smm1 & smm 2

Section C – Demolition

SMM 1 SMM 2 COMMENTSSectio II / 34-351. Description – stating which materials are

to be removed & which are remains.2. Alteration to existing building &

temporary roofing & enclosures, if practicable, give qty.

C.2 - Demolition1. Location shall be given.2. Old materials became the property of the

Contractor.3. Old materials can be re-used. No adjustment

shall be made to the measured quantities of new work in which such old materials are re-used.

- described whatever items to be demolished as shown in drawings- measured as lump sum- prepare a list of old materials for re-use

C3 – Measurement

** Notes: - No detail given by SMM 1 for the items below.

ITEMS UNIT SMM 2 COMMENTSDemolish individual structures

items - state dimensions- level of which structures to be demolished shall be stated

- stating the high or level of demolished structure from existing level

Cutting opening items - state the size of opening, type & thickness of existing structure & treatment

Cutting back projections / cutting to reduce thickness

Items - state dimensions & nature

Fitting & fixtures Items - state sizeRemove engineering & plumbing installation

Items - State the nature of installation. Size or dimension must be Stated

Remove finishing/ covering Items - state the nature if finishings/ coverings- indicate the qty

Shoring & scaffolding Deemed included

Shoring & scaffolding1. incidental to demolition2. others Items

- deemed to be included- 3 stages – provide & erect, maintain, clearing away

Section D – Excavation And Earthwork

SMM 1 SMM 2 COMMENTSSection III/2 - Site Clearance

Items Unit DescriptionRemoving hedges

M

Site Clearance

Item By removal of tall grass, shrubs, bushes & small trees < 300mm girth and state area

Topsoil M2 - State average depth

D2-D8 – Site Preparation

Items Unit DescriptionD2 – Removing hedges

M - State nature & height & location- Deemed to include disposal

D3 – Clearing undergrowth

M2 - Deemed to include disposal

D4 – Removing TreesD5 – Tree stumps

No - Classified in stages of 300mm girth(measured at height of 1.00m above ground)- Deemed to include disposal

D6 – Lifting turf

M2 - State method of preservation & disposal

D7 – Topsoil M2 - State average depth- Handling & disposal of topsoil – clauses D17-22

D8 – Alternative

Item - Cutting down trees (irrespective girth)- State area

Section D – Excavation And Earthwork (Cont’d)

SMM 1 SMM 2 COMMENTSSection III/ 1d – Volume to be measured1. Same as SMM 2

Section III/1f – Stages2. in 1.50m stages except oversite

Starting Level3. Not stated starting level in SMM 1

D9 – Volume to be measured1. No allowance for any subsequent variations to

bulk or any extra space required for working space

D10 – Depth of excavation2. < 0.25m

< 1.00m< 2.00min 2.00m stages

D11 – Starting Level3. Stated and describe - “ground level”, “reduced

level”, “formation level”

- all excavation measured in m3


Type of excavation

Items SMM 1 – Section III/3-10 SMM 2 – D12 COMMENTSCurved Excavation, Exc. Around pile, exc. in rock

Not stated Shall be described

Exc. To reduce level - < 300mm – m2, state average depth

- m3

Exc. Basement - m3, measured to the outside of foundation- existing voids to be deducted- basement walls to be covered externally with damp proof, working space 600mm to be covered

- m3, Deduct existing voids

Exc. Pits to receive column base

- < 1m3 – Nos- where the foregoing > 1.50m depth, min. excavation measurement 1.25m x 1.25m

- m3, State Nos & starting area- Pits dimension < 1.25m bothway shall be given separately

Exc. Trenches - m3 - m3, State starting levelExc. Pile caps - m3 - m3Exc. Trenches to receive pipe

- m, stating the depth in 150mm - m, State starting level- Average depth to the nearest 0.25m

Ext. around services crossing

- No, As EO to excavations

Exc. Alongside services / groups of services

- m, As EO to excavations

Breaking up concrete, paving

- break surface concrete – m2- break brickwork, concrete – m3 as EO

- m2, As EO to excavations

Exc. Below ground - m3, As EO to excavations

water level


Disposal of Water

Items SMM 1 – Section III/12 SMM 2 – D15,D16 COMMENTSKeep the surface of site & exc. Free of water

Same as SMM 2 - Measured in items -dewatering

Keeping the exc. Free of ground water

Same as SMM 2 - Measured in items

Disposal of Excavated Material

Items SMM 1 – Section III/11 SMM 2 – D18,19,21,22 COMMENTSDisposal on site - Disposal can be included or

measured separately- State the limits of site defined

- m3- Location of such deposits- Average distance fr. exc. In metre / kilometer

For disposal to a designated area provided by client, distance must be given

Disposal off site - Not stated - m3Topsoil for re-used - Not stated - m3

- Location of such deposits- average distances fr. the excavation in metre / kilometer

Topsoil removed fr. Site - Not stated - given separately


Filling

SMM 1 SMM 2 COMMENTS- No detail given D23 – Classification

1. Material from excavation.2. Material from excavation specified to be

selected / treated.3. Material to be obtained off site.

D24 – Measurement1. Thickness stated – thickness after compaction.

Items SMM 1 SMM 2 COMMENTSFilling to exc. Other than to service trenches

- Not stated - D25, m3

Filling to make up level - Not stated - D26, > 250mm thk – m3- < 250mm thk – m2

Hardcore to vertical / battering faces

- Section III/15- > 300mm – m3- < 300mm – m2, state thickness

- D28, > 0.25m – m2- < 0.25m – m, stating height

Hardcore to sinkings - Not stated - D29, m / NoSurface treatment - refer to Section IV/2c, m2 - D30, m2Trimming rock surface - Not stated - D31, curved work shall be so

describedBlinding - Not stated - D32, m2Puddle lining - Section III/14

- Same as SMM 2- D33, > 300mm thk – m3- < 300mm thk – m2

Geotextiles - Not stated - D34, m2,state the type, horizontal, raking, vertical & curved work

Section E – Piling & Diaphragm Walling

SMM 1 SMM 2 COMMENTS1. starting level shall be stated2. An item for bringing to site and removing from

site all plant3. An item for maintaining plant on site4. Separate headings

a. Bored cast-in-place concrete pilesb. Driven shell cast-in-place concrete

pilesc. Pre-formed concrete pilesd. Pre-formed prestressed concrete

pilese. Pre-formed concrete steel pilesf. Timber pilesg. Isolated steel pilesh. Interlocking sheet piles

5. The following shall be given separatelya. Preliminary pilesb. Test pilesc. Contiguous bored pilesd. Raking pilese. Piles to be extracted shall be

identified and given separately

Section E – Piling & Diaphragm Walling (Cont’d)

Items SMM 1 SMM 2 – E5 COMMENTSPiles other than cast in situ & interlocking sheet piles

- Total Nos. of piles stating length- Size & weight of heads & shoes stated- Total driven depth in metre

Cast in-situ piles - giving in metre- heads and shoes – in Nos.- cutting – in Nos

- Total Nos. of piles- The concreted length in metre- Total driven / bored depth, stating the max. depth

Interlocking steel piles

- m2- include handling and transporting- > 3m, stages 1.50m- shall stated whether is left or drawn- m, corner and junction pile- m, cutting/burning

- Measured in m2, < 12m 12m – 24m > 24m- m, Corner, junction, closure & taper piles as EO

Pile extension - m, total no. of pile extensions- total length of pile estensions < 3.00 m > 3.00 m

Bakau Piles - in Nos- giving the diameter, method of driving and testing- classified in length as < 3m, in 1.50m stages

Section E – Piling & Diaphragm Walling (Cont’d)

E12 - Diaphragm Walls** Notes: - No detail given by SMM 1 for the items below.

Items Unit SMM 2Excavation M3 - state the wall thickness and maximum depth

- volume of exc. Calculated fr. nominal lengths & depths of walls Exc. In rock M3 - as EODisposal M3Concrete M3 - stating wall thickness & spec of concrete mixTrimming & cleaning the faces

M2

Reinf Kg - include add. Weight of stiffening, lifting & supporting steel cast inWaterproof joints ItemGuide walls MTop of walls & reinf. To receive cappings

M - state thickness

Prepare cast in pockets / chases

m/item

Remove guide wall M - stating limitation on method of disposal

Section F – Concrete Work

SMM 1 SMM 2 COMMENTSSection IV/2 – Generally1. No deduction fora. Volume of steelb. Opening in wall,

floors, roof slabs, roadway of 0.20m2

c. Voids < 0.05m3

F1 – Generally1. Beds, slabs to receive further finish, laid to slopes < 150 from

horizontal/ >150 from horizontal shall be described.2. No deduction ford. Volume of steele. Voids due to boxed / tubular steelwork < 0.05m2 sectional

areaf. Voids < 0.05m3 other than voids in soffits of troughed or

coffered slabsNot stated F2 – Classification of Size

1. Classifications : < 100mm100mm – 150mm150mm – 300mm> 300mm

2. The stated thickness of walls, beds, slabs shall exclude projections.

Section IV / 201. Expansion joints – measured

in m

F4 – Joints1. Designed joints – waterstop, expansion, compression

a. In formation of bays – mb. Complex shape – No

2. Particulars shall be given in description :-a. Formworkb. Treatment of reinforcement crossing the jointc. Waterstop, expansion, compression jointing & pointing

material

Section F – Concrete Work (Cont’d)

SMM 1 SMM 2 COMMENTSNot stated F5 – Finished Cast On To Concrete

1. Distinguishing between sides, soffits & upper surfaces – m2- as EO to the concrete stating the mix & thickness of the

finishNot stated F6 – Labours On Concrete

Items Unit DescriptionTreating the surfaces of unset concrete

M2

Hacking faces of concrete

M2

Grinding, sand blasting & similar treatments

M2 -works to soffits > 3.50m high kept separately state the height in 1.50m stages

Channels, chases to be cut

M

Mortices, pockets, holes No - subsequent grouting included in description state the mix of grout


Concrete Categories

Items SMM 1 – Section IV/3-19 SMM 2 – F3 COMMENTSFoundation in trenches

- m3, where less than 300mm thick shall be given separately

- m3

Isolated foundation bases

- in small bases for fencing post in No- in m3, where less than 300mm thick shall give separately- Foundation < 0.15m3 – m3,state the number

- m3, stating the number

Casings to steel grillages

- cement grouting – m2 - m3, stating the number

Casings to steel ground beams

- m3 - m3

Pile Caps - m3, stating the numberBeds - < 300mm thick – m2 state thickness

- > 300mm thick – m3- Thickening shall be measured in m as EO the bed. Width and thickness stated include excavation, hardcore and formwork

- m3, deemed to include thickening, exclude upstands, stating thickness

Suspended slabs - m2, state thickness- measurement take across beams- slope floors shall be given separately

- m3, deemed to include thickening, exclude upstands, stating thickness

Coffered or troughed slabs

Not stated - given separately, stating the thickness- volume of troughs/coffers shall be deducted

Upstands, kerbs, copings, sills

- m, including formwork, angels, ends and intersaction

- m3


Concrete Categories

Items SMM 1 – Section IV SMM 2 – F3 COMMENTSWalls - < 300mm – m2, state the thickness

- > 300mm – m3- measurement take btw piers/projections

- m3, include kickers, attached columns, stating thickness

Fascias, fins - m3, stating thicknessBeams -m3 - m3Columns - m3 - m3

Steps, staircases - steps, staircase, strings – m3- Landing slabs – m2

- m3, deemed to include strings and landings

Tops and cheeks of dormers

Not stated - m3, stating the thickness


Reinforcement

Items SMM 1 – Section IV/21-25 SMM 2 – F8-F9 COMMENTSBar Reinforcement - kg

- include cutting to length, hooked ends and bending- Categories - general - links, stirrups, bindings - indented bars - bar > 12m in stages of 3m - helical reinforcement - Work requiring special bending

- kg / tones stating diameter.- Categories

- straight and bend bars, include hooked bars

- curved bars irrespective of radius

- Links, stirupps, binders- Spaces & chairs not at the

contractor’s choice- Horizontal bars & bars sloping < 300

from horizontal over 12m stating the length in further stages of 3.00m.- Vertical bars & bars sloping > 300 from horizontal over 6m stating the length in further stages of 3.00m.

Fabric Reinforcement - m2- measured net area- no deduction for opening > 1m2

- No allowance made for laps.- No deduction for voids < 1.00m2.- In m2 stating the mesh, weight / m2, min extend of sides & end laps.- Temporary strutting given in description, > 3.50m stated the height in further stages of 1.50m.


Formwork

SMM 1 SMM 2 COMMENTSSection IV/26-271. No deduction for voids < 1.00m2.2. m2, to small features shall be in No.3. Formwork left shall be described.

4. Formwork to soffits > 3.50m high described stating height in further stages of 0.50m.

F10- Generally1. No deduction for voids < 1.00m2.2. Formwork – permanent character to be left shall

be so described – impossible to remove.3. Formwork to curved surface stating geometrical

nature & radius.4. Formwork to soffits < 1.00m high shall be

described.5. Formwork to soffits > 3.50m high shall be so

described stating height in further stages of 1.50m.

Formwork Categories

Items SMM 1 SMM 2 COMMENTSFoundation & Beds Section IV/28a,h

1. Soffit of slab for thickness > 300mm shall be given separately

2. Edges – m where < 300mm, stages in 100mm

F111. Formwork to edges & faces of

foundations (bases, pile caps & beds) & ground beams

> 1.00m – m2< 1.00m – m,

stating height - <250mm250mm – 500m500mm – 1.00m

2. Formwork to kickers for walls – m


Formwork Categories

Items SMM 1 SMM 2 COMMENTSSlabs, Staircases & Landings

1. sloping surfaces measured in m2

F121. Measured in m2.2. Classification

- Horizontal- Sloping < 150 from horizontal- Sloping > 150 from horizontal

Items Unit DescriptionFormwork to soffits of solid slabs > 200mm thick

M2 - state thickness in stages of 100mm

Formwork to sloping upper surfaces of slab > 150 from horizontal

M2

Formwork to edges of slabs, steps, risers to staircase

M - Categories<250mm250mm – 500mm500mm – 1.00m

Formwork to edges of staircase flights

M - stating max. width

Formwork to ends & perimeters of openings > 1.00m girth

M - Categories<250mm250mm – 500mm> 500mm, depth shall be stated


Formwork Categories

Items SMM 1 SMM 2 COMMENTSWalls IV/29-30

1. m2, measured on both sides of walls

F131. m2, stating vertical / battered.2. Formwork inside stairs wells, lifts wells given

separately.3. Vertical surfaces > 3.50m, shall be measured as EO

for formwork.4. Formwork is required to 1 side of wall shall be

stated, stated the method of uploading the other faces.

Beams, Casings, Cantilevers & The Like

IV/27e,28f1. m2, sides and soffits of beams

and lintels2. Formwork to secondary beams

measured up to sides of main beams. No deduction from the formwork of the main beam where secondary beam intersects it.

3. Formwork to beams intersect with columns measured up to them on all sides. No deduction from formwork to columns at intersection.

F141. m22. Classification

- Horizontal- Sloping < 150 from horizontal- Sloping > 150 from horizontal

3. Formwork to secondary beams measured up to sides of main beams. No deduction from the formwork of the main beam where secondary beam intersects it.

4. Formwork to beams intersect with columns measured up to them on all sides. No deduction from formwork to columns at intersection.

5. Formwork to sloping upper surfaces of beams be measured > 150 from horizontal.

Pilasters & Columns

1. m2 F151. m22. No deduction for beam intersection.

Section L – Roofing

SMM 1 SMM 2 COMMENTS Same as SMM2 L2-Measurement

1. No deduction for voids < 0.50m22. Work to curved, conical and spherical roofs shall

described stating the radius

Slate or Tile Roofing

Items SMM 1 Section X/1-10 SMM 2 L3-L15 COMMENTSRoof covering - m2 - m2, stating the pitch

- vertical coverings shall be given separatelyEaves - m - m

- raking eaves and curved eaves shall be given separately

Verges - m - m- raking verges, curved verges shall be so described

Valleys - m - m as EO- bedding and pointing in description

Ridges, hips and vertical angles

- same as SMM2 - mitred hips and mitred vertical angles – m- ridge tiles, hip tiles and vertical angle tiles – m- bedding and pointing in description

Section L – Roofing (Cont’d)

Corrugated or Troughed Sheet Roofing Or Cladding

Items SMM 1 SMM 2 L16-L26 COMMENTSRoof covering - m2

- covering > 50 degree shall be describedBedding and pointing

- m

Ridge, hips, vertical angles

- m- capped ends, capped angles, capped interactions, vents, finials ends - No

Barge boards - m, stating the width or girthFlashing/ expansion joints

- m, stating the width or girth

Others

Items SMM 1 SMM 2 COMMENTSRoof decking - m2

- covering > 500 shall be describedBitumen-felt roofing

- roof covering > 300mm wide – m2- < 300mm wide, m stating width in stages of 150mm- Classifications- - flat coverings < 100 - slope covering > 100 < 500

- slope covering > 500 and vertical coverings- covering < 1.00m2 – Nos- flashing – m, stating width or girth in stages of 150mm

Section L – Roofing (Cont’d)

Others (Cont’d)

Items SMM 1 SMM 2 COMMENTSSheet metal roofing

- as clauses in asbestos sheet covering

- m2- Classifications- - flat coverings < 100 - slope covering > 100 < 500

- slope covering > 500 and vertical coverings- covering < 1.00m2 – Nos- Long strip roofing kept separate stating length of roof slope to be covered - < 4m - 4m – 6m - 6m – 8m - > 8m- Nailing shall be given in metres stating the spacing

Felt Roofing X/24-26- m2- vertical work & work > 300 shall give separately

Asbestos Sheet Covering

X/27-30- m2- vertical sheeting and sheeting > 600 shall give separately- bedding and pointing – m- ridges – m, described lap- capped ends – Nos- hip capping, barge boards, corner piece, flashings, lourves, jamb and lintel - m

Section M – Woodwork

SMM 1 SMM 2 COMMENTSM1 - Generally- stating sawn or wrought- item required to be in one continuous length > 5.00m stating the length in further stages of 600mm- curved items shall be described

XI- centering- centering – nett area- centering left shall be described- classified - vaulting – m2 - soffits under 2m span and 300 mm wide – m - soffits under 2m span, > 300mm wide – m2 - soffits > 2m span - No

M2-M3 - Carcassing- m, stating the cross-section dimensions- labours on sawn items shall be deemed to included- labours on wrot items shall be measured-wrought surface on sawn items – m, stating width / girth

XI – Timber1. wrought timber shall be given separately2. structural timber – m3. timber > 5m length shall be given separately4. classifications lintel floor joist partitions trussed partitions rafters ceiling joints and collars purlins, ceiling beams, struts trussed purlins and beams roof principals

M4 – M12 – First Fixings1. Boarding and flooring State thickness, method of jointing and fixing M2 Classification - floors

- walls- ceilings and beams- roofs- domers- gutter- eaves, verge, fascias – m

no addition for joints or laps no deduction for voids < 0.50m2 members fixed in length < 1.00m shall be

described


SMM 1 SMM 2 COMMENTSXI – Timber5. labours on timbers rebates and grooves, stating girth > 75mm chamfers and moulding, stating width >

75mm rebated, grooved, tongued or cross-tongued

joints6. roof boarding – m27. felt – m28. wall battening – m2, state size and spacings9. floor fillets – m10. gutter boards&sides – m211. boardings – m212. fascias and barge boards - m

M4 – M12 – First Fixings (Cont’d)1. Boarding and flooring (Cont’d) areas < 300mm width – m, stating the width Areas < 1.00m2 – No Firrings – m, state width and average depth Drips – m, state extreme size. < 300mm length

– No Bearers – m, stating extreme size, < 300mm

length – No Nosings and margins – m Access traps, cesspools – NO Angle fillets and tilting fillets – m, stating

cross-section dim. Open spaced grounds and battens – m2, stating

size, spacing Framework > 300mm wide – m2 Framework < 300mm wide – m, stating width

XII-Joiner1. nosing to floors – m2. casements – m23. beads around casements – m4. sashes and cased frames – m25. doors – m2, stated the No6. plain window and door linings – m7. paneled lining – m28. door frame – m9. architraves - m

M13-M16 – Second Fixings1. unframed fixings m Classifications

a. Skirtingb. Architravesc. Stopsd. Glazing beadse. Isolated shelves, work tops, seatsf. Window boards, nosings, bed mouldsg. Handrails


SMM 1 SMM 2 COMMENTSM13-M16 – Second Fixings (Cont’d) Sheet linings and casings

a External work shall be so describedb Sloping work shall be so describedc No deduction for voids < 0.50m2d > 300mm wide to walls and ceiling

– m2e < 300mm – m, stating width in

stages 100mmf openings < 0.50m2 – Nog access panel 0 No as EO

M17-M30 – Composite Items1. trussed rafters, roof trusses – No2. doors – No3. door frame and lining sets – m, stating the

extreme size and no. of lengths of cills, mullions and transoms

4. door frames and lining where supplied together with associated doors – No

5. casement and frames and window surrounds – No

6. staircases and short flights of steps – No. landing shall be included

7. balustrade - No

Type of timber used. Specify group of timber specifies, eg. Resak

Section S – Floor, Wall And Ceiling Finishes

SMM 1 SMM 2 COMMENTS1. XI/24e- ceiling at height > 3.50m fr floor

shall described separately in stages of 1.50m2. XIV/1 - No deduction for void < 0.50m2

S1 – Information1. Shall be classified :

a. internal workb. external work

2. Work to pattern or > than 1 colour – shall be described

3. work on different bases shall be kept separate4. curved work shall be given separately5. work to ceiling and beams, > 3.50m above floor

shall state the height in stages 1.50m6. no deduction from the areas of finishings shall be

made for groundsS2 – Insitu Finishings – Generally1. m22. no deduction shall be made for voids < 0.50m2

In-situ Finishings

Items SMM 1 SMM 2 COMMENTSWalls, ceilings, beams, columns

XIV/7-8- plastering – m2- ceilings – measured btw walls- soffits of stairs give separately

- ceiling shall be deemed to include sloping ceiling- angle screed, casing and similar beads – m, stating type, size and method of fixing

Mouldings XIV/22- shall be measured

- architraves, mouldings, ceiling ribs, cornices etc – m, stating girth of visible contour- cornices with bracket / with flat or weathered tops shall described

Section S – Floor, Wall And Ceiling Finishes (Cont’d)

In-situ Finishings (Cont’d)

Items SMM 1 SMM 2 COMMENTSStaircase areas XIV/47

- treads, riser, strings – m- non-slip insets – m

-all work to staircase shall be given separately- treads, risers – m, stating dimension- undercut risers shall be given separately- nosings, inserts – m as EO- strings and aprons – m, stating width

Floors VIII/2- paving, measured nett area, laid to slopes shall measured separately- work in boiler room etc same as SMM2- no deduction for voids < 0.50m

- Classified slopes < 150. intersection on work to crossfalls

shall be deemed to be included > 150

- work in boiler room, machine room etc which interrupted by seatings, channels, ducts shall be described.- Work to floor lay in bay shall be described, stating average size of bays- work to floors laid in 1 operation with base shall be described- filling in recessed manhole covers shall be so described

Channels - m as EO- channels to fall shall be so described

Skirtings and kerbs

XIV/21- m, stating height

- m, stating height/ width

Dividing strip, cover strips, cover fillets, movement joints

- m, stating size


Beds and Backings

SMM 1 SMM 2 - S10 COMMENTSXIV/24- screeded or floated beds-m2, stating thickness- gutter and channels in screeds - m

- beds and backings to receive different types of finishings shall be given separately- forming channels – m as EO

Tile, Slab and Block Finishings

SMM 1 XIV/36 SMM 2 - S11 COMMENTS- a preamble item shall be given- m2- skirting in m

- particulars: kind of tile size and thickness of tile shape of units nature of surface finish bedding treatment of joins layout of joints

- no deduction for voids < 0.50m2- isolated units or access units - No

Metal Lathing

SMM 1 XIV/2-3 SMM 2 COMMENTS1. measured nett, m2


Flexible Sheet Finishings

SMM 1 SMM 2 - S12-S15 COMMENTSNo detail -particulars

kind and quality of material thickness of material method of fixing

- m2, no deduction for voids < 0.50m2- describe the extend of lap and type of seam- cover strips over joints – m, stating size

Dry Linings And Partitions

SMM 1 SMM 2 - S16 COMMENTSNo detail - lining – m2, no deduction for voids < 0.5m2

- given separately in m, stating method of fixing sole plates head abutments intersections framings to openings

- work to isolated column – kept separate, state Nos of column- access panel – nos


Suspended Ceilings, Linings And Support Work

SMM 1 SMM 2 - S17 COMMENTSXIV/10,15- cornices –m- cornices which are circular on plan shall give separately- deduction of wall or ceiling plastering shall be made on any face where width covered by a cornice > 150mm- coves > 25mm radius, measured in m, stating girth

- particulars kind and quality size and thickness size and spacing of supports layout of joints treatment of joints type, size and length of hangers nature of structure to which brackets and

hangers fixed method of securing brackets and hangers to

structureXI/24- lining – m2- cover strips – m

- Lining – m2- no deduction for voids < 0.50m2- access panel - Nos

Fibrous Plaster

SMM 1 XIV/26-35 SMM 2 - S18-S23 COMMENTS- a preamble shall be given- cornices –m- shall not include any carpenter’s work- Arches, domes, groined soffits – No, stating overall size

- m2, no deduction for voids < 0.50m2- forming openings < 0.50m2 – Nos- access panel – Nos- Arches, domes, groined soffits – No, stating overall size- covers, mouldings, cornices - m


Fitted Carpeting

SMM 1 SMM 2 – S24-S29 COMMENTSNo detail - particulars

kind and grade of carpeting dimensions of pattern method of fixing and treatment of joints nature of base

- plain and patterned carpeting shall be given separately- no deduction for voids < 0.50m2

Plaster Board

SMM 1 – XIV/4-5 SMM 2 COMMENTS- m2- sides and soffits of beams shall measured together

No detail

smm1 & smm 2

Documents