bq road

Item Description Unit Qty. Rate

ROAD AND HARDSTANDING

Excavate commencing from existing platform level, get out, part

return, fill in and ram deposit, spread in making up levels where

directed within site and remainder load and cart away

To reduce levels

A average 550mm deep (Provisional) m3 2,132

Trim, levelling and grading sub-grade; rolling to the required

chamber and gradient

B at road sub-grade level m2 3,877

imported fill materials; spreading, laying to gradients and chambers;

compacting in layers by mechanical means

Granular sub-base

C 50mm thick m2 3,877

Crusher run

D 375mm thick m2 3,877

Approved bituminous tack coat spread on top premix road

E generally m2 3,877

Premix surfacing

Premix 'Asphaltic concrete' surfacing compound wearing/ binder

course; spread, levelled and rolled to the required chambers and

gradient

F 75mm thick binder course (ACBC 28) m2 3,877

G 50mm thick wearing course (ACWC 14) m2 3,877


To Collection RM


ROAD AND HARDSTANDING (Cont'd)

Road kerb

Cast in-situ concrete Grade 20 kerb including all necessary bend,

curves and intersection; finished fair on all exposed surfaces bedded

jointed in Grade 15 concrete haunching of 450mm width x 325mm

high including all necessary excavation, concrete & formwork etc, all

as detailed in Engineer's Drawing No.:PL/SJKC/101018/RD/DT/01

A 610mm x 150mm x 300mm high m 722

B

EXTRA OVER for cast in-situ concrete kerb with 290mm x

205mm oulet opening including all necessary formwork and

reinforcement

No 111

Prepare and apply one sealer coat and two finishing coat of acrylic

pint to concrete kerb

C 610mm x 300mm x 300mm high m 722

Glazed wire scupper pipe bedded and jointed in 150mm thick

concrete haunching semi surround to road side drain (In 111 No.)

D 225mm diameter m 227

Road Marking (Provisional)

Preparing; applying two coats of hot applied thermoplastic road

marking paint; on concrete / premix surfaces areas; all detailed in

Engineer's Drawing No. PL/SJKC/101018/RD/DT/04

E Straight ahead directional arrow No 25

F Right turn arrow sign No 1

G Straight and Left turn arrow sign No 1

H Left and Right turn arrow sign No 1

J 150mm wide road edge line marking m 722

K 100mm wide centre line marking m 518

L Double line marking each line 100mm wide m 147


To Collection RM



Stop lines

A 200mm wide m 17

B 100mm wide m 11

C 83mm X 360mm x 12 Gauge galvanised steel guardrail as described

to profile fixed on and including 178mm x 76mm G. I. channel

section to 360mm length and 178mm x 76mm G. I. channel section

2.18m length embedded in 400mm diameter x 915mm high Garde

20/40 concrete at 1.9m centres, including all fixing screws, bolts and

nuts, flat plate washers and all incidental excavation, laid in straight

or curve on plan, all detailde in Engineer's drawings No.:

PL/SJKC/101018/RD/DT/06

m 189

Supply and instal road signages as described comprising 75mm

diameter galvanised iron post painted to local authority's

requirements embedded in Grade 15 mass concrete, all as detailed

in Engineer's Drawings No.: PL/SJKC/101018/RD/DT/04

(Provisional)

D Stop Sign (RP.1) No 3

E Yield Sign (RP.13) No 2

F Chevron Sign (WD.39a) No 6

G Left and Right Bends Sign (WD.10) No 2

H Chevron Sign (WD.44) No 2

J Speed Limit (RP.7) No 4

Making good

Allow for reinstatement of the public road and making good all works

disturbed after completion of the road works, to comply the

Authorities' requirement

1

K Generally Item - -




Slope Protection by Close Turfing (Provisional)

A Approved 75mm thick coarse clean sand blanket with 50mm thick

approved black vegetable soil, spread, levelled, well rolled and

compacted to receive turfing (measured separately)

m2 3,000

B Close turfing to flat or sloping surfaces with approved good grade

cow grass with an approximate turf size of 225mm x 225mm as

described nailing with and including 10mm diameter 300mm long

hardwood laid on 50mm thick approved semi compacted black

vegetable soil (measured separately) and including watering, rolling,

weeding and tending until firmly established, replacing badly ground

areas as directed and preparation works consisting of levelling and

trimming surfaces

m2 3,000

C Allow for labour, plant, materials and everything else necessary to

provide 12 months of full time intensive maintenance of all planted

turfing within boundary including watering, weeding on continous

basis, fertilising on monthly intervals using compound fertiliser,

mowing at 3 weeks intervals and top dressing to level the ground on

continous basis. Contractor shall replace any wilted grass at his own

cost

item - -

……………………………………….

Allow for all other works not listed above but shown on the drawing

or referred to in the Specification or Preambles or which are

necessary to ensure completion of the works in this bill (item to be

specified)

…………………………………………………………………………

…………………………………………………………………………

………………………………………………………………………….


RMTo Collection



COLLECTION

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RMTo Collection


STORM WATER DRAINAGE SYSTEM

Precast concrete box culvert with cover

Precast concrete box culvert G40; collar joints; jointing in cement

mortar (1:2); with and including 200mm thick hardcore, excavation,

getting out; part returning and compacting; removing surplus

excavated materials from site, as detailed in Engineer's Drawing No.:


A 900mm x 1200mm depth laid in trench m 12

Reinforced concrete drain

Construct reinforced concrete drain consist of 150mm thick wall and

base with 2 layer of BRC A8; complete with 50mm thick lean

concrete, 200mm x 150 mm concrete beam on top at 4m centre to

centre and 50mm diameter PVC pipe with 10mm sized aggregate

wrapped with filter cloth at 4m centre to centre at both side of walls;

with and including excavation, getting out; part returning and

compacting; removing surplus excavated materials from site, as

detailed in Engineer's Drawing No.: PL/SJKC/101018/RD/DT/04

750mm x 750mm depth internally

B not exceeding 1000mm deep m 156

C exceeding 1000mm but not exceeding 1500mm deep m 89

cascasing drain of size

D 750mm / 1050mm x 1050mm depth internally m 63

E 1200mm / 1500mm x 1200mm depth internally m 147

Sump

Reinforced concrete sump; construct of 150mm thick wall and base

with Y10-150 c/c both way; with and including 50mm thick lean

concrete, formwork, excavating pits, part returning and compacting;

removing surplus excavated materials from site and building in ends

of drains and culvert; as detailed in Engineer's Drawing No.:


1500mm x 1500mm internally

F not exceeding 1500mm deep to invert No 3

To Final Summary RM



STORM WATER DRAINAGE SYSTEM (Cont'd)

Mild steel sump grating

Sump cover gratings complete with hinges; all welded together;

painting with two coats biuminous paint; placing in position; as

detailed in Engineering's Drawing No.: PL/SJKC/101018/RD/DT/02

A 1500mm x 1500mm wide No 3

Trash screen

Trash screen consisting of top & side member 50mm x 12mm thk.

Galvanised m.s flat, bottom member 75mm x 12mm thk. Galvanised

m.s flat and verical member consisting of T12 diameter galvanised

m.s bar welded to galvanised m.s flat at 50mm c/c with 250mm high

x 150mm width x 100mm thk. 1:3:6 concrete mix stopper at both

ends : as detailed in Engineer's Drawing No.


B overall size 1500mm x 600mm high No 1

…………………………………………

CAllow for new drainage connection to the existing main drain / sump;

including all necessary fitting, excavation, backfilling, etc; making

good all work disturbed; all as per Engineer's specification

item - -

Testing

D Allow for testing, cleaning and disinfecting the whole Storm

water Drainage System to the satisfaction of the Engineer

and/or Local Authorities and make good all defects

item - -

……………………………………………..

Allow for all other works not listed above but shown on the drawings

or referred to in the Specification or Preambles or which are

necessary to ensure completion of the works in this bill (item to be

specified)

…………………………………………………………………….

…………………………………………………………………….

…………………………………………………………………….

To Collection RM



STORM WATER DRAINAGE SYSTEM (Cont'd)

COLLECTION

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To Collection RM


RETAINING STRUCTURE (CH 225.00 TO CH 275.00)

PILING WORKS (PROVISIONAL

Notes:

1 This Bill is to be read in conjunction with the foregoing General

Conditions, Preliminaries and Specifications

2 The words "as described" where used in tis Bill mean as described

in the above documents

3The quantities given for piling works are Provisional and Payment

sall be made based on site measurement of actual work done

4The Contractor may carry out his own soil investigation in addition to

the information that may be given. All cost in connection there with

shall be deemed to be included in the piling rates

5 Payable length for piles shall be as follows

(a) Driving of piles shall be measured and paid for in linear metre

measured from the toe of the pile when pitched to the toe of the

pile when driven

(b) The supply of piles shall be measured and paid for in linear

metre measured from the toe of the pile when pitched to the toe of

the pile when driven

Piling Equipment

Provide all necessary plant, equipment and tools; including

transporting to the site, assembling, dismantling and removing from

site after conmpletion of the works

A hydraulic hammer system item - -

handling and moving piling plant and equipment about the site;

including all necessary temporary work in conection therewith

B hydraulic hammer system item - -

Piling records

submit piling records in triplicate duly signed by the Contractor and

the Engineer's representative and delivered to the Engineer as work

proceeds

C reinforced concrete piling system item - -


To Final Summary RM


RETAINING STRUCTURE (Cont'd)

Reinforced Concrete Piling; Grade 45

Supplying and delivering to site reinforced concrete pile

A 150mm x150mm; initial pile in 6.00m length No 125

B 150mm x150mm; extension pile in 6.00m length No 125

C 150mm x150mm; extension pile in 3.00m length No 250

Unloading, transporting, handling and pitching for driving

D 150mm x150mm; initial pile in 6.00m length No 125

E 150mm x150mm; extension pile in 6.00m length No 125

F 150mm x150mm; extension pile in 3.00m length No 250

Drive by hydraulic hammer vertical Precast Reinforced Concrete

Sirim approved piles singly orin cluster

G 150mm x 150mm pile m 2,250

Mild steel connection plates; butt welding plates

H extension joints; to 150mm x 150mm R.C. Pile No 375

Cutting off pile head to specified depths; include for out-of-sequence

working and returning at a later stage to complete operation and

preparing reinforcement for connection and removing surplus

lengths from site

J 150mm x 150mm pile No 125

Pile Dynamic Load Test (PDA)

Supply all necessary equipment to conduct dynamic load tests using

pile driver analyser (PDA) on selected 200mm x200mm piles to

determine pile integrity and load carrying capacity including

mobilisation and demobilisation of all equipment and submission of 3

sets of reports to the S.O.

K 150mm x 150mm pile No 2


To Collection RM



Excavate; commencing from finished ground levels; get out, part

return, fill in and ram deposit, sread in making levels where directed

within site and remainder load and cart away

Retaining walls base

A not exceeding 1.50m deep m3 379

B 1.51m - 3.00m deep m3 253

Imported fill materials; spreading, leveling and compacting in layer;

20mm diameter aggregate

Back of retaining walls

C 1000mm thick m2 319

Hardcore bed consisting of hard, dry broken brick or stone, spread

and levelled and well consolidated

150mm thick

D retaining wall base m2 208

Concrete Grade 15 spread and levelled as described

Blindings; 50mm thick

E retaining base m2 208

Vibrated reinforced concrete Grade C30 as descibed

Retaining wall base

F generally m3 65

Retaining walls

G 225mm thick m2 334


To Collection RM



High tensile steel bar reinforcement

Retaining wall bases

A 16mm diameter bar kg 5,979

B 10mm diameter bar kg 2,083

Retaining walls

C 16mm diameter bar kg 12,681

D 10mm diameter bar kg 2,074

Sawn formwork as described

Sides; vertically

E edge of base; 300mm high m 300

F retaining walls m2 668

Weep hole

To supply and install 75mm diameter weep hole comlete with

300mm x 300mm x 300mm agregate wrapped with 1 layer of

geotextile; all detailed in Enginner's Drawing No.:

PL/SJKC/101018/EW/DT/04

G 225mm long No 130


or referred to in the Specifications or Preambles or which are

necessary to ensure completion of the works in this bill (items to be

specified)

…………………………………………………………………….

…………………………………………………………………….

…………………………………………………………………….


To Collection RM



COLLECTION

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Page No. 3/4 ………………………………………………… ……. ………


To Collection RM



PILING WORKS (PROVISIONAL

Notes:

1 This Bill is to be read in conjunction with the foregoing General

Conditions, Preliminaries and Specifications

2 The words "as described" where used in tis Bill mean as described

in the above documents

3The quantities given for piling works are Provisional and Payment

sall be made based on site measurement of actual work done

4The Contractor may carry out his own soil investigation in addition to

the information that may be given. All cost in connection there with

shall be deemed to be included in the piling rates

5 Payable length for piles shall be as follows

(a) Driving of piles shall be measured and paid for in linear metre

measured from the toe of the pile when pitched to the toe of the

pile when driven

(b) The supply of piles shall be measured and paid for in linear

metre measured from the toe of the pile when pitched to the toe of

the pile when driven

Piling Equipment

Provide all necessary plant, equipment and tools; including

transporting to the site, assembling, dismantling and removing from

site after conmpletion of the works

A hydraulic hammer system item - -

handling and moving piling plant and equipment about the site;

including all necessary temporary work in conection therewith

B hydraulic hammer system item - -

Piling records

submit piling records in triplicate duly signed by the Contractor and

the Engineer's representative and delivered to the Engineer as work

proceeds

C reinforced concrete piling system item - -

To Collection RM




Reinforced Concrete Piling; Grade 45

Supplying and delivering to site reinforced concrete pile

A 240mm x 240mm; initial pile in 6.00m length No 78

B 240mm x 240mm; extension pile in 6.00m length No 78

C 240mm x 240mm; extension pile in 3.00m length No 156

Unloading, transporting, handling and pitching for driving

D 240mm x 240mm; initial pile in 6.00m length No 78

E 240mm x 240mm; extension pile in 6.00m length No 78 -

F 240mm x 240mm; extension pile in 3.00m length No 156

Drive by hydraulic hammer vertical Precast Reinforced Concrete

Sirim approved piles singly orin cluster

-

G 240mm x 240mm pile m 1,404

Mild steel connection plates; butt welding plates

H extension joints; to 240mm x 240mm R.C. Pile No 234

Cutting off pile head to specified depths; include for out-of-sequence

working and returning at a later stage to complete operation and

preparing reinforcement for connection and removing surplus

lengths from site

J 240mm x 240mm pile No 78

Pile Dynamic Load Test (PDA)

Supply all necessary equipment to conduct dynamic load tests using

pile driver analyser (PDA) on selected 200mm x200mm piles to

determine pile integrity and load carrying capacity including

mobilisation and demobilisation of all equipment and submission of 3

sets of reports to the S.O.

K 240mm x 240mm pile No 2


To Collection RM



Excavate; commencing from finished ground levels; get out, part

return, fill in and ram deposit, sread in making levels where directed

within site and remainder load and cart away

Retaining walls base

A not exceeding 1.50m deep m3 569

B 1.51m - 3.00m deep m3 2,788

Imported fill materials; spreading, leveling and compacting in layer;

20mm diameter aggregate

Back of retaining walls

C 1000mm thick m2 583

Hardcore bed consisting of hard, dry broken brick or stone, spread

and levelled and well consolidated

150mm thick

D retaining wall base m2 358

Concrete Grade 15 spread and levelled as described

Blindings; 50mm thick

E retaining base m2 358

Vibrated reinforced concrete Grade C30 as descibed

Retaining wall base

F generally m3 288

Retaining walls

G 225mm thick m2 583


To Collection RM



High tensile steel bar reinforcement

Retaining wall bases

A 32mm diameter bar kg 24,363

B 25mm diameter bar kg 7,432

C 16mm diameter bar kg 7,507

Retaining walls

D 32mm diameter bar kg 37,549

E 25mm diameter bar kg 11,543

F 16mm diameter bar kg 9,517

G 10mm diameter bar kg 380

Sawn formwork as described

Sides; vertically

H edge of base; 300mm high m 143

J retaining walls m2 1,289

Weep hole

To supply and install 75mm diameter weep hole comlete with

300mm x 300mm x 300mm agregate wrapped with 1 layer of

geotextile; all detailed in Enginner's Drawing No.:

PL/SJKC/10108/EW/DT/04

K 225mm long No 99


or referred to in the Specifications or Preambles or which are

necessary to ensure completion of the works in this bill (items to be

specified)

…………………………………………………………………….

…………………………………………………………………….

…………………………………………………………………….


To Collection RM



COLLECTION

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To Collection RM

To Final Summary RM

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bq road

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