like
Copyright : Davis Langdon & Seah Philippines Inc. 10800/1
10800 Toilet and Bathroom Accessories
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
C1 Work is held to include: (a) providing screws, bolts, nails, pins and all other fixings as necessary to match the accessories (b) all fitting, cutting, sinking, boring and morticing to any backgrounds and making good (c) plugging concrete, masonry and the like (d) oiling, easing and adjusting and leaving in working order at completion
S1 Kind and quality of materials S2 Nature of base
1 Type of item, unit or
set stated
1 Dimensioned
description
No
S3 Surface finish
2 Mirrors
1 Dimensioned
description
No
S4 Details of protective backings S5 Method of fixing
Copyright : Davis Langdon & Seah Philippines Inc.
14000/1
11010 Maintenance Equipment 14000 Conveying Systems
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Maintenance equipment is given under one of the following headings: (a) Gondola or building
management unit (b) Davit system (c) Monorail system (d) Façade
maintenance system (e) Floor and wall
cleaning equipment (f) Others, stated M2 Conveying system is given under one of the following headings: (a) Dumbwaiters (b) Elevators (c) Escalators (d) Moving walls (e) Others, stated
C1 Work is held to be carried out in accordance with all relevant codes of practice and statutory regulations C2 Work is held to include: (a) providing everything necessary for jointing (b) clips, brackets, saddles, hangers, straps, screws, bolts and all other fixings and supports (c) fixing to any material by any means necessary (d) patterns, moulds, templates and the like (e) packing (f) finishes where part of the components as delivered (g) anti-vibration fixings and mountings, spring compensated and seismic restraints, vibration isolators and isolating components (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing S3 Surface treatments applied before delivery
11010 Maintenance Equipment (continued) 14000 Conveying Systems (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
14000/2
1 Gondola
1 Dimensione
d description 2 Type and
size
No
D1 Gondola includes trackmounted type, trackless type and the like
C3 Gondola is held to include metal track rails, cradle or platform, roof trolley, jib, suspension ropes, electrical system, controls, safety devices, restraints inserts, gondola machinery and the like
2 Dumbwaiters 3 Elevators 4 Escalators 5 Moving walks
D2 Elevators include passenger, service and the like
C4 Elevators are held to include cars, doors, jambs, controls, safety equipment, hoistway equipment, rails, elevator machinery and the like. C5 Dumbwaiters, escalators and moving walks are held to include associated components, hardware, controls, safety equipment and the like
6 Identification, color
coding and labelling
1 Details stated
item
7 Marking positions
of holes, mortices, chases and the like in the structure
8 Cutting holes,
mortices, chases and the like, grouting and making good after installation
9 Providing all
sleeves for fixing through slabs, walls, beams and the like
1 Details stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
14000/3
10 Wrapping conduits,
cables or trunking pipes in felt or similar protection where they pass through slabs, walls, beams and the like
11 Sealing, packing
and fireproofing where work pass through slabs, walls, beams and the like
12 Providing all
necessary spares and tools
13 Testing and
commissioning
1 Details stated
item
C6 Testing and commissioning is held to include: (a) provision of water, fuel, gas, electricity and other supplies (b) provision of test certificates (c) making good all defects and re-testing as necessary
14 Preparing drawings
required by the Owner
15 Operating and
maintenance manuals
1 Information required
and number of copies stated
item
11010 Maintenance Equipment (continued) 14000 Conveying Systems (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
14000/4
16 Temporary
operation of installations to Owner's requirements
17 Instruction of
Owner's representatives in operation, maintenance, preventive maintenance and service of completed installation
1 Details stated
1 Duration stated
item
C7 Provision of water, fuel, gas, electricity and other supplies are held to be included
18 Maintenance
1 Details stated
1 Duration stated
item
S4 Details of: (a) servicing requirements and frequency (b) requirements for emergency call outs (c) requirements in respect of repairs and who pays for damaged or replacement parts
Copyright : Davis Langdon & Seah Philippines Inc.
12600/1
12600 Furniture and Accessories
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Only items of movable furniture and furnishing accessories are measured in this section.
D1 Work is held to be internal unless described as external
C1 Work is held to include: (a) labor (b) finishes including painting, varnishing or other protective coating (c) fixing accessories (d) nailing, screwing, gluing, bolting, fixing with brackets, ties and other fixings and fastenings including drilling or cutting holes in any material (e) all jointing materials (f) cleaning, sealing and polishing (g) fair, chamfered splayed and rounded edges (h) provision for preservation treatment (i) sundry items of a like nature
S1 Kind and quality of materials S2 Surface finish S3 Method of jointing or form of construction S4 Nature of base S5 Preservative treatments applied as part of the production process S6 Surface treatments applied as part of the protection process
1 Type of item or unit
stated
1 Dimensioned
description; nature of base stated
No
C2 Work is held to include fixing to any other backgrounds as necessary, even though the material of the main component is the only one stated
Copyright : Davis Langdon & Seah Philippines Inc.
16000/113800 Building Automation Systems 16000 Electrical Installations
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Electrical installations are given under one of the following headings: (a) Incoming main and main switchgear (b) Standby power generation (c) Mains and sub mains distribution (d) General lighting and power (e) Communication systems (each system given under a suitable heading) (f) Security systems (each system given under a suitable heading) (g) Fire detection and alarm systems (h) Grounding system (i) Lightning protection (j) Others, stated
D1 Work is held to be internal unless described as external
C1 Work is held to be carried out in accordance with all relevant codes of practice and statutory regulations C2 Work is held to include: (a) providing everything necessary for jointing (b) clips, brackets, saddles, cleats, hangers, straps, screws, bolts and all other fixings and supports (c) fixing to any material by any means necessary (d) patterns, moulds, templates and the like (e) packing (f) finishes where part of the components as delivered (g) anti-vibration fixings and mountings, spring compensated and seismic restraints, vibration isolators and isolating components (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing S3 Surface treatments applied before delivery
Copyright : Davis Langdon & Seah Philippines Inc.
16000/2
1 Conduits
1 Type and size
1 In concrete pedestals 2 Encased in concrete 3 Surface fixed 4 Embedded 5 In trenches
m
1 Wrapping 2 External
M2 Conduit is measured over all fittings and boxes M3 Trenches, chambers and beds for underground services are measured in Section 02605 - Utility Trenches and Structures
D2 Surface fixed conduit includes: (a) conduit fixed to surfaces which are subsequently covered by suspended ceilings, raised floors, access panels and the like (b) conduit fixed in ducts or pipe chases (c) conduit generally surface fixed but embedded for short parts of their lengths as required by the installation
C3 Conduit is held to include: (a) pull wires (b) joints in the running length (c) joints to boxes and distribution boards (d) expansion joints, flexible conduits and adaptors (e) bends, junctions and all other fittings (except for boxes designed by the Electrical Engineer) (f) boxes where necessary but not designed by the Electrical Engineer (g) all labors including made bends (h) components for grounding (i) sundry items of a like nature C4 Embedded conduit is held to include: (a) casting into concrete, plaster and toppings (b) cutting chases in any materials and making good C5 Conduit encased in concrete is held to include: (a) concrete (b) reinforcement (c) excavation and
breaking out as necessary
(d) backfilling with selected excavated material or as otherwise specified
13800 Building Automation Systems (continued) 16000 Electrical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
16000/3
(e) disposal of surplus
excavated material and/or spoil off site
(f) all other necessary work
2 Boxes
1 Type and size
No
1 External
M4 Boxes are only measured separately where designed by the Electrical Engineer. Where not designed but necessary for the installation they are held to be included with the conduit by Rule C3(f)
D3 Boxes include pull boxes, junction boxes, adaptable boxes, floor trap boxes, purpose made boxes, flameproof boxes and all other special boxes
3 Wireways 4 Cable ladders
1 Type and size 2 Number of
compartments
1 Surface fixed
m
1 External
5 Underfloor ducts
1 Mounted on concrete
floors 2 Embedded in
concrete and concrete toppings
m
1 Spring floor
supports, details stated
2 External
6 Busducts
1 Type, rated capacity
and number of busbars
m
1 External
M5 Wireways, cable ladders, underfloor ducts and busducts are measured over all fittings
D4 Surface fixed wireways, cable ladders and cable trays include: (a) fixed to surfaces which are subsequently covered by suspended ceilings, raised floors, access panels and the like (b) fixed in ducts or pipe chases (c) generally surface fixed but embedded for short parts of their lengths as required by the installation
C6 Wireways, cable ladders, underfloor ducts and busducts are held to include: (a) joints in the running length (b) joints to conduit and distribution boards (c) joints to fittings (d) all labors (e) components for grounding
Copyright : Davis Langdon & Seah Philippines Inc.
16000/4
7 Extra over wireways
for 8 Extra over underfloor
ducts for
1 Fittings
No
1 External
9 Extra over busducts
for
1 Fittings 2 Tap off units 3 Feeder units 4 Plug in circuit
breakers, ampacity rating stated
5 Expansion joints 6 Special fittings 7 Connections to
equipment
No
1 External
10 Cable trays
1 Type and size
1 Surface fixed
m
1 External
D5 Fittings include end caps, bends, tees, crosses, reducers and the like
C7 Connections to equipment include lugs C8 Cable trays are held to include: (a) joints in the running length (b) joints to accessories and equipment (c) joints to fittings (d) all labors including cutting openings (e) components for grounding
13800 Building Automation Systems (continued) 16000 Electrical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
16000/5
11 Extra over cable
trays for
1 Fittings
No
1 External
D6 Fittings include end closers, bends, tees, crosses, reducers and the like
12 Cables
1 Type and size
1 Drawn into conduits,
ducts or wireways 2 Drawn into existing
conduits, ducts or trunking
3 Fixed to cable trays
or ladders 4 Surface fixed 5 Embedded 6 Wrapping around
pipework or equipment
7 Laid in trenches
m
1 External
M6 Cable is measured the net length following the shortest distance between points in straight lines except that the following allowances are added for tails: (a) 0.30m on each cable entering lighting fixtures and accessories (b) 0.60m on each cable entering equipment and control gear (i.e. motors, transformers, panelboards, disconnect switches, enclosed circuit breakers and the like).
D7 Surface fixed cables include: (a) cables fixed to surfaces which are subsequently covered by suspended ceilings, raised floors, access panels and the like (b) cables generally surface fixed but drawn into conduits, ducts or wireways, fixed to cable trays or embedded for short parts of their lengths as required by the installation
C9 Cables are held to include: (a) all labors (b) all joints where not designed by the Electrical Engineer but required for the installation (c) color coding or other identification markings C10 Cables drawn into existing conduit, ducts or wireways are held to include removing and replacing existing covers, inspection lids and the like C11 Embedded cables are held to include: (a) casting into concrete, plaster and toppings (b) cutting chases in any materials and making good
13 Extra over cables
for
1 Joints designed by
the Electrical Engineer
2 Line taps 3 Termination kit
No
1 Shrouds 2 External
S4 Details of joint boxes, sealing boxes and the like
Copyright : Davis Langdon & Seah Philippines Inc.
16000/6
14 Grounding
conductors
1 Type and size
m
1 External
C12 Grounding conductors are held to include: (a) all labors (b) all joints (c) color coding or other identification markings
15 Air terminals
1 Type and size
No
1 External
16 Electrodes
1 Type and size
No
1 Driving into the
ground
17 Ground wells
1 Details stated
No
18 Final circuits
1 Cables 2 Conduits 3 Cables and conduits
1 Lighting points,
stating whether wall or ceiling mounted and whether centrally or locally controlled
2 Switch points, stating
whether one or two way and the number of gangs
3 Intermediate switch
points 4 Socket outlet points 5 Immersion heater
points 6 Cooker points 7 Fan points 8 Air conditioner
points 9 Others, stated
No
1 Surface fixed 2 Embedded 3 External
M7 Final circuits are measured on an enumerated points basis where they form part of a domestic or similar simple installation from distribution boards and the like M8 Each lighting point is measured as one point irrespective of the number of lamps M9 Socket outlet points, switch points and the like are measured as one point irrespective of the number of gangs
D8 Surface fixed include: (a) work fixed to surfaces which are subsequently covered by suspended ceilings, raised floors, access panels and the like (b) work generally surface fixed but embedded for short parts of their lengths as required by the installation
C13 Final circuits are held to include: (a) providing distribution diagrams and location drawings showing the layout of the points (b) all conduit fittings and accessories necessary for the installation (c) all cable fittings and accessories necessary for the installation (d) all work to conduits included in Rule C3 (e) all work to cables included in Rule C9. C14 Embedded final circuits are held to include: (a) casting into concrete, plaster and toppings (b) cutting chases in any materials and making good
13800 Building Automation Systems (continued) 16000 Electrical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
16000/7
19 Equipment 20 Panelboards 21 Disconnect switches 22 Enclosed circuit
breakers
1 Type and size
No
1 External
D9 Equipment includes motors, batteries, transformers and the like
C15 Work is held to include (a) all necessary supports (b) connections to conduit, wireways, cable trays and cables
S5 Details of links, fuses, circuit breakers, gland plates, terminal boxes and the like
23 Lighting fixtures 24 Accessories 25 Field devices
1 Type and size
No
1 External
D10 Accessories and field devices include switches, socket outlets, thermostats, bell pushes, signal indicating units, clocks, telephones, alarm bells, loudspeakers, door status, smoke detectors, heat detectors and the like
C16 Work is held to include: (a) boxes, connector blocks (b) connections to conduit, wireways, cable trays and cable (c) all necessary ancillary work including bushes, nipples, locknuts and the like (d) grounding (e) all supports as necessary for fixing
S6 Lighting fixtures are to include details of reflectors, shades, lamps and the like S7 Accessories are to state number of gangs where appropriate
26 Identification, color
coding and labelling
1 Details stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
16000/8
27 Marking positions
of holes, mortices, chases and the like in the structure
28 Cutting holes,
mortices, chases and the like, grouting and making good after installation
29 Providing all
sleeves for fixing through slabs, walls, beams and the like
30 Wrapping conduits,
cables or trunking in felt or similar protection where work passes through slabs, walls, beams and the like
31 Sealing, packing
and fireproofing where work passes through slabs, walls, beams and the like
1 Details stated
item
32 Providing all
necessary spares and tools
33 Testing and
commissioning
1 Details stated
item
C17 Testing and commissioning is held to include: (a) provision of water, fuel, gas, electricity and other supplies (b) provision of test certificates (c) making good all defects and re-testing as necessary
13800 Building Automation Systems (continued) 16000 Electrical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
16000/9
34 Preparing drawings
required by the Owner
35 Operating and
maintenance manuals
1 Information required
and number of copies stated
item
36 Temporary
operation of installations to Owner's requirements
37 Instruction of
Owner's representatives in operation, maintenance, preventive maintenance and service of completed installation
1 Details stated
1 Duration stated
item
C18 Provision of water, fuel, gas, electricity and other supplies are held to be included
38 Maintenance
1 Details stated
1 Duration stated
item
S8 Details of: (a) servicing requirements and frequency (b) requirements for emergency call outs (c) requirements in respect of repairs and who pays for damaged or replacement parts
Copyright : Davis Langdon & Seah Philippines Inc.
15000/1
15000 Mechanical Installations
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Work is given under one of the following headings: (a) Condenser water system (b) Chilled water system (c) Condensate drains (d) Refrigerant piping system (e) Fuel oil system (f) Mechanical ventilation (g) Pressurisation system (h) Kitchen exhaust system (i) Smoke exhaust system (j) Air conditioning system (k) Refrigeration system (l) Others, stated
C1 Work is held to be carried out in accordance with all relevant codes of practice and statutory regulations C2 Work is held to include: (a) providing everything necessary for jointing (b) clips, brackets, saddles, hangers, straps, screws, bolts and all other fixings and supports (c) fixing to any material by any means necessary (d) patterns, moulds, templates and the like (e) packing (f) finishes where part of the components as delivered (g) anti-vibration fixings and mountings, spring compensated and seismic restraints, vibration isolators and isolating components (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing S3 Surface treatments applied before delivery
15000 Mechanical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
15000/2 1 Rectangular ducts
1 Gauge/thickness of
sheet material
m²
2 Circular ducts
1 Nominal size
m
3 Flexible ducts
designed by the Mechanical Engineer
1 Shape and nominal
size
1 Length in stages of
0.50m
No
M2 Ducts are measured over all fittings M3 Rectangular ducts are measured the net area of the duct with no allowance for laps
C3 Ducts are held to include: (a) bending, forming bolted joints, brazing, welding and all other labors in fabrication and erection (b) curved ducts (c) joints in the running length (d) joints to fittings, ancillaries and equipment (e) connections to ducts of different profile or material (f) flexible joints and flexible connectors (g) flexible ducts not designed by the Mechanical Engineer but required for the installation (h) stiffeners (i) test holes (j) supports of any length or type (k) sundry items of a like nature C4 Rectangular ducts are held to include: (a) bends, junctions and all other fittings (b) turning vanes, splitters and access doors (c) sundry items of a like nature
Copyright : Davis Langdon & Seah Philippines Inc.
15000/3
4 Extra over
rectangular ducts for
1 Connections to
existing ducts
1 Dimensioned
description
No
5 Extra over circular
ducts for
1 Connections to
existing ducts 2 Fittings
1 Dimensioned
description
No
M4 Reducing fittings are measured extra over the largest of the ducts on which they occur
D1 Fittings include bends, junctions, reducers and the like
C5 Fittings are held to include stiffeners, turning vanes, splitters, access doors and the like
1 Dimensioned
description 2 Type and size
No
3 Volume control dampers and fire dampers not designed by the Mechanical Engineer
item
M5 These item are included in the bills of quantities even if volume control dampers and fire dampers are designed by the Mechanical Engineer, so that any additional volume control dampers and fire dampers required by the Contractor can be allowed for
D2 Ancillaries include diffusers, dampers designed by the Mechanical Engineer, grilles, louvers and the like D3 Equipment includes chillers, cooling towers, air handling units, fans, boilers, tanks, heat exchangers, pumps and the like
C6 Ancillaries and equipment are held to include: (a) supporting frames (b) anti vibration mountings (c) sound insulating materials (d) insulation where supplied with the unit (e) controls and switches where supplied with the unit (f) wires and conduit to controls and switches
m
6 Ancillaries 7 Equipment
4 Linear diffusers
1 Dimensioned description
No
C7 Linear diffusers are held to include ends, capped ends, angles and intersections
8 Condenser water
pipework 9 Chilled water
pipework 10 Condensate
pipework 11 Refrigerant
pipework 12 Fuel oil pipework
M6 Work is measured in accordance with Section 15400 - Plumbing
15000 Mechanical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
15000/4 1 To rectangular ducts,
stating whether to internal or external surfaces
1 Thickness
m²
2 To circular ducts,
stating whether to internal or external surfaces
1 Thickness and
nominal size of duct stated
m
M7 Insulation to rectangular ducts is measured the area of the surface of the duct
C8 Insulation is held to include smoothing the materials and working around supports C9 Insulation to rectangular ducts is held to include working around fittings
3 To fittings on circular
ducts, type stated
No
4 To pipes
1 Thickness and
nominal size of pipe stated
m
5 To fittings on pipes,
type stated 6 To ancillaries on
pipes, type stated
1 Thickness and
nominal size of pipe stated
No
13 Insulation
7 Equipment
1 Thickness and overall
size stated
No
M8 Insulation to fittings on pipes is only measured where the pipe is >60mm diameter
C10 Insulation is held to include: (a) smoothing the materials and working around supports (b) working around pipe flanges (c) working around fittings <60mm diameter
Copyright : Davis Langdon & Seah Philippines Inc.
15000/5
14 Identification, color
coding and labelling
1 Details stated
item
15 Marking positions
of holes, mortices, chases and the like in the structure
16 Cutting holes,
mortices, chases and the like, grouting and making good after installation
17 Providing all pipe,
duct, conduit or cable sleeves for fixing through slabs, walls, beams and the like
18 Wrapping pipes,
ducts, conduits, cables or trunking in felt or similar protection where they pass through slabs, walls, beams and the like
19 Sealing, packing
and fireproofing where pipes, ducts, conduits, cables or trunking pass through slabs, walls, beams and the like
1 Details stated
item
15000 Mechanical Installations (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
15000/6 20 Providing all
necessary spares and tools
21 Testing and
commissioning
1 Details stated
item
C11 Testing and commissioning is held to include: (a) provision of water, fuel, gas, electricity and other supplies (b) provision of test certificates (c) making good all defects and re-testing as necessary
22 Preparing drawings
required by the Owner
23 Operating and
maintenance manuals
1 Information required
and number of copies stated
item
24 Temporary
operation of installations to Owner's requirements
25 Instruction of
Owner's representatives in operation, maintenance, preventive maintenance and service of completed installation
1 Details stated
1 Duration stated
item
C12 Provision of water, fuel, gas, electricity and other supplies are held to be included
26 Maintenance
1 Details stated
1 Duration stated
item
S4 Details of: (a) servicing requirements and frequency (b) requirements for emergency call outs (c) requirements in respect of repairs and who pays for damaged or replacement parts
Copyright : Davis Langdon & Seah Philippines Inc.
15000/7
Copyright : Davis Langdon & Seah Philippines Inc.
15300/1
15300 Fire Protection 15400 Plumbing
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Fire protection is given under one of the following headings: (a) Automatic sprinkler system (b) Dry standpipe system (c) Fire extinguishers (d) Others, stated M2 Plumbing is given under one of the following headings: (a) Storm drainage system (b) Soil, waste and vent system (c) Cold water system (d) Hot water system (e) L.P.G. system (f) Others, stated M3 Plumbing fixtures are measured in Section 15440 - Plumbing Fixtures
C1 Work is held to be carried out in accordance with all relevant codes of practice and statutory regulations C2 Work is held to include: (a) providing everything necessary for jointing (b) clips, brackets, saddles, hangers, screws, bolts and all other fixings and supports (c) fixing to any material by any means necessary (d) patterns, moulds, templates and the like (e) packing (f) finishes where part of the components as delivered (g) anti-vibration fixings and mountings, spring compensated and seismic restraints, vibration isolators and isolating components (h) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing S3 Surface treatments applied before delivery
15300 Fire Protection (continued) 15400 Plumbing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
15300/2
1 Gutters
1 Nominal size or girth
m
2 Pipes
1 Nominal size stated
1 To walls and
columns 2 To floors 3 To ceilings and
soffits 4 Cast into mat
foundations 5 In trenches
m
1 Wrapping
M4 Gutters and pipes are measured over all fittings M5 Trenches, chambers and beds for underground pipes are measured in Section 02605 - Utility Trenches and Structures
C3 Gutters and pipes are held to include: (a) joints in the running length (b) joints to fittings, ancillaries, fixtures and equipment (c) all labors including made bends (d) supports of any length or type (e) sundry items of a like nature C4 Pipes are held to include: (a) casting into concrete, plaster, toppings and the like (b) cutting chases in any materials and making good C5 Pipes <60mm nominal size are held to include all fittings
Copyright : Davis Langdon & Seah Philippines Inc.
15300/3
3 Extra over gutters for
1 Fittings 2 Special joints and
connections
1 Dimensioned
description
No
1 Fittings 2 Special joints and
connections designed by the Mechanical/ Sanitary Engineer
3 Flexible connectors,
flexible pipes and expansion loops designed by the Mechanical/Sanitary Engineer
1 Dimensioned
description
No
M6 Fittings on pipes are only measured where >60mm diameter M7 Reducing fittings are measured extra over the largest of the pipes or gutters on which they occur and include for separate reducers where a fitting of the required sizes is not available
D1 Fittings on gutters include angles, stopped ends and outlets D2 Fittings on pipes include bends, junctions, reducers, offsets, access pipes, boss joints, end caps and the like D3 Special joints and connections are: (a) joints which differ from those generally occurring in the running length (b) connections to gutters or pipes of a different profile or material (c) connections to existing gutters or pipes
C6 Fittings are held to include providing fittings with outlets at any angle as required
4 Extra over pipes for
4 Flexible connectors,
flexible pipes, expansion loops and special joints and connections not designed by the Mechanical/Sanitary Engineer
item
M8 This item is included in the bills of quantities, even if the work is designed by the Mechanical/Sanitary Engineer, so that any additional work required by the Contractor can be allowed for
5 Ancillaries 6 Equipment
1 Dimensioned
description 2 Type and size
No
D4 Ancillaries include drains, cleanouts, sprinkler heads, valves, meters and the like D5 Equipment includes boilers, cisterns, cylinders, tanks, pumps and the like
15300 Fire Protection (continued) 15400 Plumbing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
15300/4
7 Fire extinguishers
1 Dimensioned
description
No
1 To pipes
1 Thickness and
nominal size of pipe stated
m
2 To fittings, type
stated 3 To ancillaries, type
stated
1 Thickness and
nominal size of fittings and ancillaries stated
No
8 Insulation
4 To Equipment
1 Thickness and
overall size stated
No
M9 Insulation to fittings on pipes is only measured where the pipe is >60mm diameter
C7 Insulation is held to include: (a) smoothing the materials and working around supports (b) working around pipe flanges (c) working around fittings <60mm diameter
9 Identification, color
coding and labelling
1 Details stated
item
10 Marking positions
of holes, mortices, chases and the like in the structure
11 Cutting holes,
mortices, chases and the like, grouting and making good after installation
12 Providing all pipe,
conduit or cable sleeves for fixing through slabs, walls, beams and the like
13 Wrapping pipes,
conduit, cables or trunking in felt or similar protection where they pass through slabs, walls, beams and the like
1 Details stated
item
Copyright : Davis Langdon & Seah Philippines Inc.
15300/5
14 Sealing, packing and fireproofing where pipes, conduits, cables or trunking pass through slabs, walls, beams and the like
15 Providing all
necessary spares and tools
16 Testing and
commissioning 17 Treatment of
completed installations
1 Details stated
item
D6 Treatment of completed installations includes disinfecting water distribution systems
C8 Testing and commissioning is held to include: (a) provision of water, fuel, gas, electricity and other supplies (b) provision of test certificates (c) making good all defects and re-testing as necessary
18 Preparing drawings
required by the Owner
19 Operating and maintenance manuals
1 Information required
and number of copies stated
item
20 Temporary
operation of installations to Owner’s requirements
21 Instruction of
Owner’s representatives in operation, maintenance, preventive maintenance and service of completed installation
1 Details stated
1 Duration stated
item
C9 Provision of water, fuel, gas, electricity and other supplies are held to be included
15300 Fire Protection (continued) 15400 Plumbing (continued)
Copyright : Davis Langdon & Seah Philippines Inc.
15300/6
22 Maintenance
1 Details stated
1 Duration stated
item
S4 Details of: (a) servicing requirements and frequency (b) requirements for emergency call outs (c) requirements in respect of repairs and who pays for damaged or replacement parts
Copyright : Davis Langdon & Seah Philippines Inc.
15440/1
15440 Plumbing Fixtures
INFORMATION TO BE PROVIDED
MEASUREMENT RULES
DEFINITION RULES
COVERAGE RULES
SUPPLEMENTARY INFORMATION
CLASSIFICATION TABLE
M1 Toilet accessories are measured in Section 10800 - Toilet and Bathroom Accessories
C1 Work is held to include: (a) bolts, screws, connectors, flanges, brackets, ties and all other fixings, fastenings and supports (b) drilling and plugging concrete, masonry and the like with hardwood or proprietary plugs for fixing with screws (c) cutting holes, mortices, chases and the like in any material, grouting and making good after installation (d) bedding in mortar (e) bedding and pointing with sealant (f) packing (g) finishes where part of the components as delivered (h) all necessary incidental work for the proper execution of the item (i) sundry items of a like nature
S1 Kind and quality of materials S2 Method of jointing or form of construction S3 Surface treatments and finishes applied before delivery
1 Fixtures 2 Faucets 3 Flush valves 4 Shower heads 5 Shower valves
1 Dimensioned
description
No
D1 Fixtures include water closets, urinals, lavatories, sinks, bath tubs, hand dryers and the like
Index
Copyright : Davis Langdon & Seah Philippines Inc. Index/1
Access flooring..................................... 10270 Access hatches, metal............................ 08100.5 Access hatches, wood............................ 08210.4 Alterations............................................ 02050.3 Air terminals…………………………. 16000.15 Anchor bolts, to structural steel............ 05100.11 Angle fillets, cement............................. 03500.15 Asphalt, roofs........................................ 07540 Asphalt, waterproofing.......................... 07120 Balustrades, plastic............................... 06600.4 Balustrades, plain metal........................ 05500.4 Balustrades, ornamental metal.............. 05700.4 Balustrades, external............................. 02840.2 Balustrades, wood................................. 06400.2 Bar reinforcement................................. 03200.1 Baseboards, plastic................................ 06600.16 Baseboards, wood.................................. 06200.1 Baseboards, metal.................................. 05500.16 Bathroom accessories............................ 10800 Battens, wood...................................... . 06100.2.2 Boarding, wood..................................... 06160 Bolts, for wood.................................... 06100.5 Boxes, electrical……………………… 16000.2 Brick walls........................................... 04200.3 Broom finish to concrete...................... 03345.1.4 Building automation system…………. 13800 Busducts……………………………... 16000.6 Cables………………………………… 16000.12 Cable ladders…………………………. 16000.4 Cable trays……………………………. 16000.10 Carpentry, finish carpentry.................... 06200
Carpentry, sheet and board linings........ 06160 Carpentry, architectural woodwork...... 06400 Carpentry, rough................................... 06100 Carpentry, panelling............................. 06160 Carpet.................................................... 09680 Cast in place concrete, to roads etc....... 02500.5 Ceramic tiles.......................................... 09300 CHB walls............................................. 04200.1 Cladding, profiled sheets....................... 07400.2 Cladding rails, cold rolled metal........ 05100.14 Clearing site vegetation........................ 02100.1.3 Column guards, plastic.......................... 06600.15 Column guards, metal............................ 05500.15 Compartments...................................... 10150 Concrete, cast in place.......................... 03300 Concrete, surface finishes...................... 03345 Concrete, precast................................... 03400 Concrete slabs and tiles......................... 09300 Concrete, filling steel hollow sections.. 05100.16 Concrete hollow block walls................. 04200.1 Concrete, joints..................................... 03250.1 Concrete, precast post tensioned........... 03420 Conduit………………………………. 16000.1 Conveying systems…………………… 14000 Cornices, wood...................................... 06200.3 Cubicles................................................. 10150 Cultivating ground................................. 02900.2 Curtain walls......................................... 08900 Cutting and forming openings............... 02050.3.1 Dado rails, wood.................................... 06200.2 Demolition............................................ 02050 Demountable partitions......................... 10615
Diaphragm walls................................... 02250 Disconnect switches…………………. 16000.21 Division Strips, for finishes................. 09795.2 Doors, wood........................................... 08210 Doors, plastic......................................... 08220 Doors, metal.......................................... 08100 Doors, frameless glass.......................... 08400 Drainage, underground.......................... 02700 Duct covers, wood................................ 06200.13 Ducts, for utilities................................. 02605.6 Ducts, circular……………………….. 15000.2 Ducts, flexible……………………….. 15000.3 Ducts, rectangular……………………. 15000.1 Dumbwaiters………………………….. 14000.2 Earthwork............................................. 02200 Eaves soffits, wood sheet and board..... 06160.5 Eaves soffits, solid wood....................... 06200.11 Electrical installations……………….. 16000 Electrodes……………………………. 16000.16 Elevators……………………………… 14000.3 Enclosed circuit breakers…………….. 16000.22 Equipment, drainage…………………. 02700.9 Equipment, electrical…………………. 16000.19 Equipment, fire protection…………… 15300.6 Equipment, mechanical……………… 15000.7 Equipment, maintenance…………….. 11010 Escalators……………………………. 14000.4 Excavating, utility trenches.................. 02605.1 Excavating, drainage trenches............... 02700.1 Excavating............................................ 02200.1 Excavation support systems................. 02160 Expansion joint covers, metal.............. 05500.14
Index
Copyright : Davis Langdon & Seah Philippines Inc. Index/2
Expansion joint covers, plastic.............. 06600.14 Fabric reinforcement............................. 03200.2 Fascias, solid wood................................ 06200.10 Fascias, wood sheet and board.............. 06160.4 Faucets……………………………….. 15440.2 Fencing, temporary............................... 01520 Fencing, temporary for planting............ 02900.17 Fencing.................................................. 02830.1 Field devices………………………….. 16000.25 Filling existing openings....................... 02050.3.3 Filling, to excavations........................... 02200.5-8 Filling, base courses to roads etc........... 02500.1-2 Finishes, resilient flooring..................... 09650 Finishes, paperhanging.......................... 09950 Finishes, carpet...................................... 09680 Finishes, suspended ceilings.................. 09100 Finishes, tile and slab........................... 09300 Finishes, trims, division strips, nosings 09795 Finishes, wood flooring........................ 09550 Finishes, painting................................... 09900 Fire extinguishers…………………….. 15300.7 Fire Protection……………………….. 15300 Fixtures and fittings, ornamental metal. 05700.11 Fixtures and fittings, plain metal........... 05500.11 Fixtures and fittings, plastic.................. 06600.11 Fixtures and fittings, wood .................. 06400.10 Fixtures and fittings, external................ 02840.1 Flush valves………………………….. 15440.3 Folding partitions, wood........................ 06400.9 Formwork............................................. 03100 Framework, wood................................. 06100.3-4 Framework, metal................................ 09100.5-8 Furniture, external................................. 02840
Gates...................................................... 02830.4 Geotextiles, to roads etc........................ 02500.16 Glass, hacking out existing glass.......... 08800.9 Glass block walls................................... 04200.4 Glass...................................................... 08800 Gondola………………………………. 11010.1 Granite................................................... 09300 Grass turfing.......................................... 02900.5 Grass seeding......................................... 02900.4 Gratings, plastic.................................... 06600.13 Gratings, ornamental metal................... 05700.13 Gratings, plain metal............................. 05500.13 Grilles, ornamental metal...................... 05700.12 Grilles, plain metal................................ 05500.12 Grilles, plastic....................................... 06600.12 Ground wells…………………………. 16000.17 Grounds, wood...................................... 06100.2.1 Grouting under steel column bases....... 05100.15 Grounding conductors………………... 16000.14 Gutters……………………………….. 15400.1 Gypsum board....................................... 09250 Handrail brackets, plastic...................... 06600.10 Handrail brackets, ornamental metal..... 05700.10 Handrail brackets, plain metal............... 05500.10 Fixtures, plumbing……………………. 15440.1 Handrails, external................................ 02840.4 Handrails, ornamental metal.................. 05700.6 Handrails, plain metal........................... 05500.6 Handrails, wood.................................... 06400.4 Handrails, plastic.................................. 06600.6 Hardware............................................... 08700 Hedge plants......................................... 02900.10
Inspection chambers, utilities................ 02605.8 Inspection chambers, drainage............. 02700.10 Insulation.............................................. 07200 Insulation, mechanical……………….. 15000.13 Insulation, plumbing………………….. 15300.8 Joints in concrete................................... 03250.1 Joints, sealants....................................... 07900 Joists, wood.......................................... 06100.1 Ladders, plain metal.............................. 05500.2 Ladders, ornamental metal.................... 05700.2 Light coves.......................................…. 09100.3 Lighting fixtures……………………… 16000.23 Lintels................................................… 04200.10 Louvers, wood...................................… 06400.8 Louvers, other than wood...................... 10200 Louvers, glass........................................ 08800.6 Manholes.............................................. 02700.9 Marble.................................................... 09300 Mechanical installations……………… 15000 Metal fabrications................................. 05500 Metal, ornamental................................. 05700 Metal Lathing....................................... 09205 Metal support systems.......................... 09100 Mirrors.................................................. 10800 Mosaic tiles............................................ 09300 Mouldings, wood................................... 06200.2&4 Moving walks………………………… 14000.5 Mulch................................................... 02900.16 Non-slip inserts..................................... 09795.4 Nosings, for finishes.............................. 09795.3 Nosings, wood....................................... 06200.7
Index
Copyright : Davis Langdon & Seah Philippines Inc. Index/3
Painting lines and symbols................. 02500, 09900 Painting................................................ 09900 Panelboards…………………………. 16000.20 Panelling, wood..................................... 06160 Paperhanging......................................... 09950 Parquet flooring..................................... 09550 Partitions, sliding/folding, wood........... 06400.9 Paving................................................... 02500 Piling, bored cast in place...................... 02370 Piling, contractor designed.................... 02400 Piling, precast concrete......................... 02362 Piling, steel sheet................................... 02361 Piling, cast in place in driven casings.... 02363 Piling, isolated steel.............................. 02364 Pipe casings, sheet and board............... 06160.6-7 Pipes, chilled water…………………... 15000.9 Pipes, condensate……………………. 15000.10 Pipes, condenser water………………. 15000.8 Pipes, fire protection………………… 15300.1 Pipes, for underground drainage........... 02700.6 Pipes, refrigerant…………………….. 15000.11 Pipes, fuel……………………………. 15000.12 Plants, relocating.................................. 02900.15 Plants.................................................... 02900 Plaster................................................... 09220 Plastic fabrications................................ 06600 Plumbing…………………………….. 15400 Plumbing fixtures……………………. 15440 Plywood sheeting.................................. 06160 Pointing, sealants.................................. 07900 Portal frames, steel.............................. 05100.7 Power floating to concrete.................... 03345.1.1 Precast concrete.................................... 03400
Precast concrete, prestressed................ 03420 Purlins, cold rolled metal....................... 05100.14.1 Quarry tiles............................................ 09300 Railings, plain metal............................. 05500.5 Railings, ornamental metal.................... 05700.5 Railings, wood....................................... 06400.3 Railings, plastic.................................... 06600.5 Railings, external.................................. 02840.3 Reinforcement, to concrete.................. 03200 Removing existing work........................ 02050.2 Removing glass.................................... 08800.9 Removing trees...................................... 02100.1.1 Render................................................... 09220 Resilient flooring................................... 09650 Rock anchors......................................... 02160.1 Roller shutters, metal............................. 08100.4 Roofing, felt.......................................... 07510 Roofing, tiles........................................ 07300 Roofing, asphalt.................................... 07540 Roofing, profiled sheets........................ 07400.1 Roofing, sheet membrane...................... 07510 Roofing, fluid applied............................ 07540 Rooflights, plastic.................................. 08630 Rooflights, metal................................... 08500.3 Rooflights, wood................................... 08610.3 Rubbed finish to concrete...................... 03345.2.1 Screeds (toppings)................................. 03500 Screens, entrance.................................. 08400 Screens, wood........................................ 08610.4 Screens, plastic...................................... 08630
Screens, metal....................................... 08500.4 Sealants.................................................. 07900 Septic tanks........................................... 02700.11 Sewerage................................................ 02700 Sheeting, wood...................................... 06160 Shelves, glass......................................... 08800.7 Shelves, wood........................................ 06200.12 Shingles................................................. 07300 Shopfronts............................................. 08400 Shoring................................................. 02152 Shotcreting............................................ 02160.3 Shower heads…………………………. 15440.4 Shower valves………………………... 15440.5 Shrubs, relocating................................. 02900.14 Shrubs, planting..................................... 02900.9 Signs, door……………………………. 10440.2 Signwriting............................................ 09900.21 Site preparation..................................... 02100 Sliding partitions, wood........................ 06400.9 Soft landscaping.................................... 02900 Soil nails................................................ 02160.2 Staircases, wood.................................... 06400.1 Staircases, plain metal........................... 05500.1 Staircases, ornamental metal................. 05700.1 Stone tiles and slabs.............................. 09300 Structural timber................................... 06100.1 Structural steelwork.............................. 05100 Suspended ceilings, wood framework... 06100.7 Suspended ceilings, metal lath.............. 09205.6 Suspended ceilings................................ 09100 Temporary construction....................... 01520 Tendons, Contractor designed............... 03231
Index
Copyright : Davis Langdon & Seah Philippines Inc. Index/4
Tendons, designed by Engineer............. 03230 Tile and slab finishes........................... 09300 Timber framework............................... 06100.3-4 Timber, structural................................. 06100.1 Toilet accessories.................................. 10800 Toppings, cement.................................. 03500 Topsoil, general filling.......................... 02200.4 Topsoil, soft landscaping...................... 02900.1 Trees, removing..................................... 02100.1.1 Trees, planting...................................... 02900.7-8 Trees, relocating.................................... 02900.13 Trees, protecting................................... 02100.2 Trims, for finishes................................. 09795.1 Trowelling to concrete.......................... 03345.1.2 Trusses, steel........................................ 05100.6 Trusses, wood....................................... 06100.1.3 Underfloor ducts……………………… 16000.5 Unit masonry........................................ 04200 Utility Trenches..................................... 02605 Vapor barriers........................................ 07190 Vents..................................................... 10200 Vinyl tiles............................................... 09650 Vinyl sheet............................................. 09650 Walkways, plain metal.......................... 05500.3 Walkways, ornamental metal................ 05700.3 Water distribution……………………. 02660 Waterproofing, fluid applied................. 07120 Waterproofing, sheet membrane, roofs. 07510 Waterproofing, asphalt.......................... 07120 Waterproofing, felt, roofs...................... 07510
Waterproofing, fluid applied, roofs....... 07540 Waterproofing, sheet membrane........... 07110 Waterproofing, asphalt, roofs............... 07540 Waterproofing, felt............................... 07110 Wedging under steel column bases....... 05100.15 Window shutters, metal......................... 08500.2 Window boards, metal........................... 05500.17 Window shutters, wood......................... 08610.2 Window boards, wood........................... 06200.9 Window boards, plastic......................... 06600.17 Windows, plastic................................... 08630 Windows, wood..................................... 08610.1 Windows, metal.................................... 08500.1 Wireways…………………………….. 16000.3 Wood strip flooring............................... 09550 Wood flooring....................................... 09550 Wood block flooring.............................. 09550
Index
Copyright : Davis Langdon & Seah Philippines Inc. Index/5