measurement schedule08

7/30/2019 Measurement Schedule08

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INTRODUCTION

BENEFITS

Easy to use User friendly guides to assist

Speed in taking off Only by inserting dimensions (nos, length, width &

height) quantites such as excavation, concrete work,blinding and formwork are automatically calculated

Schedules given assist the user in taking off in a

systematic manner

This measurement schedule has been developed to be

used as a tool to facilitate QS staff in taking off quantities

of excavation, concrete, reinforcement and formwork infoundation and RC structure


2/37

FOUNDATIONS / FOOTINGS / PILE CAPS/ COLUMN BASES SCHEDULE

User guides (to be read together with the schedule below)

A. Dimensions to be keyed in - white columns B. Dimensio

1. Foundation/base type 1. Total Depth- Key in type of foundations - eg. P1, P2 (refer to foundation layout plan) -

- Pit foundations, i f their length exceed four times their width, it shall be considered as trench, separate from pit foundations -

2. Nos. Off 2. Maximum D- Key in numbers of each type of foundation (calculated from foundation layout plan) -

3. Dimension- L for length in Meter (Refer to detail drawing for each type of foundation - always take horizontal dimension as length)

- W for width in Meter ( Ditto - always take vertical dimension as width)

- H for height or thickness of the foundation in Meter (Refer to detail drawing for each type of foundations)

4. Blinding 3. Excavating

- Key in thickness of concrete blinding in Meter If

F

5. Column Stump Height- Measured from top of foundation to top of ground slab in Meter 4. Excavating

F6. Water Table N

- If there is, key in, in Meter. Check with the designer especially for areas where water table is high.

- If none , key in ' 0 ' or leave it blank 5. ExcavatingT

F

6. E.O excavaIf

F

P

7. Concrete inF

8. Concrete bF

9. Formwork If

F


3/37

FOUNDATIONS / FOOTINGS / PILE CAPS/ COLUMN BASE

NO.

OFFBLINDING

COL.

STUMPTOTAL

MAX

DEPTH

WATER

TABLE

EXCVTG

TRENCH

PIT TRENCH L W H THICK HEIGHT DEPTH EXCVN. HEIGHT NOS. QTY NOS QTY STRIP FDN

FOUNDATION/

BASE TYPEDIMENSION

EXC PITS BOTH PLAN

DIMENSION


4/37

COLUMN STUMPS SCHEDULE ( NOS & QTY)


Dimensions to be keyed in - white columns Dimensions automatically calculated - bl

A. Column stumps schedule (nos) A. Column stumps schedule (nos)

1. Type 1. Total numbers and type of colums will be tran

Key in type of columns ,eg. C1, C2 (refer to column schedule plan/column layout plan)

2. Location

Key in location, normally referred to grid line eg. 1/A-H

3. Key in numbers of each type of column along the grid line rows

B. Column stumps schedule (Qty) B. Column stumps schedule (Qty)

1. Shape 1. Type of column and total numbers will be ca

Choose shape of column by clicking arrow down key ( there are 4 choices)

Column will be considered as wall when their length exceed four times their width 2. Concrete col - M3

Formula: L x W x H x total Nos. (squ2. Dimensions Formula: 3.14 x R

2x H x total nos. (

L for length in Meter ( if your column is round, dont fill in the dimension)

W for width/thick in Meter ( if your column is round, dont fill in the dimension) 3. Concrete wall - M3

R for radius in Meter ( for round column only, if your column is square/rectangular/wall Formula: L x W x H x total Nos.dont fill in the dimension) Stating the thickness in the following

H for height in Meter (measure from top of footing/foundation to top of ground slab) not exceeding 100mm

100mm - 1

150mm - 3

exceeding 300mm

4. Formwork Column - M2

Formula: (L + W)2 x H x total Nos.(s

Formula: 2 x 3.14 x Rx H x total nos

5. Formwork Wall

Formula (faces): (L x H)2 x total Nos

Formula (ends): H x2 x total Nos. -

Stating the width i


5/37

.

TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

TYPE

LOCATION


6/37

COLUMN STUMPS SCHEDULE (QTY)

TYPE TOTAL SHAPE CONCRETE

COLUMN NO L W R H COL 300

(Round col.) SQ/REC R

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

DIMENSIONS CONCRETE WALLS FORMWO

COLUM


7/37


8/37


9/37

GROUND BEAM SCHEDULE Non sus ended Ground Floor Slab

User uides to be read to ether with the schedule below

A. Dimensions to be keyed in - white columns B. Dimensions automatically calculated - b

1.Location/ Grid line 1. Nett Length for Concrete - M

Refer to layout floor plan - horizontal & vertical grid Formula = L - CL - CI - CR

2. Dimensions 2. Nett Length for Excavation - M

L = Total length per grid line in Meter Formula = L - Pits

W = width of beam in Meter

H = heigth of beam in Meter 3. Nett Depth for excavation - M

Formula = H + blinding thickness3. Deductions

CL = last column on left (refer to grid line - if the grid line starts from the center take half) 4. Quantity for Excavation trench - M3

CI = Intermediate columns along grid line Formula = Nett Length excavation x W x Nett Depth

CR = last column on rigth (refer to grid line - if the grid line starts from the center take half)

Pits = length/width of pits/footings along grid line 5. Quantity For Concrete - M3

Slab = Thickness of slab along grid line Formula = Nett length concrete x W x H

4. Blinding Thickness 6. Quantity For Blinding - M3

Thickness of blinding for the beam Formula = Nett length concrete x W x Thickness

7. Formwork - M/M2

If Height/Thick (H) exceeding 1M measure in Square meters (

Formula: Nett Length concrete x Height (H)

If Height/Thick (H) not exc. 1M measure in meters (M) stating

Not Exceeding 250mm high

250mm - 500mm high

500mm - 1.00m high

Note:

Beam for non suspended slab measured full size.

Concrete bed measured in between beams


10/37

GROUND BEAM SCHEDULE (Non Suspended GroundLOCATION/ GRID

LINE

NETT

LENGTH

NETT

LENGTH

NETT

DEPTHEXCVN. CO

L W H CL CI CR PITS SLAB CONC EXCVN EXCVN TRENCH

DIMENSIONS DEDUCTIONS


11/37

TOTAL -


12/37

GROUND BEAM SCHEDULE (Suspended Ground Floor Slab)


A. Dimensions to be keyed in - white columns B. Dimensions automatically calculated - blue columns

1.Location/ Grid line 1. Nett Length for Concrete - M


2. Dimensions 2. Nett Length for Excavation - M

L = Total length per grid line in Meter Formula = L - Pits

W = width of beam in Meter

H = heigth of beam in Meter 3. Nett Depth for excavation - M

Formula = H - Slab thickness + blinding thickness3. Deductions

CL = last column on left (refer to grid line - if the grid line starts from the center take half) 4. Quantity for Excavation trench - M3

CI = Intermediate columns along grid line Formula = Nett Length excavation x W x Nett Depth

CR = last column on rigth (refer to grid line - if the grid line starts from the center take half)

Pits = length/width of pits/footings along grid line 5. Quantity For Concrete - M3

Slab = Thickness of slab along grid line Formula = Nett length concrete x W x (H - slab thickness)

4. Blinding Thickness 6. Quantity For Blinding - M3

Thickness of blinding for the beam Formula = Nett length concrete x W x Thickness

7. Formwork - M/M2

If Height/Thick (H) - slab thickness exceeding 1M measure in Squa

Formula: Nett Length concrete x (Height (H) - slab thickness)

If Height/Thick (H) - slab thickness not exc. 1M measure in meter

in categories:

Not Exceeding 250mm high

250mm - 500mm high

500mm - 1.00m high

Note:

Beams for suspended slab measured up to soffits of slab

Concrete bed measured across beams


13/37

GROUND BEAM SCHEDULE (Suspended Ground Floo

LOCATION/ GRID

LINE

NETT

LENGTH

NETT

LENGTH

NETT

DEPTHEXCVN. CO

L W H CL CI CR PITS SLAB CONC EXCVN EXCVN TRENCH

DIMENSIONS DEDUCTIONS


14/37


15/37

EXC. 1.0M

(M2)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-


16/37

BAR REINFORCEMENT SCHEDULE


A. Dimensions to be keyed in - white columns B. Dimensions automatically calculate

1. Reference 1. Main bar

Refer to grid line/ types/items Formula: Length x No. Each x Nos. off

2. Reinforcement Bar

2. Binders/links/stirrups

Ref - Reference of bar (top/bot/by coding/links/stirrups/ etc.) Formula: Length x No. Each x Nos. off

Size - Size/Diameter and type of bar Formula for No. Each = length / centers + 1Choose by clicking arrow down key

T = High tensile bar

R = Mild steel bar

(for this schedule, only T & R bar provided. If there is Y bar (high yield) take it as

T bar.

No Each

Number of bars in each item

Nos. OffNumber of items

Length

Total length of bar together with bends/hooks/etc.

For minimum bend and hook allowances refer to BS4466:1989 (as table below)

Bar size Hook Bend Bar size Hook Bend

Allowance Allowance Allowance Allowance

6 100 100 6 100 100

8 100 100 8 100 100

10 100 100 10 110 100

12 110 100 12 140 100

16 150 100 16 180 100

20 180 100 20 220 110

25 230 130 25 350 180

32 290 160 32 450 230

40 360 200 40 560 280

MILD STEEL BARS HIGH TENSILE/HIGH YIELD BAR


17/37

BAR REINFORCEMENT SCHEDULE

REFERENCE REINFORCEMENT BAR MAIN BARS

REF SIZE NO EA NO OFF LENGTH T6 T10 T12 T16 T20 T22 T25 T32 R6 R

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -

- - - - - - - - - -


18/37


19/37


20/37


21/37

COLUMNS SCHEDULE ( NOS & QTY)


Dimensions to be keyed in - white columns Dimensions automatically calculated - b

A. Columns schedule nos A. Columns schedule nos

1. Type 1. Total numbers and type of colums will be traKey in type of columns ,eg. C1, C2 (refer to column schedule plan/column layout plan)

2. Location

Key in location, normally referred to grid line eg. 1/A-H

3. Key in numbers of each type of column along the grid line rows

B. Columns schedule Qt B. Columns schedule Qt

1. Shape 1. Type of column and total numbers will be caChoose shape of column by clicking arrow down key ( there are 4 choices)Column will be considered as wall when their length exceed four times their width 2. Concrete col - M3

Formula: L x W x H x total Nos. (sq2. Dimensions Formula: 3.14 x R

x H x total nos. (

L for length in Meter ( if your column is round, dont fill in the dimension) W for width/thick in Meter ( if your column is round, dont fill in the dimension) 3. Concrete wall - M3

R for radius in Meter ( for round column only, if your column is square/rectangular/wall Formula: L x W x H x total Nos.

dont fill in the dimension) Stating the thickness in the followin H for height in Meter (measure from top of footing/foundation to top of ground slab) not exceeding 100mm

100mm - 150mm -

exceeding 300mm

4. Formwork Column - M2

Formula: (L + W)2 x H x total Nos.(

Formula: 2 x 3.14 x Rx H x total no

5. Formwork Wall

Formula (faces): (L x H)2 x total No

Formula (ends): H x2 x total Nos. Stating the width

Not exceedi

exceeding 5

Please refer to sheet ' FRAME- TO list' for detail takin off list and order to takin off


22/37


23/37

COLUMNS SCHEDULE (QTY)

TYPE TOTAL SHAPE CONCRETECOLUMN NO L W R H COL 300

(Round col.) SQ/REC R

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0 - - - - - -

0 0

DIMENSION CONCRETE WALLS FORMWOCOLUM


24/37


25/37


26/37

FLOOR & ROOF BEAMS SCHEDULE


A. Dimensions to be keyed in - white columns B. Dimensions automatically calculated - blue columns

1.Location/ Grid line 1. Nett Length for Beams- M


2. Shape 2. Quantity For Concrete - M3

Choose shape of column by clicking arrow down key (there are 3 choices) Formula = Nett length beam x W x (H - slab thickness)Attached for beams attached with slabs on both sides Isolated beams and attached beams are measured separately

Isolated for beams which not attached with any slab

End for beams at the end of slab 3. Formwork - M2

GIRTH

3. Dimensions Girth for isolated beam = W + 2HL = Total length per grid line in Meter Girth for attached beam = W + 2(H-slab thickness)

W = Width of beam in Meter Girth for end beam = W + (H-slab thickness)+ H

H = Heigth of beam in Meter

QTY

4. Floor Height Formula : Girth x Nett length

Measure from top of floor slab to top of upper floor slab (next floor level)

Formwork for soffits of beams over 3.5m measured separately and

5. Deductions stating the height in further stages of 1.50m

CL = Last column on left (refer to grid line - if the grid line starts from the center take half)

CI = Intermediate columns along grid line

CR = Last column on rigth (refer to grid line - if the grid line starts from the center take half)Slab = Thickness of slab along grid line

Note:

Beams for suspended slab measured up to soffits of slab

Concrete slab measured across beams


27/37

FLOOR/ROOF BEAMS

LOCATION /

GRID LINESHAPE

FLOOR

HEIGHT

NETT

LENGTH

L W H CL CI CR SLAB BEAM BEAMS ISOLATEDBEAMS ISOLAT

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

DIMENSIONS DEDUCTIONS CONCRETE


28/37

ELEMENT : WORK BELOW LOWEST FLOOR FINISH

TAKING OFF LIST

NO ITEM DETAIL MEASUREMENT UNIT REMARKS

A Column Bases/Pad footings/ 1 Excavations M3

Strip footing/Pile caps 2 Disposal excavated material M3 Same quantities as per excavation

3 Filling to excavation M3 Qty. excavation - qty. concrete

4 Blinding M3

5 Concrete M3

6 Formwork M/M2

7 Reinforcement KG

B Column Stumps 1 Concrete M3

2 Formwork M23 Reinforcement KG

C Ground Beam 1 Excavations M3

2 Disposal excavated material M3

3 Blinding M3

4 Concrete M3

5 Formwork M/M2

6 Reinforcement KG

D Bed/Slab 1 Excavations (bed) / Filling (slab) M3

2 Disposal excavated material (bed) M3

3 Hardcore M2/M3

4 DPM M2

5 Blinding M3

6 Concrete M3

7 Formwork M/M2

8 Reinforcement KG/M2


29/37

ITEM NO. ORDER TO TAKING OFF UNIT DESCRIPTIONS SMM REF. REMARKS

A EXCAVATION Section D General Rules;

D.10 Depth classification;

Max depth n.ex. 0.25m

" 1.00m

" 2.00m

" 4.00m

thereafter in 2.00m stages

D.11 Starting Level;

Ground level, Reduced Level,

Formation level or such level which

excavation will commence

(normally start from Formation level,a level which formed after earthwork

has been done)

Quantity for excavation is measured

from the actual dimension/size as

shown on the drawings/plans.

Std. Spec C/3.7 & 8

A.1 Reduced level M3 Excavating to reduce level, Maximum D.12.4 area concrete beddepth not exceeding .. (if suspended grd flr slab this item

not measured)

A.2 Pits M3 Excavating pits to receive .. D.12.6 All pits excavation can grouped

Pile caps starting from . level, maximum together.

Pad footings depth not exceeding (In. no) Starting level normally from

formation level.

Excavating pits to receive .. D.12.6 For both plan dimensions (length &

starting from . level, maximum width) less than 1.25m measured

depth not exceeding , both plan separately.dimensions less than 1.25m (In. no) Stating the number (total number of

pits irrespective the size)


30/37


A EXCAVATION (cont'd)

A.3 Trench M3 Excavating trench to receive .. D.12.7 All trench excavation can grouped

Strip footing starting from . level, maximum together as foundation, but for

Ground beam depth not exceeding purpose of valuation and v.o, it's

easier to measure separately.

A4 Extra Over Items

Excavating in rock M3 Extra Over excavation in rock D.12.2 Also can be measured as an item

by itself. ( not as E.O ).

Extra Over for each of the various types

of excavation (each type of

excavation has their own E.O).

Quantity can be measure by allow% of the excavation or actual

quantity of the rock (depend on

engineer's proposal).

Std. Spec C/.6.2

Excavating below ground water M3 Extra Over Excavating below ground D.12.14 For area which water level is high.

level water level E.O to all types of excavation

irrespective of depth.

of excavation (each type of

excavation has their own E.O).Quantity can be measure by allow

% of the excavation or actual

quantity of the rock (depend on

engineer's proposal).

A5 Disposal of water

Water in the ground ITEM Disposal of water in the ground for D.16 If there is an item for excavating

keeping the excavations free of ground below ground water level.

water

Std. Spec C/3.9


31/37


A EXCAVATION (cont'd)

A6 Disposal of excavated materialDisposal on site M3 Disposal of excavated material within D.18 All types of excavation can be grouped

site in permenent spoil heaps, ..meter together

from the excavation.

To be save allow both types of disposal

M3 Remove excavated material within site D.18

in m distance from the excavation.

M3 Spread within site excavated material D.18

Disposal off site M3 Disposal of excavated material off site at D.19

contractor own source

A7 Filling

Filling to excavations M3 Filling to excavations, material arising D.23 & 25 Filling materials:

from the excavation a. Material arising from the excavation

b. Ditto to be selected and treated

M3 Fill ing to excavations, material to be D.23 & 25 c. Material to be obtained off site

obtained off site at contractor own source

Filling to all types of excavation can be

M3 Filling to excavations, material .. D.23 & 25 grouped together

deposited and compacted in layers, D.27*mm maximum thickness. Std. Spec C/4.12

Filling to make up levels M3 Filling to make up levels over 250mm thk, D.23 & D.26

material arising from the excavation

M2 Filling to make up levels n.ex 250mm thk, D.23 & D.26

material to be obtained off site, hardcore

as specified, average thickness mm.

A8 Surface treatment M2 Applying anti-termite treatment as D.30.2 Std. Spec - apply to area ground slab

specified (C/4.13)


32/37


B CONCRETE WORKS F.1 Generally

B.1 IN-SITU CONCRETE Plain in-situ concrete /

Reinforced in-situ concreteGrade concrete

F.2.1 Thickness categories:

Not exceeding 100mm

100mm - 150mm

150mm - 300mm

exceeding 300mm

F.3 Concrete Categories:

1. Foundations in trenches

2. Isolated foundation bases

3. Ground Beam

4. Pile caps

5. Beds

6. Suspended slabs

7. Isolated columns

Plain concrete (blinding) M3 Plain in-situ concrete grade . blinding All blinding works can grouped together

bed; laid on earth or hardcore; not under one item.

exceeding..thick.

Reinforced concrete M3 Reinforced in-situ concrete grade . In Follow concrete categories.

in. Column stump is under isolated column.


33/37


B CONCRETE WORKS (CONT'D)

F.8.4 Classification:

B.2 REINFORCEMENT KG ..mm Diameter mild steel bar as links,

stirrups, binders and the like in foundation In foundation (bases, grd beam & pile cap)In ground slabs (beds)

In Isolated column (stump)

KG ..mm Diameter high tensile deformed

bar as straight and bend bars in ground

beam.

F.8.5 Categories:

KG High tensile deformed bar in foundation; Straight and bend bars

..mm diameter, straight and bent. Curved bars

Links,stirrups, binders and the like

Spacers and chairs

Curved bar

Bar required to be formed to radius not

exceeding the critical radius.

If not, it will consider as straight bar.

Size () Critical Radius (mm)

6 2500

8 2750

10 3500

12 5000

16 7500

20 14000

25 30000

Allowance for bend and hook shall follow

BS 4466:1989


34/37



B.2 REINFORCEMENT (cont'd) M2 Fabric reinforcement ; In ground slab; F.9.2 Classification follows as bar reinforcement

reference Quantity measured as the area covered.

M Fabric reinforcement ; strip ...mm width; F.9.4

in ground slab; reference

B.3 FORMWORK F.10.1 Categories;

Foundations and beds (footings, pile caps

bases, ground beams)

Isolated features (stumps)

F.11.1 Height categories; (for height n.ex. 1m)

Not exceeding 250mm high

250mm-500mm high

500mm-1.00m high

M2 Formwork to edges and faces of

foundations

M Formwork to ground beam; 250mm-

500mm high.

C WATEPROOFING AND ASPHALT Classfication;

WORK A layer of polythene sheet as specified

damp proof membrane; .mm thick; Damp proofing and tanking

laid on blinding.


35/37

ELEMENT : FRAME

TAKING OFF LIST

NO ITEM DETAIL MEASUREMENT UNIT REMARKS

A Columns 1 Concrete M3

2 Formwork M2

3 Reinforcement KG

B Beams 1 Concrete M3

Floor beams 2 Formwork M2 ex. 3.5m in stages 1.5m

Roof beams 3 Reinforcement KG


36/37


B CONCRETE WORKS F.1 Generally

B.1 IN-SITU CONCRETE Reinforced in-situ concrete

Grade concrete

F.3 Concrete Categories:

F.3.14 1. Beams (attached and end beams)

F.3.14 2. Isolated beams

F.3.15 3. Isolated columns

Reinforced concrete M3 Reinforced in-situ concrete grade . In (follow concrete categories)

in.

F.8.4 Classification:

B.2 REINFORCEMENT KG Mild steel bar in ..., ..mm diameter

as links,stirrups, binders and the l ike. F.8.4.c In suspended slabs (attached beams)

F.8.4.j In Isolated column, beams, lintels

KG High tensile deformed bar in .;

..mm diameter, straight and bent.

F.8.5 Categories:

KG ..mm Diameter high tensile deformed Straight and bend bars

bar as straight and bend bars in Curved bars

Links,stirrups, binders and the like

Spacers and chairs


37/37



B.2 REINFORCEMENT (cont'd) Curved bar

Bar required to be formed to radius notexceeding the critical radius.

If not, it will consider as straight bar.

Size () Critical Radius (mm)

6 2500

8 2750

10 3500

12 5000

16 7500

20 14000

25 30000

Allowance for bend and hook shall follow

BS 4466:1989

B.3 FORMWORK M2 Formwork to sides and soffits of beams, F.10.1 Categories;

horizontal

F.10.1.d Isolated features (beams, columns)

F.10.9 Height categories;

(for soffits of beam over 3.50m )

Stating the height in further stages of

1.50m

F.14.1 Classification for formwork to beams

a. Horizontal

b. Sloping n.ex 15 from horizontal

c. Sloping over 15 from horizontal

measurement schedule08

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