Sec C- 3 Sch of Rates JKR

SR/1

NEGERI SABAH, MALAYSIA SCHEDULE OF RATE

JABATAN KERJA RAYA

1. This Schedule of Rates shall form part of the Contract for

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

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 them accordingly.

This Schedule of Rates duly filled in (or amended) and signed must be returned together with the Tender Form.

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 profit.

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.

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.

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 making good any other sundry items of a like nature.

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/2

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19. Abbreviations:-

No = Numberm = Metrem2 = Metre Squarem3 = Metre CubeKg = KilogramPR = PairN.A = Not Applicable

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 trimming for openings.

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.

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 and any other sundry items of a like nature.

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 site.

Rates for driving of precast concrete piles and reinforced concrete extension pile include for travelling of pile frame about the site.

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.

SR/3

ITEM DESCRIPTION UNIT Rate (RM)Percentage (%)

Increase/Decrease

SR/4


Increase/Decrease

SR/5


Increase/Decrease

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

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 approved bituminous paint 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.

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.

SR/6


Increase/Decrease

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 2.00

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

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.

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 penetration/driving only)

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 encasing in pile cap.

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 all extra costs in setting out and diving one pile before commencement of the main piling works.

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 and removal 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.

25mm - 16mm Diameter mild steel bar reinforcement as specified in precast concrete piles or extension piles.

SR/7


Increase/Decrease

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 Ditto 9m long ditto. No. 26.00

J Ditto 12m long ditto. No. 30.00

K Ditto 6m long for driving singly. No. 17.00

L Ditto 9m long ditto. No. 26.00

M Ditto 12m long ditto. 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

Precast Concrete Piles: - (Contd)

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

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 end of pile.

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.

Handle, transport and pitch 300mm x 300mm precast concrete pile or extension pile 6m long for driving in clusters.

Drive only 300mm x 300mm precast concrete piles not exceeding 9m long singly the final set as required by the S.O.

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 junctions with cap before casting including forming 32mm diameter central hole.

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 bottom of extension pile.

16mm x 16mm (Overall) Fillet weld connection 1.2m girth between chamfered edges of head and base caps.

SR/8


Increase/Decrease

A No. 51.00

B No. 25.50

Testing:-

C m 4.30

D No. 70/ton

E Ditto and test a subsequent pile ditto. No. 60/ton

SECTION B - 375mm x 375mm PILES: -

F L Sum 2550.00

G m 50.00

H Kg 2.00

I 41mm Diameter ditto. Kg 2.00

J 12mm Diameter ditto. 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

Extension Using Couplings: - (Cont'd)

Strip concrete from 600mm length of 300mm x 300mm reinforced concrete pile and bend and bind the exposed reinforcing rods to the reinforcement in the pile cap.

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

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 commencement of the main piling works.

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.

32mm Diameter mild steel bar reinforcement as specified in precast concrete piles or extension piles.

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 end of pile.

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.

SR/9


Increase/Decrease

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

PRECAST CONCRETE PILES (Cont’d)

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

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.

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.

16mm x 16mm (Overall) Fillet weld connection, 1.5m girth between chamfered edges of head and base caps.

Strip concrete from 600mm length of 375mm x 375mm reinforced concrete pile and bend and bind the exposed reinforcing rods to the reinforcement in the pile cap.

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

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 extra costs in setting out and driving one pile before commencement of the main piling work.

SR/10


Increase/Decrease

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 tip. m3 2.60

U Ditto excess/surplus rock ditto. m3 3.90

PRECAST CONCRETE PILES (Cont’d)

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).

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 specified (By hand).

Excavate for foundation trenches, pier holes, manholes, septic 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).

Excavate for foundation trenches, pier holes, manholes, septic 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).

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).

SR/11


Increase/Decrease

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 CentGravel 10SandOrdinary Earth 25ClayChalkRock 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 m3 265.00

I Ditto but using granite. m3 290.00

J m2 9.00

EXCAVATOR (Cont'd)

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 each subsequent 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 consolidating as directed.

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 types of excavated materials after excavation: -

121/2

331/2

331/3

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.

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

19mm thick waterproofed concrete (1:2:2 - 6mm or 10mm) topping laid to falls on concrete roof slab.

SR/12


Increase/Decrease

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. 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 stages. m2 2.20

Q Extra over sawn formwork for wrot faces. m2 5.50

R m2 6.50

S m 7.25

CONCRETOR (Cont'd)

Mild steel bars in reinforcement to concrete work generally, including all cutting, bending and placing in position.

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)

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.

SR/13


Increase/Decrease

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 reinforcement m 9.85

H m 11.50

Bricklayer & MasonI 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 sides. m2 53.00

O Extra over standard brickwork for fair face one side, including pointing. 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 specified. 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 specified. m2 211.00

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

CONCRETOR (Cont'd)

Sawn Formwork As Specified: - (Contd')

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 in approximately 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 super).

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

Damp proof course as specified (measured nett with no allowance added for laps) in various widths as specified.

SR/14


Increase/Decrease

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 1.8m deep di 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 specified. 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 specified. 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. 11.90

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 specified.

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 specified.

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.

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 rendered in 12mm cement and sand (1:3) trowelled smooth.

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).

100mm Diameter salt glazed stoneware half round section main channel bend and ditto.

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.

100mm Diameter salt glazed stoneware three-quarter section curved branch channel bend and jointing in cement and sand (1:3).

SR/15


Increase/Decrease

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 with open join m 10.00

J 150mm Diameter ditto. m 16.50

ROOFER

K Clay roofing tiles laid to 338mm gauge on and including battens as specified. 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 specified. 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 girth 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

DRAINLAYER (Cont'd)

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 sealing cover in grease.

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/16


Increase/Decrease

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 including fi m2 41.00

P 12mm Soft board in ceiling fixed complete including V-jointing and cutting. m2 18.00

Q m2 21.00

R 12mm Ditto m2 23.00

S 8mm Gypsum plaster board in ceiling fixed complete including cutting. 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

The following in wrot pressure-treated Grade 'B' timber unless other wise stated:

In floor joists, roof trusses, rafters, ceiling joist, (partitions ramps and including fixing).

Sawn pressure-treated Grade 'B' timber in floor joists, roof trusses, rafters, ceiling joist, partitions ramps and including fixing.

38mm Thick framed, ledged and braced doors and windows including fixing but excluding ironmongery (measured overall).

38mm Thick skeleton-framed flush door covered both sides with 6mm plywood and ditto.

10mm Chipboard in ceiling fixed complete including butt or V-joints and cutting.

45mm "UAC" Superflex fibre cement board in ceiling fixed complete including cutting

SR/17


Increase/Decrease

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

CARPENTER, JOINER AND IRONMONGER (Cont'd)

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 specified.

50mm Ditto laid to slope of roof over chicken wire netting (measured separately).

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 made for laps).

Set 300mm standard galvanised steel adjustable friction stays and fixing-as specified.

SR/18


Increase/Decrease

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 Double action floor spring 44mm shoe (ditto) equal to Union 512-122 BA. 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 equivalent). 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 equivalent). 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 3.75

IRONMONGERY (Cont'd)

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

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.

Mild rolled steel in roof trusses, braces, gusset plates, bearing plates, etc. including rivetting, welding, bolting, hoisting and fixing.

Mild rolled steel in angels, joists, channels, plates, etc. including cutting, drilling, assembling, welding, rivetting, bolting, etc.

Wrot iron straps, hangers, etc. complete with all bolts, washers, etc. fixed complete.

SR/19


Increase/Decrease

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

Steel And Ironmongery:- (Cont'd)

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 and casting bottom track in concrete floor.

Pair of approved zinc annealed or baked enamel pressed steel adjustable louvre slyle 3omm for three blades and fixing (Single control).

Pair of approved Zinc annealed or baked enamel pressed steel adjustable louvre slyle 987mm for seven blades and fixing (Dual control).

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 lo floor in coloured cement as specified

SR/20


Increase/Decrease

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 Parquet flooring including screed as specified. m2 60.00

N 12mm x 75mm High timber skirting to match parquet flooring. 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 specified. m 2.65

T m2 8.20

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

V I9mm Cement and sand (1:3) rendering in two coats as specified on walls. 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 ditto. m2 46.80

Z Ditto but coloured tiles ditto. m2 48.00

PAVIOR, PLASTERER AND TILE FIXER (Cont'd)

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.

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.

19mm Thick ditto skirting 100mm high with rounded top edge and cove at bottom.

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.

106mm x 106mm x 5.5m.m. While glazed wall tiles first quality fixed including screed and all internal and external angles coved and round edged tiles and all cutting and fining as specified.

SR/21


Increase/Decrease

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.

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.

22 Gauge galvanised iron rainwaler box gutter 600mm girth including 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 ventilating pipe 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 ventilating pipe as specified.

150mm Diameter medium duty coated casted cast iron soil, waste or ventilating pipe as specified.

Rivetted Galvanised Iron Water Tanks With Lids Fixed Complete As Specified: -

SR/22


Increase/Decrease

A Approved Fibreglass Water Tanks With Lids Fixed Complete: -(a) Size 3600 litres (nominal) No. 1500.00(b) Size 1800 litres (nominal) No. 750.00(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: -(a) Size 4000 litres (nominal) No. 2750.00(b) Size 1800 litres (nominal) No. 980.00(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

(b) 25mm Ditto. No. 63.00

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

(b) 19mm Ditto. No. 15.00(c) 25mm Ditto. No. 17.00

32mm Ditto. No. 23.0038mm 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

PLUMBER (Cont'd)

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 tubing.

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 tubing.

12mm High pressure screw down stopcock and joints to galvanised mild sleel tubing both ends.

(d) (e)

12mm Diameter galvanised mild .steel tubing in Class 'C' as specified and including couplings, connectors, bends, elbows and tees.

SR/23


Increase/Decrease

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

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

PLUMBER (Cont'd)

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.

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 with chromium plated dome headed fixing screws and cork washers.

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 supports.

Ditto but with two 12mm chromium plated taps, marked 'hot' and 'cold'.

Fireclay plain edge sink size 600mm x 400mm x 200mm complete with 38mm trap, 12mm chromium plated pillar tap etc. as specified.

(j) Ditto size 540mm x 450mm x 250mm ditto

Single bowl and single drainer stainless steel sink size 900mm x 450mm x 169mm complete with ½” chromium plated pillar tap, 38mm trap etc. as specified.

Double bowl and double drainer stainless steel sink 1800mm x 525mm complete with 12mm chromium plated pillar taps, 38mm trap etc. as specified.

SR/24


Increase/Decrease

(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 ditto. No. 650.00

(v) White vitreous china urinal range of 3 bowls as specified ditto. 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 specified. 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 specified. m2 106.00

PLUMBER (Cont'd)

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 plated stopcock.

White vitreous china single urinal bowl as specified including automatic cistern and c.p. sparge pipes.

Vitreous china division size 325mm x 600mm (approximately) complete with hangers or fixing screws.

Chromium plated liquid soap dispenser (container in glass) equal to shake H 5283.

5mm Rough rolled clear glass in louvre blade

6mm Georgian wired polished plate glass and glazing to wood or metal as specified.

SR/25


Increase/Decrease

A Ditto in louvre blades 150mm wide. m 13.80

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

C m 14.80

PAINTER

D Knot, prime, stop and paint three coats of oil based paint on woodwork. 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 timber floor. 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 ceiling. m2 8.20

GLAZER (Cont'd)

Ditto in louvre blades 150mm wide.

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 walls and 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.

SR/26


Increase/Decrease

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 two 125mm loose layer of metal as described spread and levelled and ditto.

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 (nominal) stone.

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 roller.

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 with a 6 too roller.

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 collars.

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 painted steel angle comer struts embedded in concrete (1:3:6-25mm) base.

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.

Ditto for chain link fencing having the bottom of mesh embedded in concrete kerb.

SR/27


Increase/Decrease

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: (*Delete this clause if not applicable)

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

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 including all necessary hinges, lock plates, bolts welding and painting.

Extra over last 4 items for mild steel gate to suit opening size 3.6m x 1.8m having three (3) strands of 2 ply barb wire (13 gauge with 4 pointed barbs at 75mm c/c) on top.

Ditto for use of 100mm diameter in lieu 75mm diameter class 'C' mild steel pipe posts.

Mild steel gate to suit opening size 900mm x 1500mm comprising of 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, welding and painting.

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 posts.

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 (13 gauge 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.

Close turfing to banks on and including 50mm bed of black earth and pegging all as specified.

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/26

DAYWORK RATES

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

ITEM DESCRIPTION UNIT Rate (RM)

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

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 Superintending Officer.

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 concerned.

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 accounts.

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.

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.

Percentage (%) Increase/Decrease

SR/27

(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.

Sec C- 3 Sch of Rates JKR

Documents

moulds finishing

exposed reinforcing

lever mortice

additional

chain link

mild steel

main piling

glazed wall