schedule of rate- jkr- malaysia

8/16/2019 Schedule of Rate- JKR- Malaysia

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This Schedule of Rates shall form part of the Contract for

The tenderer shall insert in the space provided at the end of this Schedule the

percentage increase or decrease which he requires to be applied to the rates in this

Schedule. Where the majority of the rates are acceptable to the Contractor, with the

exception of a few items, then the percentage increase or decrease clause at the end of

this Schedule shall be deleted and he may amend in ink only those rates and initial

and shall be read in conjunction with the General Specifications and any addendum or

appendices hereto.

Rates for concrete shall be held to include for forming, leaving or cutting grooves,

chases, mortices, holes and making good and any sundry items of a like nature.

Rates for formwork shall be held to include for erection, raking and circular cutting,

splayed edges, notchings, allowance for overlaps and passing at angles, battens,

strutting, bolting, wedging, easing, striking and removal.

This Schedule of Rates duly filled in (or amended) and signed must be returned

together with the Tender Form.

NEGERI SABAH, MALAYSIA

SCHEDULE OF RATE

JABATAN KERJA RAYA

Rates for brickwork and blockwork shall be held to include for all rough and fair

cutting, over-sailing and receding courses, rough relieving and discharging arches,

wedging and pinning, raking out joints for and pointing flashings, bedding plates,

bedding and pointing frames, parging and coring flues, labour caves filling, plumbing

angles, forming square and rebated reveals, cut squints or bird-mouths, notches,

forming, leaving or cutting chases, holes and mortices and cutting and pinning and

Rates for excavation including excavation for drainage) are to include for keeping all

excavations free from water, mud, etc. by pumping or bailing if required and for

planking and strutting, levelling, ramming or preparing bottoms, any double handling

required and for additional excavation for planking and strutting and formwork.

All rates herein shall held to include for waste on materials, carriage and cartage,

carrying in and return of empties, hoisting, setting, fitting and fixing in position,

making and all other labours and everything else necessary (including any customs

duty, etc.) for the proper completion of each item and for establishment charges and

Rates for each item of paving shall be held to include for all rounded angles, arises

and making good and any other sundry items of a like nature.

SR/1


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19. Abbreviations:-

No = Number

m = Metre

m2 = Metre Square

m3 = Metre Cube

Kg = Kilogram

PR = Pair

N.A = Not Applicable

Rates for each item of joinery shall be held to include for all cuttings, notching1

housing ends. mitreing ends and shaped ends- angles, junctions, heading joint; lengths

and any other sundry items of a like nature.

Rates for plastering, rendering, etc. shall include for raking out joints of brie

blockwork and masonry or hacking concrete as key.

The percentage increase or decrease and those rates amended by the tenderer si

subject to agreement with the S.O. as to their reasonableness, and subject tc

agreement, shall be used for calculating the cost of any variation which may be ordt

accordance with the terms of the contract.

Rates for mild steel tubing are to include all short running lengths, sockets, ba<

elbows and bends.

Rates for driving of Bakau and pressure-treated timber piles shall include for the pn of

all necessary mechanical plant, rig, temporary works, timber, etc. transporting

erecting, dismantling removal on completion and also for travelling efpile frame abi

Rates for driving of precast concrete piles and reinforced concrete extension pile

include for travelling of pile frame about the site.

Overall rates of each item of plastering, etc. shall be held to include for narrow wid'

small quantities, tempotary rules, joints between different types of plastering, i angles,

arises, rounded coves and external angles not exceeding 1" radius, and mitres. etc. on

cornices, mouldings, enrichments, coves, skirtings, gutters and strings, all i good andany other sundry items of a like nature.

Rates for each item of skirtings, risers, channels and the like shiill be held to includi

short lengths, formed, cut and purpose made angles, junctions, ends- etc. and makir

and any other sundry items of a like nature.

Rales for all carpentry timber are to include for all labour to noichings. halvings, the

tenoning and wedging, scarfing, dovetailing, sinking for heads of bolts and ni

SR/2


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Percentage (%)

Increase/DecreaseITEM UNIT Rate (RM)DESCRIPTION

SR/3


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Percentage (%)


SR/4


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Percentage (%)


PILING

Bakau Piling

A Supply only 100mm (average) diameter bakau piles 6m long No. 19.00

B Ditto 113m (average) ditto No. 20.00

C Ditto 125m (average) ditto No. 22.00

D Ditto 150m (average) ditto No. 24.00

E Ditto 175m (average) ditto No. 27.00

F m 2.30

G Ditto 175m (average) ditto m 2.65

H Ditto 175m (average) ditto m 2.95

I Ditto 175m (average) ditto m 3.30

J Ditto 175m (average) ditto m 3.60

K No. 15.00

L Ditto 150mm-175mm diameter ditto with 150mm-157mm ditto. No. 16.00

M No. 140/ton

N Ditto and test subsequent piles ditto. No. 125/ton

Pressure-Treated Timber Piles: -

O No. 72.00

P Ditto 6m long ditto No. 90.00

Q Ditto 7m long ditto No. 100.00

R No. 106.00

S Ditto 6m long ditto No. 130.00

T Ditto 7m long ditto. No. 150.00

125mm x 125mm pressure-treated timber piles (initial/extension)

as specified 5m long complete with. 125mm x 125mm x 16 Gauge

galvanised mild steel anti-split and plates fixed to both ends.

150mm x 150mm pressure-treated timber piles (initial/extension)

as specified 5m long complete with 150mm x 150mm x 16 Gauge

galvanised mild steel anti-split rail plates fixed to both ends.

Handle, transport, pitch and drive 100mm (average) diameter

bakau piles (initial/extension) including all necessary pointing,

protective rings, straps or bands and cutting off pile heads.

M.S. tube connector (No. 9 Gauge) 113mm and 125mm nominal

diameter x 400mm long to B.S. 1775 with 113mm and 125mm

diameter x 5mm thick (min.) m.s. plate separating divider inserted

and fillet welded all round onboth sides in mid section of tube

connector, including shaping ends of bakau piles to fit-into tube,

wedging up and tack nailing through connector and painting

steelwork with one coat a roved bituminous aint inside and out.

Provide all equipment kentledge etc. and initial load test pile 6m

long as described including all extra costs in setting out and

driving one pile before commencement of the main piling works.

SR/5


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Percentage (%)


Pressure-Treated Timber Piles: - (Cont'd)

A No. 2.50

B Ditto 150mm x 150mm lengths 5m to 7m long. No. 3.00

C No. 4.00

D Ditto 125mm x 125mm pressure-treated timber piles in clusters ditto. No. 3.30

E Ditto 150mm x 150mm pressure-treated timber piles single ditto. No. 4.30

F Ditto 150mm x 150mm pressure-treated timber piles in clusters ditto. No. 4.00

G No. 17.00

H Ditto 150mm x 150mm ditto 150mm x 150mm x 225mm ditto (Ditto). No. 21.00

I No. 16.00

J Ditto size 5mm thick x 153mm x 153mm (Ditto). No. 18.00

K No. 2.50

L Ditto 150mm x 150mm ditto. No. 3.00

M No. 140/ton

N Ditto and test subsequent pile ditto. No. 125/ton

O No. 140/ton

P Ditto and test subsequent pile ditto. No. 125/ton

Precast Concrete Piles: -

SECTION A - 300mm x 300mm PILES: -

Q L Sum 2200.00

R m 40.00

S Kg 2.0025mm - 16mm Diameter mild steel bar reinforcement as specified

in precast concrete piles or extension piles.

Ditto size 150mm x 150mm to a vertical load test of _________

tons including all extra costs in setting out and driving one pile

before commencement of the main piling works.

Allow for providing all necessary mechanical plant, rig, temporary

works, timber, etc. transporting to site, erection dismantling andremoval on completion.

300mm x 300mm Precast concrete (1:P/2:3 - 19mm) piles as

described with comers splayed including all moulds finishing

smooth and casting on or off site n.e. 12mm lengths.

Pointing and shaping of 150mm x 150mm timber pile and shoeing

with and including 3mm thick mild steel welded shoe size 125mm

x 125mm x 225mm high comprising of pyramid shaped end,

125mm high and socket 100mm high and nailing to pile. (For hard

Mild steel welded extension sleeve or collar size 5mm thick x

128mm x 128mm (nominal dimensions) x 450mm long with a

seating plate/divider fillet welded centrally inside and bevelling

ends of piles and slipping same into and nailing.

Cut off and dispose of surplus length of 125mm x 125mm timber

pile including treating head of pile with preservative before

Provide all equipment, hydraulic jack, deflection gauges kentledge,

temporary staging, etc. and test an initial test pile size 125mm x

125mm to a vertical load test of __________ tons including allextra costs in setting out and diving one pile before commencement

Handle, transport and pitch 125mm x 125mm lengths 5m to 7m

long pressure-treated timber (initial/extension) piles.

Drive 125mm x 125mm pressure-treated timber piles

(initial/extension) singly to set approved by S.O.

SR/6


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Percentage (%)


Precast Concrete Piles: - (Contd)

SECTION A - 300mm x 300mm PILES: - (Contd)

A 12mm Diameter ditto. Kg 2.00

B 10mm Diameter ditto. Kg 2.10

C 10mm Ditto in binders. Kg 2.10

D 10mm Ditto in Helical binders. Kg 2.10

E No. 9.5/kg

F No. 2.00

G No. 5.00

H No. 21.00

I No. 26.00

J No. 30.00

K No. 17.00

L No. 26.00

M No. 30.00

N m 12.50

O Ditto not exceeding 12m long ditto. m 13.10

P Ditto not exceeding .9m long in clusters to ditto. m 13.10

Q Ditto not exceeding 12m long ditto. m 11.80

Extension Using Couplings: -

R No. 43.00

S 300mm x 300mm x 16mm Mild steel pile extension base cap ditto. No. 43.00

T No. 17.00

U No. 21.00

Handle, transport and pitch 300mm x 300mm precast concrete pile

or extension pile 6m long for driving in clusters.

Ditto 9m long ditto.


32mm Diameter mild steel centring bar 900mm long and inserting

into and including boxing in concrete to form 2 Nos. 38mm

diameter mortices 450mm deep, 1 No. in head of pile and 1 No. in

16mm x 16mm (Overall) Fillet weld connection 1.2m girth

between chamfered edges of head and base caps.

Chilled hardened cast iron pile shoe size 200mm x 200mm x

175mm overall (weighing ________ kg) with cast iron point

splayed on four sides/faces, with 4 Nos. 50mm x 10mm galvanised

mild steel straps 450mm girth with fishtailed end and casting onto

12mm x 12mm Pressed steel fork spacers or spreaders, 300mm

long and fixing with saddle ends engaging the main reinforcing

bars in concrete piles.

38mm Diameter galvanised mild steel tubing (Class "B" Medium)300mm long cast in pile to lifting hole.

300mm x 300mm x 16mm Mild steel pile extension head cap

chamfered all round, four times drilled for 38mm diameter mild

steel bar and welding ends of 4 Nos. 32mm diameter mild steel

bars half way through thickness of cap and fillets welding all round

the bars at unctions with ca before castin includin formin

Ditto 6m long for driving singly.



Drive only 300mm x 300mm precast concrete piles not exceeding9m long singly the final set as required by the S.O.

SR/7


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Percentage (%)


Extension Using Couplings: - (Cont'd)

A No. 51.00

B No. 25.50

Testing:-

C m 4.30

D No. 70/ton

E No. 60/ton

SECTION B - 375mm x 375mm PILES: -

F L Sum 2550.00

G m 50.00

H Kg 2.00

I Kg 2.00

J Kg 2.10

K 10mm Ditto in binders. Kg 2.10

L 10mm Ditto in helical binders. Kg 2.10

M No. 9.50

N No. 2.60

O No. 5.00

P No. 34.00

Q Ditto 9m long ditto. No. 38.00

R Ditto 12m long ditto. No. 47.00

38mm x 38mm Pressed steel fork spacers or spreaders, 375mm

long and fixing with saddle ends engaging the main reinforcing

bars in concrete piles.

38mm Diameter galvanised mild steel tubing (Class B - Medium)375mm long cast in pile to lifting hole.

Handle, transport and pitch 375mm x 375mm precast concrete pile

or extension pile 6m long for driving in clusters.

Strip concrete from 600mm length of 300mm x 300mm reinforced

concrete pile and bend and bind the exposed reinforcingrods to the

reinforcement in the pile cap.

32mm Diameter mild steel bar reinforcement as specified in

precast concrete piles or extension piles.

Cut off or break away and dispose of surplus length of 300mm x

300mm pile.

41mm Diameter ditto.

12mm Diameter ditto.

Chilled hardened cast iron pile shoe size 250mm x 250mm x

263mm overall (weighing ________ kg) with cast iron point

splayed on four sides/faces, with 4 Nos. 50mm x 10mm galvanised

mild steel straps 450mm girth with fishtailed ends and casting onto

Extra cost in making 300mm x 300mm precast concrete piles in

rapid hardening cement for testing purposes.

Provide all equipment, hydraulic jack, deflection gauges,

kentledge, temporary staging, etc. and test an initial test pile size

300mm x 300mm to a vertical load test of _________ tons

including all extra costs in setting out and driving one pile before

Ditto and test a subsequent pile ditto.

Allow for providing all necessary mechanical plant, rig, temporary

works, timber, etc. transporting to site, erection, dismantling and

removal on completion.

375mm- x 375mm Precast concrete (1:1V2:3 - 19mm) piles as

described with comers splayed including all moulds finishing

smooth and casting on or off site n.e. 16m length.

SR/8


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Percentage (%)


PRECAST CONCRETE PILES (Cont’d)

SECTION B - 375mm x 375mm PILES (Cont’d)

A Ditto 6m long for driving singly. No. 34.00

B Ditto 9m long ditto. No. 38.00

C Ditto 12m long ditto. No. 47.00

D m 16.50

E Ditto not exceeding 12mm long ditto. m 16.50

F Ditto not exceeding 9m long in clusters ditto. m 16.50

G Ditto not exceeding 12m long ditto. m 14.10

Extension Using Coupling: -

H No. 51.00

I 375mm x 375mm x 16mm Mild steel pile extension base cap ditto. No. 47.00

J No. 17.00

K No. 26.00

L No. 68.00

M No. 34.00

Testing: -

N m 5.00

O No. 70/ton

P Ditto and lest a subsequent pile ditto. No. 60/ton

Strip concrete from 600mm length of 375mm x 375mm reinforced

concrete pile and bend and bind the exposed reinforcingrods to the

reinforcement in the pile cap.

Cut off or break away and disposed of surplus length of 375mm x

375mm pile.

32mm Diameter mild steel centring bars 900nun long and inserting

into and including boxing in concrete to form 2 Nos. 38mm

diameter mortices 450mm deep 1 No. in head of pile and 1 No. in

bottom of extension pile.

Drive only 375mm x 375mm precast concrete piles not exceeding

9m long singly to set as required by the S.O.

375mm x 375mm xl6mm Mild steel pile extension head cap

chamfered all round four times drilled for 32mm mild steel bar and

welding ends of 4 Nos. 32mm diameter mild steel bars half .way

through thickness of cap and fillet welding all round the bars at

junction with cap before casting including forming 38mm diameter

central hole.

Extra cost in making 375mm x 375mm precast concrete piles in

rapid hardening cement for testing purposes.

Provide all equipment, hydraulic Jack, defection gauges, kentledge,

temporary staging etc. and test an initial lest pile size 375mm x

375mm to a vertical load test of _______ tons including all extracosts in setting out and driving one pile before commencement

16mm x 16mm (Overall) Fillet weld connection, 1.5m girth

between chamfered edges of head and base caps.

SR/9


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Percentage (%)


PRECAST CONCRETE PILES (Cont’d)

EXCAVATOR

A Excavate oversite average 150mm deep to formation or reduce level. m2 0.50

B m3 8.50

C Ditto (By Mechanical Equipment). m3 3.50

D m3 10.00

E Ditto exceeding 1.5m and not exceeding 3m deep ditto (Ditto). m3 18.20

F Ditto exceeding 3m but not exceeding 4.5m deep ditto (Ditto). m3 26.00

G m3 5.20

H Ditto exceeding 1.5m but not exceeding 3m deep ditto (Ditto). m3 7.20

I Ditto exceeding 3m but not exceeding 4.5m deep ditto (Ditto). m3 8.50

J Ditto exceeding 4.5m but not exceeding 6m deep ditto (Ditto). m3 14.30

K Ditto exceeding 6m but not exceeding 7.5m deep ditto (Ditto). m3 19.50

L m3 6.50

M Ditto exceeding 1.5m but not exceeding 3m deep ditto (Ditto). m3 9.10

N Ditto exceeding 3m but not exceeding 4.5m deep ditto (Ditto). m3 15.60

O Ditto exceeding 4.5m but not exceeding 6m deep ditto (Ditto). m3 20.80

P m3 65.00

Q Ditto in shale ditto. m3 32.50

R m3 9.10

S m3 15.60

T Load and cart away excess/surplus soil from site to Contractor's own ti m3 2.60

U Ditto excess/surplus rock ditto. m3 3.90

Excavate for foundation trenches, pier holes, manholes, septic

tanks, filter beds, etc. not exceeding 1,5m deep, backfill and

remove surplus spoil and deposit, spread and level on site as


tanks, filter beds, etc. not exceeding 1.5m deep on Clay and stiff sand which requires planking and strutting from below 1.5m deep

onwards including, backfill and remove surplus spoil and deposit,

spread and level on site as specified (By Mechanical Equipment).

Extra over excavation for excavating in rock or other hard

materials which in the opinion of the S.O. requires the use of

wedges, level or compressor drills.

Ditto for excavation oversite to reduce level in rock or other hard

materials which in the opinion of the S.O. requires the use of mechanical plant (e.g. ripper).

Ditto for excavating in rock or other hard materials which in the

opinion of the S.O. requires the use of explosives (Allow for all

necessary precautions).

Excavate to obtain formation levels and remove spoil and deposit

on site to make up levels including trimming or forming banks as

specified (By hand).


tanks, filter beds, etc. not exceeding l:5m deep on soft sand and

soft silty peat which requires planking and strutting irrespective of

depth including backfill and remove surplus spoil and deposit,spread and level on site as specified (By Mechanical Equipment).

SR/10


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Percentage (%)


EXCAVATOR (Cont'd)

A m3 2.00

B m3 0.65

C m3 2.35

D m3 5.20

E Hardcore as specified. m3 36.50

F 50mm Sand filling spread and levelled under precast slabs and floor. m3 1.45

N.B

(i)

(ii)

Type Per Cent

Gravel 10

Sand 121/2Ordinary Earth 25

Clay 331/Chalk 331/3Rock 50

CONCRETOR

A Concrete (1:3:6 - 19mm) as specified in foundation. m3 180.00

B Ditto but using granite ditto. m3 200.00

C Ditto (1:3:6 - 19mm) in floors, aprons, curbs and steps etc. m3 190.00

D m3 230.00

E Concrete as item D, but using granite. m3 270.00

F m3 240.00

G Concrete as item E ditto. m3 285.00

H Concrete (1:1'/2:3 -19mm) as items D, E and F. m3 265.00

I Ditto but using granite. m3 290.00

J m2 9.00

Concrete (1:2:4 - 19mm) in reinforced concrete foundations,

walls, beams, columns, stairs, balustrading and lintels,

excluding reinforcement and formwork.

Concrete as item D in suspended floor slabs, landing, canopy slab,

roof slabs, gutter sides and bottom etc.

19mm thick waterproofed concrete (1:2:2 - 6mm or 10mm) topping

laid to falls on concrete roof slab.

Ditto to areas outside the site and designated by the S.O. within a

radius of 1km from the site.

Haulage or transport only of excess/surplus soil through eachsubsequent km lead or part thereof.

Spread and level excess/surplus soil in areas outside the site

designated by the S.O. including well ramming or rolling and

Earth filling as specified with material from the Contractor's own

source within 5 km from the site.

Items F & G of SR/12: If the Contractor is selling the

surplus excavated material, then the Contractor is not

entitled to any payment in respect of these items.

In the measurement of quantities of each either for

carting away or filling, the S.O. shall ensure that these

are the compacted or consolidated quantities. For

guidance the following are the average increase in bulk

on various t es of excavated materials after

SR/11


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Percentage (%)


CONCRETOR (Cont'd)

A 32mm thick ditto to gutter. m2 10.20

B

(a) 6mm Diameter Kg 2.10

(b) 10mm Diameter Kg 2.10

(c) 12mm Diameter Kg 2.05

(d) 16mm - 25mm Diameter Kg 2.05

(e) Exceeding 25mm Diameter Kg 2.05

C

(a) 10mm Diameter Kg 2.15

(b) 12mm Diameter Kg 2.15

(c) 16mm - 25mm Diameter Kg 2.10

(d) Exceeding 25mm Diameter Kg 2.10

D m2 5.90

E Ditto 150mm x 150mm mesh weighing 2.36 kg per m2 ditto. (BRC 65 m2 8.80

F Ditto 150mm x 150mm mesh weighing 2.82 kg per m2 ditto. (BRC 64 m2 10.00

G Ditto 75mm x 400mm mesh weighing 3.58 kg per m2 ditto. m2 11.20

H Expanded metal reinforcement of 75mm mesh weighing 2.08 kg per m2 6.50

I Ditto weighing 4.17 kg per m2. m2 14.20

Sawn Formwork As Specified: -

J To sides of foundation and ground beam. m2 18.00

K To sides of wall. m2 21.00

L To sides of column, staircase, lintels, etc. m2 22.00

M To sides and soffit of beam. m2 21.00

N To soffit of suspended floor slab, roof slab, landing slab etc. m2 21.00

O Extra over last four items for sloping surfaces. m2 1.10

P Extra over for strutting to soffits exceeding 3.6m high for every 0 .6m s m2 2.20

Q Extra over sawn formwork for wrot faces. m2 5.50

R m2 6.50

S m 7.25

Extra over sawn formwork for patterned formwork having fillets at

150mm centres or in 150mm wide 'V jointed timber boards.

12mm Bitumen impregnated fibreboard 150mm wide as expansion

joint filler in reinforced concrete structure including filling 12mm

x 12mm recess with non-shrinkable mastic grouting.

High tensile steel bars in reinforcement to concrete work generally,

including all cutting, bending and placing in position:

Welded steel fabric reinforcement of 75mm x 300mm mesh

weighing 2.15 kg per m2 and embedded in concrete. (BRC 10)

Mild steel bars in reinforcement to concrete work generally,

including all cutting, bending and placing in position.

SR/12


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Percentage (%)


CONCRETOR (Cont'd)

Sawn Formwork As Specified: - (Contd')

A 12mm Cane fibre expansion joint filler ditto. m 7.90

B m 20.00

C m 40.00

D 375mm x 375mm Ditto. m 50.00

E 450mm x 450mm Ditto. m 60.00

F 600mm x 600mm Ditto. m 75.00

G 113min x 150mm Precast concrete (1:2:4 - l9mm) lintel including rein m 9.85

H m 11.50

Bricklayer & Mason

I Reduced brickwork 225mm thick as specified (Clay Bricks). m2 60.00

J m2 11.50

K Half brick wall (113mm thick) reinforced as specified (Clay bricks). m2 33.50

L Half brick wall. built honey-comb with 113mm spaces (Clay bricks). m2 20.00

M m2 10.60

N Half brick walls in facing bricks in gauged mortar struck pointed both m2 53.00

O Extra over standard brickwork for fair face one side, including pointin m2 7.10

P m2 16.20

Q Damp proof membrane ditto. m2 2.50

R Precast cement and sand hollow blocks in 75mm thick walling as spec m2 19.20

S Ditto 113mm thick ditto. m2 24.00

T Ditto 225mm thick ditto. m2 50.40

U Sandstone in uncoursed random mbble walling. m2 110.00

V Extra over random rubble walling for fair face and pointing as specifie m2 211.00

W Ditto for squared rubble fair face and pointed as specified. m2 31.30

Damp proof course as specified (measured nett with no allowance

added for laps) in various widths as specified.

Extra over standard brickwork for facings including struck pointing in gauged mortar.

Concrete (1:2:4 - 19mm) in half round precast surface water drains

225mm wide including bends, junctions, etc. and bedding as

specified including excavations.

300mm x 300mm Precast concrete lay to fall elliptical channel

75mm thick including all necessary excavation.

50mm Thick Precast concrete cover slab 300mm wide cast inapproximately 600mm lengths, notched at ends and reinforced with

and including one layer of 150mm (6G) x 150mm (6G) Steel fabric

reinforcement and placing in position.

275mm Thick hollow wall in common brick in gauged mortar

comprising of 113mm thick inner and outer skins and 50mm cavity

in between including wrought iron fishtailed wall ties (4 per yard

SR/13


14/29

Percentage (%)


DRAINLAYER

A m 4.00

B m 8.30

C m 4.20

D Ditto exceeding 1.5m deep but not exceeding 3m deep and average 1. m 9.20

E m 15.00

F 150mm Diameter ditto. m 25.00

G 100mm Diameter (Medium Duty) cast iron drains laid complete as spe m 27.00

H 150mm diameter ditto. m 52.00

I No. 2,500.00

J Ditto 25 persons ditto. No. 3,000.00

K Ditto 45 persons ditto. No. 5,000.00

L Ditto 75 persons ditto. No. 7,000.00

M Ditto 100 persons ditto. No. 9,500.00

N m 12.80

O m 13.40

P Ditto under 100mm diameter drain pipe and completely surround as s m 22.90

Q Ditto under 150mm diameter drain pipe and ditto. m 25.00

R m2 43.20

S m2 13.00

T m2 12.50

U No. 8.00

V m 18.00

W No. 11.90

X No. 11.90100mm Diameter salt glazed stoneware three-quarter section

curved branch channel bend and jointing in cement and sand (1:3).

150mm Diameter salt glazed stoneware half round straight main

channel and jointing in cement and sand (1:3).

150mm Diameter salt glazed stoneware half round section main

channel bend and ditto.

150mm concrete ditto under 150mm diameter ditto

Concrete ( 1:2:4 - 19mm) in benching average 150mm thick to

bottom of manhole finished to sleep falls towards channels and

12mm Cement and 'sand (1:3) water-proofed rendering as specified

to internal sides of manhole or septic tank.

100mm Diameter salt glazed stoneware half round straight main

channel and jointing in cement and sand (l:3).

Ditto exceeding 1.5m deep but not exceeding 3m deep average

1.8m deep ditto.

Ditto for 150mm diameter drains not exceeding 1.5m deep and

average 0.9m deep ditto.

100mm Diameter salt glazed stoneware drains (1st quality) laid

and jointed with tarred gaskin and cement mortar (1:1) as

Supply and fix 15 persons capacity septic tank complete with

effluent pipes as specified.

150mm concrete (1:3:6 - 19mm) bed under 100mm diameter drain

pipe and haunch as specified.

100mm Diameter salt glazed stoneware half round section main

channel bend and ditto.

Excavate trench for 100mm diameter drains not exceeding 1.5m

deep and average 900mm deep and refill trench including

removing surplus spoil and deposit and spread and level on site as

SR/14


15/29

Percentage (%)


DRAINLAYER (Cont'd)

A 150mm Diameter ditto. No. 15.00

B No. 6.00

C No. 60.00

D 600mm x 450mm Ditto 37 kg ditto. No. 80.00

E No. 450.00

F Manhole cover (Heavy Duty - 532 Ibs.) 500mm diameter as specified. No. 500.00

G 50mm to 100mm Gauge graded limestone in filter bed as filter media. m3 36.50

H 38mm to 50mm Gauge ditto. m3 45.50

I 100mm Diameter unglazed clayware subsoil drain pipe and laying wit m 10.00

J 150mm Diameter ditto. m 16.50

ROOFER

K Clay roofing tiles laid to 338mm gauge on and including battens as sp m2 60.00

L Hip or ridge tile to match tiles as specified. m 14.80

M m2 41.00

N Low pitch ditto laid to 275mm gauge on and including battens as spec m2 45.40

O Hip or ridge to match interlocking concrete roof tile as specified. m 13.10

P m2 17.30

Q 20 S.W.G. aluminium plain ridge on hip 450mm girth and fixing. m 13.10

R m 13.50

S Galvanised steel standard flashing, 281mni gir th as specified. m 11.80

T m2 30.00

U Ditto colour bond ditto m2 37.00

V m2 38.00

W Ditto colour bond-ditto m2 48.00

19mm Diameter mild steel rod 750mm girth bent as required and

with ends split, caulked and built in to brickwork as step iron.

600mm x 450mm Coated cast iron light duty single seal flat type

manhole cover and frame to B.S. 497 grade 'C' weighing not less

than 25 kg including setting frame in cement and sand (1:3) and

600mm x 600mm Coated cast iron heavy duty manhole cover and

frame weighing not less than 400 Ibs. including ditto.

Standard interlocking concrete roofing tiles laid to 300mm gauge

on and including battens as specified.

Corrugated aluminium sheet roofing 28 Gauge as specified

including culling and fixing.

Galvanised steel standard ridge capping 450mm girth (Suitable for

notching on site) as specified.

0.48nun 'Spandek' roofing sheets or other equal and approved and

fixing in accordance with manufacturers' instructions

Klip-lok' or other equal and approved 0.52min galvanised steel

roofing sheets as specified including cutting and fixing.

SR/15


16/29

Percentage (%)


CARPENTER, JOINER AND IRONMONGER

A Frame to door, window and vent including fixing (Grade 'A' timber). m3 1090.00

B m3 1000.00

C m3 970.00

D m2 53.00

E 38mm Thick panelled doors and casement windows and ditto. m2 59.00

F 50mm Thick louvred doors and windows and ditto. m2 72.00

G m2 65.00

H 32mm Thick tongued and grooved flooring. m2 40.00

I 19mm Thick weather boarding (measured nett). m2 24.00

J 25mm Thick barge boards and fascias. m3 1220.00

K Moulded skirtings, architraves, picture rail and cornices. m3 1600.00

L Staircase components (Grade 'A' timber). m3 1200.00

M Built-in kitchen cupboards and benches (Grade 'C' timber). m3 1500.00

N Built-in wardrobes (Grade 'C' timber). m3 1500.00

O Wrot pressure-treated Grade "C timber in shelving 32mm thick and in m2 41.00

P m2 18.00

Q m2 21.00

R 12mm Ditto m2 23.00

S m2 22.00

T m2 20.00

U 6mm ditto m2 25.00

V 6mm Plywood panel in partition including fixing. m2 13.00

W 10mm Plywood panel in partition including fixing. m2 21.00

X 12mm Ditto. m2 23.00

Y 1.5mm 'Formica' or equivalent laminated plastic sheeting and fixing. m2 35.70

Z 50mm 'Insulate' wood-wool slabs including fixing. m2 14.20

38mm Thick framed, ledged and braced doors and windows

including fixing but excluding ironmongery (measured overall).

The following in wrot pressure-treated Grade 'B' timber unless

other wise stated:

In floor joists, roof trusses, rafters, ceiling joist, (partitions ramps

Sawn pressure-treated Grade 'B' timber in floor joists, roof trusses,

rafters, ceiling joist, partitions ramps and including fixing.

8mm Gypsum plaster board in ceiling fixed complete including

38mm Thick skeleton-framed flush door covered both sides with

6mm plywood and ditto.

45mm "UAC" Superflex fibre cement board in ceiling fixed

complete including cutting

12mm Soft board in ceiling fixed complete including V-jointing

and cutting.

10mm Chipboard in ceiling fixed complete including butt or V-

joints and cutting.

SR/16


17/29

Percentage (%)


CARPENTER, JOINER AND IRONMONGER (Cont'd)

A 12mm Perforated acoustic boards fixed to walls as specified. m2 24.00

B m2 64.80

C m2 15.20

D m2 15.20

E m2 2.70

F m2 7.50

G m2 3.25

IRONMONGERY

Supply And Fix The Following Ironmongery: -

H 75mm Steel butt hinges. PR 2.50

I 100mm Ditto. PR 4.00

J 75mm Brass butt hinges. PR 6.50

K 100mm Ditto. PR 9.00

L 75mm Counter flap brass hinges. PR 6.50

M 50mm Brass cabin hook and eye. No. 1.50

N 100mm Cabinet 'D' handle equal to union 4800-04 A.S. No. 4.30

O 150mm Ditto Union 4800-06 A.S. or equivalent. No. 6.20

P No. 17.20

Q Set 300mm standard brass ditto. No. 55.20

R Window spring catch and fixing as specified. No. 11.00

S Window fastener and fixing ditto. No. 8.90

T Window handle and fixing ditto. No. 4.50

U Extruded aluminium hat and coat hook with rubber buffer. No. 4.80

V 200mm Brass barrel bolt. No. 8.00

W 250mm Ditto. No. 9.00

X 150mm x 19mm Aluminium lever action flush bolt. No. 15.00

Y 200mm x 19mm Ditto. No. 17.00

12mm Moulded acoustic ceiling complete with metal framing as

specified. (Standard Designs only).

50mm Thick resilient and flexible bonded fine glass fibre

malelining (Density 3/4 Ib/FC) and fixing to brick wall as

Layer of single sided reinforced aluminium foil insulation laid ditto

with 150mm laps (measured nett - no allowance made for laps).

25mm Thick 'Rockwool' mineral woolslab (No. 337) sandwiched

between limber framing (measured separately).

Galvanised chicken wire netting, 12mm mesh, fixed with tying

wire to purlins including 150mm laps (measured nett-no allowance

Set 300mm standard galvanised steel adjustable friction stays and

fixing-as specified.

50mm Ditto laid to slope of roof over chicken wire netting

(measured separately).

SR/17


18/29

Percentage (%)


IRONMONGERY (Cont'd)

Supply And Fix The Following Ironmongery: - (Cont'd)

A 150mm x 25mm Stainless steel flush bolt (Hope or equivalent). No. 13.00

B 25mm x 25mm Ditto (Ditto). No. 15.00

D 100mm x 50mm Flush pull (Union 1370 AS or equivalent). No. 8.50

E No. 11.00

F Ditto 50mm (Ditto). No. 15.00

G Ditto 62mm (Ditto). No. 20.00

H No. 73.00

I No. 380.00

J No. 420.00

K 25mm Diameter rubber door stop. No. 1.70

L 50mm Brass cupboard lock equal to union 4137. No. 10.00

M 62mm Cylinder sliding cupboard lock equal to Union 4346. No. 25.50

N Bathroom indicating bolt (Union 8094 CH or equivalent). No. 8.50

O 2 - Lever mortice lockset (Union or equivalent). No. 32.00

P 2 - Lever rebated mortice lockset (Ditto). No. 40.00

Q 3 - Lever mortice lockset (Ditto). No. 49.30

R 3 - Lever rebated mortice lockset (Ditto). No. 80.00

S 2 - Lever mortice deadlock with escutcheons (Ditto). No. 23.00

T 3 - Lever ditto No. 37.40

U 62mm Single cylindrical lockset (Union CZ 682 -1341 SC or equivale No. 34.00

V 62mm Rebated ditto (Union CZ 682 - 13 - 45 SC or equivalent). No. 38.00

W 62mm Double cylinder lockset (Union CZ 682 - 13-241 SC or equival No. 34.00

X 62mm Rebated ditto (Union CZ 682 -13 - 245 SC or equivalent). No. 38.00

Steel And Ironmongery:-

Y Kg 3.30

Z Kg 3.75

AA Kg 3.75Wrot iron straps, hangers, etc. complete with all bolts, washers, etc.

fixed complete.

Double action floor spring 44mm shoe (ditto) equal to Union 512-

Mild rolled steel in roof trusses, braces, gusset plates, bearing

plates, etc. including rivetting, welding, bolting, hoisting and

Mild rolled steel in angels, joists, channels, plates, etc. including

cutting, drilling, assembling, welding, rivetting, bolting, etc.

Brass cylinder padlock 38mm (Union 3102 or equivalent).

Approved single action central door closer equal to 'New Star

(Medium Duty).

Single action floor spring (hold open at 90°) equal to Union 524 -

L255 & 546 SC.

SR/18


19/29

Percentage (%)


Steel And Ironmongery:- (Cont'd)

A Wrot iron railings, doors, balustrades, ladders and grillers. Kg 3.75

B Kg 5.10

Supply And Fix The Following Complete With Nuts And Washers: -

(a) 19mm - 25mm Diameter bolts. Kg 5.10

(b) 12mm and 16mm Ditto. Kg 5.30

(c) 10mm Ditto. Kg 5.95

(d) 5/16" Ditto. Kg 5.95

(e) 6mm Ditto. Kg 5.95

C m2 9.75

D Galvanised B.R.C. weldmesh No. 32 ditto. m2 8.65

E m2 162.00

F Ditto with shutters in 20G galvanised iron sheet. m2 119.00

G PR 5.50

H Add for each additional louvre blade. No. 1.00

I 12mm x 12mm Mild steel burglar bars and fixing. m 2.60

J PR 9.00

K All for each additional louvre blade. No. 1.00

PAVIOR, PLASTERER AND TILE FIXER

L m2 11.50

M 32mm Thick ditto. m2 13.80

N m2 5.30

O m2 9.00

P 25mm Thick ditto. m2 10.20

Q 38mm Thick ditto. m2 10.80

R 19mm Thick ditto skirling 100mm high as specified. m 3.30

S m2 10.20

T 25mm Thick ditto. m2 10.80

U 38mm Thick ditto. m2 11.50

Mild steel hollow sections including cutting, drilling, assembling,

welding, etc.

Galvanised B.R.C. weldmesh No. 28 or other equal and approved

welded fabric and fixing.

Collapsible gates consisting of vertical channel pickets with low

friction 3mm x 6mm lattice bars complete pivoting on steel pins

with and including roller top hangers, bottom rollers, top and bottom guides, tracks, and fixing frames to concrete or brickwork

Pair of approved zinc annealed or baked enamel pressed steel

adjustable louvre slyle 3omm for three blades and fixing (Single

Pair of approved Zinc annealed or baked enamel pressed steel

adjustable louvre slyle 987mm for seven blades and fixing (Dual

19mm Thick cement and sand (1:2) water proofed rendering as

specified on concrete roof slab.

19mm Thick ditto skirling 150mm high with rounded top edge and

cove at bottom.

19mm Thick cement and sand (1:3) rendering to floor as specified.

19mm Thick cement and sand (1:3) rendering lo floor in coloured

cement as specified

SR/19


20/29

Percentage (%)


PAVIOR, PLASTERER AND TILE FIXER (Cont'd)

A 19mm Thick ditto skirting 100mm high as specified. m 3.60

B m2 54.00

C Quarry tile skirting 100mm high as specified. m 12.50

D Unglazed mosaic tile flooring as specified including screed. m2 43.20

E Unglazed mosaic tile skirting 100mm high as specified ditto. m 6.60

F m2 43.20

G Semi-glazed mosaic tile skirting 100mm high as specified ditto. m 8.20

H m2 44.50

I Terrazzo tile flooring as specified including screed. m2 54.00

J Ditto skirting 100mm high as specified. m 10.50

K m2 50.50

L m 9.85

M m2 60.00

N m 2.80

O 19mm Thick Granolithic flooring as specified. m2 12.00

P Ditto skirting 100mm high with rounded top edge and cove at bottom. m 2.65

Q m2 22.00

R 100mm High vinyl skirting. m 2.30

S 28mm x 3mm Aluminium strip fixed and cast in floor finish as specifi m 2.65

T m2 8.20

U 12mm Ditto to soffits, beams, etc. m2 8.50

V m2 10.20

W m2 44.00

X Ditto but coloured tiles ditto. m2 45.60

Y 150mm x 150mm x 6mm While glazed wall tiles, first quality, and ditt m2 46.80

Z Ditto but coloured tiles ditto. m2 48.00

19mm Thick ditto skirting 100mm high with rounded top edge and

cove at bottom.

Parquet flooring including screed as specified.

12mm x 75mm High timber skirting to match parquet flooring.

225mm x 225mm x 2mm Thick vinyl tile flooring including 19mm

cement and sand (1:3) screed.

16mm cement mortar (1:6) with plasticiser plastering in two coals

.is specified lo walls.

I9mm Cement and sand (1:3) rendering in two coats as specified

19mm Thick quarrv tile flooring, (100mm x 200mm; 106mm x

106mm: 150mm x 150mrn) red. including screeding as specified.

Semi-glazed mosaic tile flooring (Square pattern) as specified

including screed.

106mm x 106mm x 5.5m.m. While glazed wall tiles first qualityfixed including screed and all internal and external angles coved

and round edged tiles and all cutting and fining as specified.

Semi-glazed mosaic tile flooring (random pattern) as specified

including screed.

19mm Thick in-situ terrazzo flooring including 16mm (1:3) mortar

screed as specified.

SR/20


21/29

Percentage (%)


PLUMBER

A m2 28.00

B m2 34.50

C m 9.50

D m 11.20

E m 12.20

F m 10.50

G m 14.50

H m 13.80

I No. 8.00

J m 28.00

K Extra for bend. No. 12.00

L No. 15.00

M m 36.00

N Extra for bend. No. 15.00

O Ditto single branch with 75mm arm and inspection eye. No. 18.00

P m 50.00

Q Extra for bend. No. 18.00

R Ditto single branch with 100mm arm and inspection eye. No. 20.00

S m 60.00

T Extra for bend. No. 20.00

U Ditto, single branch with 150mm arm and inspection eye. No. 25.00

V

(a) Size 1125 litres (nominal) No. 420.00

(b) Size 900 litres (nominal) No. 360.00

(c) Size 450 litres (nominal) No. 280.00

Galvanised iron 16 gauge in flashings, collars, etc. including

jointing and cutting, fixed as specified.

Galvanised iron 16 gauge in gutters and valley linings including jointing and cutting fixed as specified.

Ditto single branch with 50mm arm and inspection

75mm Diameter medium duty coated cast iron soil and waste or

ventilating pipe as specified.

100mm Diameter medium duty coated cast iron soil, waste or


150mm Diameter medium duty coated casted cast iron soil, waste

or ventilating pipe as specified.

Galvanised iron 22 gauge 100mm diameter half round caves

gutters including brackets, bends, short lengths and top ends.

Ditto rainwater pipes 100mm diameter including bends,

holderbais, shoes and short lengths.

100mm Diameter P.V.C. rainwater downpipe including bends,

shoes, etc. and fixing to walls with holderbats. (Type: 'S - Lon

G150 DP' or equivalent).

150mm Half round P.V.C. rainwater gutter including fittings and

fixing with brackets.

Rivetted Galvanised Iron Water Tanks With Lids Fixed

Complete As Specified: -

22 Gauge galvanised iron rainwaler box gutter 600mm girthincluding fixing to timber and cutting hole for down pipe.

100mm x 75mm x 22 Gauge galvanised iron rainwater down pipe

and fixing to wall approved holderbats and including bends, shoes

and short lengths.

Approved galvanised wire balloon grating and fixing to end of

100mm diameter pipe.

50mm Diameter medium duty coated cast iron soil and waste or


SR/21


22/29

Percentage (%)


PLUMBER (Cont'd)

A Approved Fibreglass Water Tanks With Lids Fixed Complete: -



(c) Size 1125 litres (nominal) No. 650.00(d) Size 900 litres (nominal) No. 550.00

(e) Size 450 litres (nominal) No. 380.00

B Appro HDPE Storage Water Tanks With Lids Complete As Specified: -



(c) Size 900 litres (nominal) No. 520.00

(d) Size 450 litres (nominal) No. 190.00

(e) Size 230 litres (nominal) No. 5.30

C (a) No. 5.30

(b) 25mm Ditto. No. 6.80

(c) 32mm Ditto. No. 10.50

(d) 38mm Ditto. No. 15.80(e) 50mm Ditto. No. 25.00

(f) 75mm Ditto. No. 37.00

D (a) No. 32.00


E (a) No. 79.00

(b) 25mm Ditto. No. 137.00

(c) 32mm Ditto. No. 294.00

(d) 38mm Ditto. No. 336.00(c) 50mm Ditto. No. 420.00

(f) 75mm Ditto. No. 780.00

F (a) No. 9.50


(c) 25mm Ditto. No. 17.00

(d) 32mm Ditto. No. 23.00

(e) 38mm Ditto. No. 30.00

(f) 50mm Ditto. No. 44.00

G m 6.00

H 19mm Diameter ditto. m 6.90

I 25mm Diameter ditto. m 9.50

J 32mm Diameter ditto. m 12.20

K 38mm Diameter ditto. m 14.50

L 50mm Diameter ditto. m 18.00

M 62mm Diameter ditto. m 26.00

12mm Diameter galvanised mild .steel tubing in Class 'C' as

specified and including couplings, connectors, bends, elbows and

19mm Flanged tank connection and joints to

galvanised mild steel tubing and mild steel cistern

including welding flange to and perforation in cistern.

19mm High pressure equilibrium ball valve with

plastic ball and thread brazed on, brass stem and body

with flynut and load washers and fixing to cistern

including drilling cistern and jointing to cold water

12mm High pressure screw down stopcock and joints

to galvanised mild sleel tubing both ends.

19mm High pressure equilibrium ball valve with blown

copper ball and thread brazed on brass stem and body

with flynul and lead washers and fbcing to cistern

including drilling cisiem and jointing to cold water

SR/22


23/29

Percentage (%)


PLUMBER (Cont'd)

A 75mm Diameter ditto. m 33.80

B m 5.30

C 19mm Diameter ditto. m 5.90

D 25mm Diameter ditto. m 8.20

E 32mm Diameter ditto. m 10.50

F 38mm Diameter ditto. m 12.20

G 50mm Diameter ditto. m 15.10

H 62mm Diameter ditto. m 21.30

I 75mm Diameter ditto. m 28.20

J Supply And Fix The Following Sanitary Fittings: -(a) No. 25.00

(b) No. 30.00

(c) No. 45.50

(d) No. 31.60

(e) No. 25.00

(f) No. 45.00

(g) No. 300.00

(h) No. 227.00

(i) No. 296.00

(j) Ditto size 540mm x 450mm x 250mm ditto No. 347.00

(k) No. 197.00

(l) Ditto size 1050mm x 450mm ditto as specified. No. 230.00

(m) Ditto do but in aluminium. No. 140.00

(n) No. 480.00

Fireclay plain edge sink size 600mm x 400mm x

200mm complete with 38mm trap, 12mm chromium

plated pillar tap etc. as specified.

Single bowl and single drainer stainless steel sink size900mm x 450mm x 169mm complete with ½”

chromium plated pillar tap, 38mm trap etc. as

Double bowl and double drainer stainless steel sink

1800mm x 525mm complete with 12mm chromium

plated pillar taps, 38mm trap etc. as specified.

300mm x 150mm White glazed vitreous china

recessed combined dish and sponge holder.

550mm x 125mm Plate glasshelf complete with

chrome plated brass brackets.

600mm x 25mm Diameter chromium plated towel rail

with ball and brackets for fixing.

550mm x 400mm Bevelled edge plate glass mirror complete with 1/8" thick plywood backing and fixing

550mm x 400mm Ceramic tiles wash basin / overall

size of complete with 32mm ‘P’ trap with 38mm seal,

waste fittings with chain, plug and painted bracket

Ditto but with two 12mm chromium plated taps,

marked 'hot' and 'cold'.

12mm Diameter galvanised mild steel tubing in Class 'B' including

all bends, elbows, tees, fixed complete as specified.

150mm x 150mm Semi-recessed white glazed vitreous

china toilet roll holder.

150mm x 150mm Semi-recessed white glazed vitreous

china soap holder.

SR/23


24/29

Percentage (%)


PLUMBER (Cont'd)

(o) Squatting W.C. set as specified. No. 247.00

(p) Pedestal W.C. set as specified. No. 296.00

(q) No. 700.00

(r) Ditto 1.8m long ditto. No. 800.00

(s) No. 44.50

(t) No. 247.00

(u) While vitreous china urinal range of 2 bowls as specified No. 650.00

(v) White vitreous china urinal range of 3 bowls as specified No. 900.00

(w) No. 89.00

(x) No. 69.00

GLAZER

A 24 Oz. Clear sheet glass and glazing to wood or metal as specified. m2 23.80

B 32 Oz. ditto. m2 30.30

C 32 Oz. ditto louvre blade 150mm wide as specified. M 4.60

D 5mm Obscured glass and glazing to wood or metal as specified. m2 48.00

E Ditto in louvre blade 150mm wide as specified. m 5.60

F 5mm Clear sheet glass and glazing to wood or metal as specified. m2 45.50

G Ditto in louvre blades 150mm wide. m 5.60

H 6mm Non-actinic glass and glazing to wood or metal as specified. m2 97.00

I Ditto in louvre blades 150mm wide. m 13.20

J m 6.30

K 6mm Clear sheet glass and glazing to wood or metal as specified. m2 57.50

L Ditto in louvre blades 150mm wide. m 8.20

M 6mm Polished plate sheet glass and glazing to wood or metal as specif m2 99.40

N Ditto in louvre blade 150mm wide. m 13.80

O m2 205.00

P 5mm Grey heat absorbing glass and glazing to wood or metal as speci m2 106.00

Vitreous china division size 325mm x 600mm

(approximately) complete with hangers or fixing

5mm Rough rolled clear glass in louvre blade

6mm Georgian wired polished plate glass and glazing to wood or

metal as specified.

Chromium plated liquid soap dispenser (container in

glass) equal to shake H 5283.

Long bath in white porcelain enamelled iron 1512mm

long complete with 12mm chromium plated taps,

38mm trap etc. and as specified.

100mm Diameter chromium plated shower rose and

arm with swivel joint complete with 12mm chromium

White vitreous china single urinal bowl as specified

including automatic cistern and c.p. sparge pipes.

SR/24


25/29

Percentage (%)


GLAZER (Cont'd)

A Ditto in louvre blades 150mm wide. m 13.80

B 6mm Grey heat absorbing glass and glazing to wood or metal as speci m2 112.00

C m 14.80

PAINTER

D Knot, prime, stop and paint three coats of oil based paint on woodwor m2 4.30

E Ditto on surfaces not exceeding 75mm girth. m 0.90

F Ditto exceeding 75mm and not exceeding 150mm girth. m 1.20

G Ditto exceeding 150mm and not exceeding 225mm girth. m 1.55

H Ditto exceeding 225mm and not exceeding 300mm girth. m 1.80

I m2 4.20

J Ditto on surfaces not exceeding 75mm girth. m 0.90

K Ditto on surfaces exceeding 75mm and not exceeding 150mm girth. m 1.00

L Ditto on surfaces exceeding 150mm and not exceeding 225mm girth. m 1.20

M Ditto on surfaces exceeding 225mm and not exceeding 300mm girth. m 1.55

N m2 3.30

O m2 3.30

P m2 4.20

Q Stain and wax polish to approval on timber as specified. m2 5.10

R Prepare and apply two coats of floor dressing on parquet or other timb m2 3.60

S Wood preservative, two coats, on timber as specified. m2 2.20

T m2 6.50

U m2 4.60

V Ditto on surfaces not exceeding 75mm girth. m 1.00

W Ditto exceeding 75mm and not exceeding 150mm girth. m 1.10

X Ditto exceeding 150rnm and not exceeding 225mm girth. m 1.30

Y Ditto exceeding 225nun and not exceeding 300mm girth. m 1.40

Z Prepare and apply 2 coats of flame retardant paint on chipboard ceilin m2 8.20

Clean down, prime and paint three coats glass enamel paint on

metal surfaces generally as specified.

Clean down. dampen surface and supply two coats cement based

water paint on walls and soffits as specified.

Clean down and supply one coat of petrifying liquid and two coats

of distemper on walls as specified.

Clean down prime and paint three coals of emulsion paint on wallsand ceiling as specified.

Prepare and apply two coats of Sandtex Matt or equivalent on walls

and soffits.

Prepare, stain to approval and apply three coats varnish on surfaces

of woodwork.

Ditto in louvre blades 150mm wide.

SR/25


26/29

Percentage (%)


ROADS, CULVERTS, FENCING AND TURFING

A m2 1.80

B m2 11.00

C m2 6.80

D m2 4.80

E m2 2.40

F m2 16.80

G Concrete (l;3:6-25mm to 38mm) in culvert base. surround etc. m2 180.00

H m2 230.00

I Sawn formwork to culvert base, surround, head and wing walls. m2 16.50

J m 200.00

K 600mm Diameter ditto. m 280.00

L 750mm Diameter dino. m 400.00

M 900mm Diameter ditto. m 550.00

N m 25.00

O Ditto 2100mm high ditto 50mm Diamond mesh (No. 10 S.W.G.) ditto. m 40.00

P Ditto 1500mm high ditto 50nun Diamond mesh (12 S-W.G.) ditto. m 23.00

Q Ditto 2100mm high ditto 50mm Diamond mesh (12 S.W.G.) ditto. m 36.00

R m 2.70

S m 12.00

50mm Sand spread and levelled and well rolled and compacted to

falls and cambers with an 8 ton roller.

200mm (Finished) Thick crusher run base course consisting of two125mm loose layer of metal as described spread and levelled and

Ditto for chain link fencing having the bottom of mesh embedded

in concrete kerb.

Extra over last 4 items for chain link fencing 150mm high having

three (3) strands of 2 ply barb wire (13 gauge with 4 pointed barbs

at 75mm c/c) on top.

Apply one coat of 80/100 penetration bituminous binder seal as

described at the rate of 0.5 litres/nr on finished wearing course

including blinding with 19mm (nominal) stone and lightly rolled

Provide and lay 50mm thick premix carpet course consisting stones

of maximum size 19mm and including a bituminous emulsion tack

coat applied at the rate of 0.67 litre per m2 .

Reinforced Concrete (l:2:4-19mni) in culvert base surround, head

and wing walls.

450mm Diameter precast reinforced spun concrete pipe type 'Y'

and jointing with and including precast concrete collars in cement

mortar (1:1) including forming fillet all round at each end of

87mm (Finished) Layer of wearing course consisting of two layers

as described the 1st layer 62mm thick made up of 38mm - 62mm

aggregate and the 2nd layer 25mm thick made up of 25mm plus

aggregate each layer spread and levelled and well rolled and

compacted to falls and cambers including binding with 6mm

Apply one coal of 80/100 penetration bituminous binder as

described at a rate of 2 litres/nr on wearing course including

blinding with 19mm (nominal) stone and lightly rolled with a 6 ton

Chain link fencing 1500mm high consisting 50mm x 50mm x 6mm

painted steel angle posts at l0’0” centres with the bottom

embedded in concrete (1:3:6-25mm) and with 50mm diamond

mesh (No. 10 S.W.G.) galvanised chain link fence, including three

strands of No. 8 S.W.G. galvanised straining wire and including

50mm x 50mm x 6mm ainted steel an le comer struts embedded

SR/26


27/29

Percentage (%)


ROADS, CULVERTS, FENCING AND TURFING (Cont'd)

A No. 425.00

B Ditto 50mm diamond mesh (No. 13 S.W.G.) ditto. No. 410.00

C Ditto 62mm diamond mesh (No. 10 S.W.G.) ditto. No. 410.00

D Ditto 62mm diamond mesh (No. 12 S.W.G.) ditto. No. 400.00

E No. 18.50

F No. 40.80

G No. 153.00

H Ditto 50mm diamond mesh (No.12 S.W.G.) ditto. No. 144.50

I Ditto 62mm diamond mesh (No. 10 S.W.G.) ditto. No. 144.50

J Ditto 62mm diamond mesh (No. 12 S.W.G.) ditto. No. 136.00

K No. 39.10

L No. 7.60

M Provide 38mm brass cylinder padlock (Yale 3102 or equivalent). No. 11.00

N Ditto 50mm ditto No. 15.00

O Ditto 62mm ditto. No. 20.00

P m2 3.00

Q m2 3.80

R m2 4.50

(Tenderer) (Witness)

Date: Date:

Pair mild steel gate to suit opening size 3.6m x 1.5m comprising of

50mm x 50mm x 6mm mild steel frames and braces, 50mm

diamond mesh (No. 10 S.W.G.) chain link infill. 75mm diameter

class 'C' mild steel pipe posts embedded in concrete (1:3:6-25mni)and includin all necessar hin es lock lates bolts weldin and

Ditto for use of 100mm diameter in lieu 75mm diameter class 'C'

mild steel pipe posts.

Close turfing to banks on and including 50mm bed of black earth

and pegging all as specified.

Mild steel gate to suit opening size 900mm x 1500mm comprisingof 50mm x 50mm x 6mm painted mild steel frames and braces,

50mm diamond mesh (No. 10 S.W.G.) chain link infill, 50mm x

50mm x 6mm painted mild steel angle posts and struts embedded

in concrete (l:3:6-25mm) and including hinges, lock plate, bolt,

Extra over last 4 items for use of 75mm diameter class 'C mild

steel, pipe posts in lieu of 50mm x 50mm x 6mm mild steel angle

Extra over last 5 items for mild steel gate to suit opening size

900mm x .1800mm having three (3) strands of 2 ply barb wire (13gauge with 4 pointed barb @ 75mm c/c) on top.

Spot turfing on level surfaces at 450mm centres in chequered

pattern and including 50mm bed of black earth as specified.

Close turfing on level surface and including 50mm bed of black

earth as specified.

(*Delete this clause if not applicable)

Extra over last 4 items for mild steel gate to suit opening size 3.6m

x 1.8mhaving three (3) strands of 2 ply barb wire (13 gauge with 4

pointed barbs at 75mm c/c) on top.

The Rates contained in the foregoing Schedule of Rates shall be increased/decreased by ______ %. This increase/decrease does

not apply to any altered rate.

SR/27


28/29

DAYWORK LABOUR RATES

1 General Labour - Male Day 20

2 Ditto -Female Day 15

3 Concrete Leveller Screeder Day 30

4 Mason Day 48

5 Bricklayer Day 48

6 Carpenter and Joiner Day 48

7 Steel Bar Bender & Fixer Day 45

8 Pneumatic Tool Operator Day 37

9 Fitter Day 37

10 Welder Day 37

11 Plumber Day 37

12 Painter Day 37

Percentage (%)

Increase/Decrease

Only time on work actually done will be allowed A "Day" is considered to be normal working day of 8 hours.

Fractions of a day will be paid by "pro-rata" basis.

Rates for power-driven tools are not included in the labour rates but charges for hand tools shall be deemed to beincluded.

Rate (RM)ITEM DESCRIPTION UNIT

The Contractor shall produce for verification to the S.O. vouchers specifying the time and materials employed on

the work. If required, the contractor shall also produce his receipted bills and wages books in support of his

Where special mechanical plant is required for use on Dayworks, the cost to be paid to the Contractor shall be

subject to agreement by the S.O.

The cost of any material supplied by Government for use on Dayworks shall not be taken into account when

calculating the amount on which the 15% addition is based.

DAYWORK RATES

Daywork rates will only be used as a basis for payment when normal rates for supply and fix (as stated before)

are not applicable. No work shall be carried out on Dayworks basis except when ordered in writing by the

When work is so ordered the Contractor shall be paid Daywork Prices plus 15%, which shall include for the use

of all ordinary plant, tools and scaffolding, supervision, establishment charges and profit. Day work prices shall

be taken to mean the actual prime cost to the Contractor of his materials, transport and labour for the work

SR/26


29/29

(Superintending Officer)

Date:

(Contractor)

(Witness) (Witness)

Date: Date:

The foregoing Schedule of Rates and percentage increase or decrease and Daywork Labour Rates as set down by

the successful tenderer on Pages SR/1 to SR/26 inclusive have been scrutinized and agreed to by me as

reasonable.

CONTRACT NO. ____________________________ of the year ______________ entered into parties to this

Schedule of Rates consisting of ______________ pages, number 1 to _____________ inclusive which shall be

read and construed as part of the said Contract.

schedule of rate- jkr- malaysia

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