smm1 & smm 2
TRANSCRIPT
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
Section D – Excavation And Earthwork (Cont’d)
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
Section D – Excavation And Earthwork (Cont’d)
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
Section D – Excavation And Earthwork (Cont’d)
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
Section F – Concrete Work (Cont’d)
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
Section F – Concrete Work (Cont’d)
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
Section F – Concrete Work (Cont’d)
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.
Section F – Concrete Work (Cont’d)
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
Section F – Concrete Work (Cont’d)
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
Section F – Concrete Work (Cont’d)
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
Section M – Woodwork
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
Section M – Woodwork
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
Section S – Floor, Wall And Ceiling Finishes (Cont’d)
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
Section S – Floor, Wall And Ceiling Finishes (Cont’d)
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
Section S – Floor, Wall And Ceiling Finishes (Cont’d)
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
Section S – Floor, Wall And Ceiling Finishes (Cont’d)
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