SMM1 & SMM 2

(1)

Section C – Demolition

S SMMMM11 SSMMMM22 CCOOMMMMEENNTTSS Sectio II / 34-35 Sectio II / 34-35 1.

1. DescDescriptription – stion – statinating whicg which mateh materials arials arere to be removed & which are remains. to be removed & which are remains. 2.

2. AlterAlteratioation to n to exisexisting ting builbuilding ding && temporary roofing & enclosures, if temporary roofing & enclosures, if practicable

practicable, , give qty.give qty.

C.2 - Demolition C.2 - Demolition 1.

1. LocLocatiation shon shall ball be gie giveven.n. 2.

2. Old maOld materiaterials becls became thame the prope property oerty of thef the Contractor.

Contractor. 3.

3. Old maOld materiaterials can be rels can be re-use-used. No add. No adjustmjustmentent shall be made to the measured quantities of new shall be made to the measured quantities of new work in which such old materials are re-used. work in which such old materials are re-used.

- described whatever items to be - described whatever items to be demolished as shown in drawings demolished as shown in drawings - measured as lump sum

- measured as lump sum

- prepare a list of old materials for - prepare a list of old materials for re-use

re-use

C3 – Measurement C3 – Measurement

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

IITTEEMMSS UUNNIITT SSMMMM22 CCOOMMMMEENNTTSS Demolish individual Demolish individual structures structures it

itememss - - ststatate e didimmenensisiononss - level of

- level of which structures to be demolished shall be statedwhich structures to be demolished shall be stated

- stating the high or level of - stating the high or level of demolishe

demolished structure d structure from existingfrom existing level

level C

Cuuttttiinng g ooppeenniinngg iitteemmss - - ssttaatte e tthhe e ssiizze e oof f ooppeenniinngg, , ttyyppe e & & tthhiicckknneesss s oof f eexxiissttiinngg structure & treatment

structure & treatment Cutting back projections /

Cutting back projections / cutting to reduce thickness cutting to reduce thickness

It

Itememss - s- statate te didimemensnsioions ns & n& natatururee F

Fiittttiinng g & & ffiixxttuurreess IItteemmss - ssttaatte - e ssiizzee Remove engineering &

Remove engineering & plumbing installation plumbing installation

IItteemmss - - SSttaatte e tthhe e nnaattuurre e oof f iinnssttaallllaattiioonn. . SSiizze e oor r ddiimmeennssiioon n mmuusst t bbee Stated

Stated Rem

Removove fie finisnishinhing/ cg/ covoverieringng IteItemsms - state t- state the nhe natuature if re if finfinishishingings/ cs/ coveoverinringsgs - indicate the qty

- indicate the qty

Shoring & scaffolding Shoring & scaffolding Deemed included Deemed included Shoring & scaffolding

Shoring & scaffolding 1.

1. inincicidedentntal tal too demolition demolition 2 2.. ootthheerrss Items Items - deemed to be included - deemed to be included - 3 stages –

(2)

Section D –

Section D – Excavation And Earthwork

Excavation And Earthwork

S

SMMMM11 SSMMMM22 CCOOMMMMEENNTTSS

Section III/2 - Site Clearance Section III/2 - Site Clearance

IItteemmss UUnniitt DDeessccrriippttiioonn Removing Removing hedges hedges M M Site Site Clearance Clearance It

Itemem By By reremomovaval ol of tf talalll grass, shrubs, grass, shrubs, bushes & small bushes & small trees < 300mm trees < 300mm girth and state area girth and state area T

Tooppssooiill MM22 - - SSttaatte e aavveerraaggee depth

depth

D2-D8 – Site Preparation D2-D8 – Site Preparation

IItteemmss UUnniitt DDeessccrriipptiontion D2 – Removing

D2 – Removing hedges

hedges

M

M - - SSttaatte e nnaattuurre e & & hheeiigghhtt & location & location - Deemed to include - Deemed to include disposal disposal D3 – Clearing D3 – Clearing undergrowth undergrowth M

M22 - - DDeeeemmeed d tto o iinncclluuddee disposal disposal D4 – Removing D4 – Removing Trees Trees D5 – Tree D5 – Tree stumps stumps N

Noo - C- Cllaassssiiffiieed id in sn sttaaggeess of 300mm girth of 300mm girth (measured at height of (measured at height of 1.00m above ground) 1.00m above ground) - Deemed to include - Deemed to include disposal disposal D6 – Lifting D6 – Lifting turf turf M M22 - - SSttaatte e mmeetthhood d oof f preservation & preservation & disposal disposal D

D7 7 – – TTooppssooiill MM22 - - SSttaatte e aavveerraagge e ddeepptthh - Handling & disposal - Handling & disposal of topsoil – clauses of topsoil – clauses D17-22 D17-22 D8 – D8 – Alternative Alternative It

Itemem - C- Cututtiting ng dodown wn trtreeeess (irrespectiv

(irrespective e girth)girth) - State area

(3)

Section D –

Section D – Excavation And Earthwork

Excavation And Earthwork

S

Section III/2 - Site Clearance Section III/2 - Site Clearance

IItteemmss UUnniitt DDeessccrriippttiioonn Removing Removing hedges hedges M M Site Site Clearance Clearance It

Itemem By By reremomovaval ol of tf talalll grass, shrubs, grass, shrubs, bushes & small bushes & small trees < 300mm trees < 300mm girth and state area girth and state area T

Tooppssooiill MM22 - - SSttaatte e aavveerraaggee depth

depth

D2-D8 – Site Preparation D2-D8 – Site Preparation

IItteemmss UUnniitt DDeessccrriipptiontion D2 – Removing

D2 – Removing hedges

hedges

M

M - - SSttaatte e nnaattuurre e & & hheeiigghhtt & location & location - Deemed to include - Deemed to include disposal disposal D3 – Clearing D3 – Clearing undergrowth undergrowth M

M22 - - DDeeeemmeed d tto o iinncclluuddee disposal disposal D4 – Removing D4 – Removing Trees Trees D5 – Tree D5 – Tree stumps stumps N

Noo - C- Cllaassssiiffiieed id in sn sttaaggeess of 300mm girth of 300mm girth (measured at height of (measured at height of 1.00m above ground) 1.00m above ground) - Deemed to include - Deemed to include disposal disposal D6 – Lifting D6 – Lifting turf turf M M22 - - SSttaatte e mmeetthhood d oof f preservation & preservation & disposal disposal D

D7 7 – – TTooppssooiill MM22 - - SSttaatte e aavveerraagge e ddeepptthh - Handling & disposal - Handling & disposal of topsoil – clauses of topsoil – clauses D17-22 D17-22 D8 – D8 – Alternative Alternative It

Itemem - C- Cututtiting ng dodown wn trtreeeess (irrespectiv

(irrespective e girth)girth) - State area

(4)

Section D –

Section D – Excavation And Earthwork (Cont’d)

Excavation And Earthwork (Cont’d)

S

Section III/ 1d – Volume to be measured Section III/ 1d – Volume to be measured 1.

1. SaSame me as as SMSMM 2M 2

Section III/1f – Stages Section III/1f – Stages 2.

2. in 1in 1.50m .50m stagstages ees excexcept opt oversversiteite

Starting Level Starting Level 3.

3. Not sNot statetated stad starting rting levelevel in l in SMM SMM 11

D9 – Volume to be measured D9 – Volume to be measured 1.

1. No allNo allowanowance for ance for any subsy subsequequent varent variatioiations tons to bulk or any extra space required for working bulk or any extra space required for working

space space D10 – Depth of excavation D10 – Depth of excavation 2 2.. < 0< 0..2255mm < 1.00m < 1.00m < 2.00m < 2.00m in 2.00m stages in 2.00m stages D11 – Starting Level D11 – Starting Level 3.

3. StatStated and deed and describscribe - “groune - “ground leveld level”, “red”, “reduceduced level”, “formation level”

level”, “formation level”

- all excavation measured in m3 - all excavation measured in m3

(5)

Section D – Excavation And Earthwork (Cont’d)

Type of excavation

Items SMM 1 – Section III/3-10 SMM 2 – D12 COMMENTS Curved 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 level

Exc.Pilecaps -m3 -m3

Exc. 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

(6)

water level

Section D – Excavation And Earthwork (Cont’d)

Disposal of Water

Items SMM 1 – Section III/12 SMM 2 – D15,D16 COMMENTS Keep 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 COMMENTS Disposal 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 - m3

Topsoil for re-used - Not stated - m3

- Location of such deposits

- average distances fr. the excavation in metre / kilometer

(7)

Section D – Excavation And Earthwork (Cont’d)

Filling

SMM1 SMM2 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 – Measurement

1. Thickness stated – thickness after compaction.

Items SMM1 SMM2 COMMENTS

Filling 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 / No

Surface treatment - refer to Section IV/2c, m2 - D30, m2

Trimming rock surface - Not stated - D31, curved work shall be so described

Blinding - Not stated - D32, m2 Puddle 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

(8)

Section E – Piling & Diaphragm Walling

SMM1 SMM2 COMMENTS

1. starting level shall be stated

2. An item for bringing to site and removing from site all plant

3. An item for maintaining plant on site 4. Separate headings

a. Bored cast-in-place concrete piles b. Driven shell cast-in-place concrete piles

c. Pre-formed concrete piles d. Pre-formed prestressed concrete piles

e. Pre-formed concrete steel piles f. Timber piles

g. Isolated steel piles h. Interlocking sheet piles 5. The following shall be given separately

a. Preliminary piles b. Test piles

c. Contiguous bored piles d. Raking piles

e. Piles to be extracted shall be identified and given separately

(9)

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

Items SMM1 SMM2–E5 COMMENTS

Piles 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

(10)

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

E12 - Diaphragm Walls

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

Items Unit SMM2

Excavation M3 - state the wall thickness and maximum depth

- volume of exc. Calculated fr. nominal lengths & depths of walls Exc. In rock M3 - as EO

Disposal M3

Concrete M3 - stating wall thickness & spec of concrete mix Trimming & cleaning the

faces

M2

Reinf Kg - include add. Weight of stiffening, lifting & supporting steel cast in Waterproof joints Item

Guide walls M

Top of walls & reinf. To receive cappings

M - state thickness Prepare cast in pockets /

chases

m/item

(11)

Section F – Concrete Work

SMM1 SMM2 COMMENTS

Section IV/2 – Generally 1. No deduction for

a. Volume of steel b. Opening in wall, floors, roof slabs, roadway of 0.20m2

c. Voids < 0.05m3

F1 – Generally

1. Beds, slabs to receive further finish, laid to slopes < 150

from horizontal/ >150

from horizontal shall be described. 2. No deduction for

d. Volume of steel

e. Voids due to boxed / tubular steelwork < 0.05m2 sectional area

f. Voids < 0.05m3 other than voids in soffits of troughed or coffered slabs

Not stated F2 – Classification of Size 1. Classifications :

< 100mm

100mm – 150mm 150mm – 300mm > 300mm

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

Section IV / 20

1. Expansion joints – measured in m

F4 – Joints

1. Designed joints – waterstop, expansion, compression a. In formation of bays – m

b. Complex shape – No

2. Particulars shall be given in description :-a. Formwork

b. Treatment of reinforcement crossing the joint

c. Waterstop, expansion, compression jointing & pointing material

(12)

Section F – Concrete Work (Cont’d)

SMM1 SMM2 COMMENTS

Not 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

finish

Not stated F6 – Labours On Concrete

Items Unit Description Treating 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

(13)

Section F – Concrete Work (Cont’d)

Concrete Categories

Items SMM 1 – Section IV/3-19 SMM 2 – F3 COMMENTS Foundation 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 number Beds - < 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

(14)

Section F – Concrete Work (Cont’d)

Concrete Categories

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

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

- m3, include kickers, attached columns, stating thickness

Fascias, fins - m3, stating thickness

Beams -m3 -m3

Columns -m3 -m3

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

- m3, deemed to include strings and landings

Tops and cheeks of dormers

(15)

Section F – Concrete Work (Cont’d)

Reinforcement

Items SMM 1 – Section IV/21-25 SMM 2 – F8-F9 COMMENTS Bar 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.

(16)

Section F – Concrete Work (Cont’d)

Formwork

SMM1 SMM2 COMMENTS

Section IV/26-27

1. 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- Generally

1. 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 COMMENTS

Foundation & Beds Section IV/28a,h

1. Soffit of slab for thickness > 300mm shall be given separately 2. Edges – m where < 300mm,

stages in 100mm

F11

1. Formwork to edges & faces of foundations (bases, pile caps & beds) & ground beams

> 1.00m – m2 < 1.00m – m,

stating height - <250mm 250mm – 500m 500mm – 1.00m 2. Formwork to kickers for walls – m

(17)

Section F – Concrete Work (Cont’d)

Formwork Categories Items SMM 1 SMM 2 COMMENTS Slabs, Staircases & Landings

1. sloping surfaces measured in m2

F12

1. Measured in m2. 2. Classification

- Horizontal

- Sloping < 150_{from horizontal}

- Sloping > 150

from horizontal

Items Unit Description Formwork 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 <250mm

250mm – 500mm 500mm – 1.00m Formwork to edges of

staircase flights

M - stating max. width Formwork to ends &

perimeters of openings > 1.00m girth M - Categories <250mm 250mm – 500mm > 500mm, depth shall be stated

(18)

Formwork Categories

Walls IV/29-30

1. m2, measured on both sides of walls

F13

1. 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,28f

1. m2, sides and soffits of beams and lintels

2. 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. F14 1. m2 2. 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 F15

1. m2

(19)

Section L – Roofing

SMM1 SMM2 COMMENTS

Same as SMM2 L2-Measurement

1. No deduction for voids < 0.50m2

2. 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 COMMENTS Roof covering - m2 - m2, stating the pitch

- vertical coverings shall be given separately

Eaves -m -m

- raking eaves and curved eaves shall be given separately

Verges -m -m

- raking verges, curved verges shall be so described

Valleys -m -masEO

- 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

(20)

Section L – Roofing (Cont’d)

Corrugated or Troughed Sheet Roofing Or Cladding

Items SMM 1 SMM 2 L16-L26 COMMENTS

Roofcovering -m2

- covering > 50 degree shall be described Bedding 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 girth Flashing/

expansion joints

- m, stating the width or girth

Others Items SMM 1 SMM 2 COMMENTS Roofdecking -m2 - covering > 500 shall be described Bitumen-felt roofing

- roof covering > 300mm wide – m2

- < 300mm wide, m stating width in stages of 150mm -

Classifications-- flat coverings < 100

- slope covering > 100_{< 50}0

- slope covering > 500

and vertical coverings - covering < 1.00m2 – Nos

- flashing – m, stating width or girth in stages of 150mm

(21)

Section L – Roofing (Cont’d)

Others (Cont’d)

Sheet 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

(22)

Section M – Woodwork

SMM 1 SMM 2 COMMENTS

M1 - 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 – Timber

1. wrought timber shall be given separately 2. structural timber – m

3. timber > 5m length shall be given separately 4. 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 Fixings 1. 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

(23)

described

Section M – Woodwork

XI – Timber

5. labours on timbers

 rebates and grooves, stating girth > 75mm  chamfers and moulding, stating width >

75mm

 rebated, grooved, tongued or cross-tongued

joints

6. roof boarding – m2 7. felt – m2

8. wall battening – m2, state size and spacings 9. floor fillets – m

10. gutter boards&sides – m2 11. boardings – m2

12. 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-Joiner

1. nosing to floors – m 2. casements – m2

3. beads around casements – m 4. sashes and cased frames – m2 5. doors – m2, stated the No

6. plain window and door linings – m 7. paneled lining – m2 8. door frame – m 9. architraves - m M13-M16 – Second Fixings 1. unframed fixings  m  Classifications a. Skirting b. Architraves c. Stops d. Glazing beads

e. Isolated shelves, work tops, seats f. Window boards, nosings, bed moulds

(24)

g. Handrails

Section M – Woodwork

M13-M16 – Second Fixings (Cont’d)

 Sheet linings and casings

a External work shall be so described b Sloping work shall be so described

c No deduction for voids < 0.50m2 d > 300mm wide to walls and ceiling – m2 e < 300mm – m, stating width in stages 100mm f openings < 0.50m2 – No g access panel 0 No as EO M17-M30 – Composite Items

1. trussed rafters, roof trusses – No 2. doors – No

3. 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

(25)

(26)

Section S – Floor, Wall And Ceiling Finishes

SMM1 SMM2 COMMENTS

1. XI/24e- ceiling at height > 3.50m fr floor shall described separately in stages of 1.50m 2. XIV/1 - No deduction for void < 0.50m2

S1 – Information 1. Shall be classified :

a. internal work b. external work

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

3. work on different bases shall be kept separate 4. curved work shall be given separately

5. work to ceiling and beams, > 3.50m above floor shall state the height in stages 1.50m

6. no deduction from the areas of finishings shall be made for grounds

S2 – Insitu Finishings – Generally 1. m2

2. no deduction shall be made for voids < 0.50m2 In-situ Finishings Items SMM 1 SMM 2 COMMENTS Walls, 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

(27)

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

In-situ Finishings (Cont’d)

Staircase 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 -masEO

- 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

(28)

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

Beds and Backings

SMM1 SMM2-S10 COMMENTS

XIV/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

SMM1XIV/36 SMM2-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 COMMENTS

(29)

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

Flexible Sheet Finishings

SMM1 SMM2-S12-S15 COMMENTS

No 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

No 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

(30)

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

Suspended Ceilings, Linings And Support Work

XIV/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

structure XI/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