EARTHWORKS & TEMPORARY WORKS FOR

TAMAN ARA DAMAI

KERJA TANAH UNTUK CADANGAN PEMBANGUNAN BERCAMPUR YANG TERDIRI DARIPADA :
1. 77 UNIT KEDAI PEJABAT 2 TINGKAT ( 20'x 60')
2. 74 UNIT RUMAH BERKEMBAR 1 TINGKAT (32'x 80')
3. 1450 UNIT RUMAH TERES 1 TINGKAT (20'x 70')
4. 468 UNIT RUMAH KOS RENDAH "TOWN HOUSE"HAK MILIK STRATA (650 KP/UNIT) DENGAN KEMUDAHAN MASYARAKAT
(DEWAN ORANG RAMAI/
TADIKA/PEJABAT PENGURUSAN)
5. 1 UNIT DEWAN ORANG RAMAI
6. 1 TAPAK SEKOLAH
7. 1 TAPAK SURAU
8. 1 TAPAK PENJAJA DAN PASAR
9. 1 TAPAK RUMAH IBADAT BUKAN ISLAM
10. 3 TAPAK KEMAJUAN MASA HADAPAN (PERNIAGAAN)
11. 1 TAPAK LOJI KUMBAHAN
12. 1 UNIT TAPAK PPU
13. 8 UNIT PENCAWANG TNB
14. 1 UNIT PENCAWANG TNB PADAT
DI ATAS LOT 1640, JALAN TASEK GELUGOR - ARA KUDA , MUKIM 13, SEBERANG PERAI UTARA, PULAU PINANG.
UNTUK TETUAN QUALIFIED MANAGEMENT CONSORTIUM SDN BHD.

FINAL SUMMARY

Item Description Amount (RM)

1 Preliminaries

2 Prime Cost & Provisional Sums

3 Earthworks & Temporary Works:-

3.1 - Phase 1

3.2 - Phase 2

3.3 - Phase 3

3.4 - Phase 4

3.5 - Phase 5

TOTAL CARRIED TO FORM OF TENDER

*************************
NOTE :
The client reserves the rigth to omit any part of the works/phase at any time, the Contractor
shall have no claim against the client for any alleged loss of profit or expense.

CONTRACTOR : __________________________________

COMPANY STAMP : __________________________________

WITNESS : __________________________________

DATE : __________________________________
 BILL NO. 1 PRELIMINARIES

Amount
Item Description
(RM)

PRELIMINARIES

1 Setting Out & Final As Built Drawing by Licensed Surveyor

*OGL Survey by Licensed Surveyor (appointed by MVG) and submit for approval before start
work.

a) Overall site OGL before site clearance

b) Section Ground Survey by phasing after site clearance
c) Sectional as built survey, ditto.

2 Supply Labour including Tools and Equipment for Road Cleaning

3 Supply Labour and Material for Traffic Signages and Traffic Control
(including all safety signages, plastic barriers and flagmen for the works)

4 Contractor to quote and allow Security Services for the works (Provision : 6 months)
6 months x RM 3,000.00 / month

5 Temporary Electrical and Water Supply

6 Workers' Quarters

7 Site Office

8 Site Meetings

9 Work Programme

10 Plant

11 Site Management Cost ( Include site engineer , site safety supervisor)

12 Safety Measure

13 Final Cleaning / Leave Perfect

14 Dewatering of existing pond

15 Temporary Slope Protection

16 TMP Report

Notes : Preliminary items provided by MVG

a) CIDB Levy
b) CAR & WC insurance
c) Security Guards

TOTAL AMOUNT (RM)

 BILL NO 2: PROVISIONAL SUM

Item Description Amount

(RM)

PROVISIONAL SUMS

Provide the following Provisional Sums to be expended as directed by

the Architect, in accordance with Clause 11 of the Schedule of
Conditions, or deducted wholly or in part.

i.) Contingencies

Total Carried To Summary RM -

PC&PV sum/3
 BILL NO.3.1 - EARTHWORKS & TEMPORARY WORKS
PHASE 1 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL)

SITE PREPARATION (All Provisional)

1 Allow for taking over the site, clear site and remove of 150mm thick top Item 1
soil and clear the area of all rubbish, debris, grass, lalang creepers,
undergrowth and shrubs including cutting down and destumping existing
trees of all types and size where directed and grubbing up roots
demolish of existing superficial obstruction etc. as per S.O.'s instruction
and disposal to Contractor's own dump off site.

(Approximately 31.13 acres / 125,979 m2)

EARTHWORKS (All Provisional)

2 Excavate through all classes of materials over site (except rock) to final M3 932
requisite reduced levels as shown on the drawings including
compaction, cuting, trimming, forming banks; move suitable excavated
materials to fill low area on site compaction and consolidated in layers
as described to requisite final levels as shown on drawings including
trimming and forming banks and slopes.

3 Selected imported earth obtained by the Contractor from his own souces M3 1 Rate Only
in filing to make up levels for the road reserve and part of building
platform, consolidate in layers as described to requisite final levels
including forming platforms, banks and slopes.

4 Remove of boulders with size exceeding 1m diameter to Contractor's M3 1 Rate Only

own dump off site.

Turfing on Sloping Surface

5 Close turfing with axonopus grass in embankment and slopping surfaces M2 1,490
on and including of 50mm thick (consilidated) layer of selected black
vegetable soil obtained by Contractor from his own source; spread and
level on sloping ground, forking ground, treating with fertilizer,
protection, watering, tending and maintaining as described.

Testing Works:-
6 Allow for Field Density Test (Compaction Test) as per instructed and No. 30
approved by Engineer.

C/F
 BILL NO.3.1 - EARTHWORKS & TEMPORARY WORKS
PHASE 1 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Rock Excavation
1 Excavation through rock by chemical rock breaking as described to final
requisite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
approved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

2 Excavation through rock by control blasting as described to final

requistite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
apporved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

3 Excavation through rock by mechanical drilling and hacking as

described to final requisite reduced levels including cutting, trimming,
and forming banks, removal of excavated material to Contractor's own
dump off site approved by the authorities; and pay all levy and charges.

i Quantity ≤ 500m3 M3 1 Rate Only

ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

4 Extra over for excavation through hard material using excavator dipping M3 1 Rate Only
as described to final requisite reduced level including cutting, trimming
and forming bank , remove excavated material within site

C/F
 BILL NO.3.1 - EARTHWORKS & TEMPORARY WORKS
PHASE 1 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Note :-
The Contractor shall allow for all necessary desilting and maintenance of
all the following temporary works during the contract period; demolished
the works and reinstate, make good and/ or complete the site to original
or proposed conditions upon completion of the project; removal and
clear all debris to Contractor's own dump off site.

Temporary Earth Drain And Check Dam

1 Construct, complete temporary earth drains to final requisite levels
including construction of check dams; maintain and allow for shifting
during the Contract period; all as shown in the drawings and as directed
by the Engineer:-

i. 750mm wide (Approximately 2,139m) Item 1

ii. 1200mm wide (Approximately 1,262m) Item 1

iii. Extra over for check dam No. 1

Temporary Earth Bund

2 To compact and form the Earth Bund all in accordance to Engineer's Item 1
drawing; maintain and allow for shifting during the Contract period, all as
shown in the drawings and as directed by the Engineer. (Approximately
2,139m)

Temporary Washing Bay (Tyre Wash Basin)

3 Construct and complete temporary washing bay overall size 11100mm No. 1
(L) x 4025mm (W) x 550mm (D); and 26100mm (L) x 6200(W) x 200mm
(T) compacted crusher run; complete with water jet with pump and
electrical instaltion; RC slab, RC drain, MS Grating over concrete drain,
angle vane at 500mm c/c, drainage channel, 700mm x 350mm
stopboard, 230mm diameter PVC pipe discharge to nearest drain,
38mm diameter (OD) stand pipe; including all necessary excavation,
lean concrete, backfilling, removal of surplus material off site; all as per
drawings. (The Contractor shall maintain and desilting the silt trao during
the contract period; demolish and make good of all disturbed upon the
completion of works.)
Area : 44.6775 m2 99.90m2

C/F
 BILL NO.3.1 - EARTHWORKS & TEMPORARY WORKS
PHASE 1 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Temporary Wet Sedimentation Pond

4 Construct and complete temporary sedimentation pond overall size No. 1
5187.811m2 x 1.80m depth complete with 50mm x 50mm angle iron,
150mm x 20mm HW timber, bolt and nut to Engineer's detail, temporary
earthdrain, emergency spillway, 900mm diameter RC pipe culvert
discharge to nearest existing drain, and all necessary works including
maintenance during contract period, demolition and backfill with earh
complete with compaction of the whole works; all as shown in the
drawing and as directed by the Engineer.

Premix Access Road

1 Trim, level and grade formation to form required cambers and gradients, M2 186
well consolidated and compacted. (CBR test to be carried out on the
subgrade and must exceed 10% in accordance to B.S. 1377 as per
Engineer's details.)

2 300mm thick consolidated of 50mm down crusher run base course M2 186
covered with broken stone of 20 max nominal size blinded with quarry
dust watered and thoroughly consolidated by meands of a 25 ton roller.

3 65mm thick (consolidated) asphaltic concrete mix binder as described, M2 186

spread, leveled and rolled to falls and cambers, including one layer of
tack coat at the rate as specified before laying.

4 62.5mm thick (consolidated) asphaltic concrete mix wearing course as M2 186

described, spread, leveled and rolled to falls and cambers, including
one layer of tack coat at the rate as specified before laying.

5 Temporary Metal Hoarding

a Supply and install overll height 1650mm with 0.6mm thick colourbond metal M 1 Rate Only
deck cladding, complete with 50mm x 75mm RHS GI post at 1500mm c/c,
50mm x 100mm RHS Strut and 50mm x 75mm RHS horizontal support
including bolts and nuts, excavation, part backfill, concrete foundation with
blinding, painting work to all exposed surface of mild steel section; all as per
Engineer's details drawings.

b Supply and install overall height 1700mm with 0.36mm thick colourbond metal M 1 Rate Only
deck cladding, complete with 50mm x 50mm x 1.2mm hollow section steel
vertical post at 3000mm c/c, 25mm x 50mm x 1.2mm hollow section steel
horizontal post (3 nos in middle) and 25mm x 25mm x 1.2mm hollow section
steel support post including bolts and nuts, excavation, part backfill, concrete
foundation with blinding, painting work to all exposed surface of mild steel
section; all as per Engineer's details drawings.

Temporary Entrance Gate

6 Supply and install overall size 7000mm x 1650mm entrance gate with 100mm x Nos. 1 Rate Only
100mm x 3.0mm thk RHS post, 100mm x 50mm x 2.3mm thick RHS structure
complete with 0.6mm thick colourbond metal deck cladding; including bolts and
nuts, excavation, part backfill, concrete foundation with blinding, painting work
to all exposed surface of mild steel section; all as per Engineer's details drawngs.

Total Carried to Summary

 BILL NO.3.2 - EARTHWORKS & TEMPORARY WORKS
PHASE 2 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL)

SITE PREPARATION (All Provisional)

1 Allow for taking over the site, clear site and remove of 150mm thick top Item 1
soil and clear the area of all rubbish, debris, grass, lalang creepers,
undergrowth and shrubs including cutting down and destumping existing
trees of all types and size where directed and grubbing up roots
demolish of existing superficial obstruction etc. as per S.O.'s instruction
and and disposal to Contractor's own dump off site.

(Approximately 63.30 acres / 256,166 m2)

EARTHWORKS (All Provisional)

2 Excavate through all classes of materials over site (except rock) to final M3 478,973
requisite reduced levels as shown on the drawings including
compaction, cuting, trimming, forming banks; move suitable excavated
materials to fill low area on site compaction and consolidated in layers
as described to requisite final levels as shown on drawings including
trimming and forming banks and slopes.

3 Selected imported earth obtained by the Contractor from his own M3 1 Rate Only
souces in filing to make up levels for the road reserve and part of
building platform, consolidate in layers as described to requisite final
levels including forming platforms, banks and slopes.

4 Remove of boulders with size exceeding 1m diameter to Contractor's M3 1 Rate Only

own dump off site.

Turfing on Sloping Surface

5 Close turfing with axonopus grass in embankment and slopping M2 3,001
surfaces on and including of 50mm thick (consilidated) layer of selected
black vegetable soil obtained by Contractor from his own source;
spread and level on sloping ground, forking ground, treating with
fertilizer, protection, watering, tending and maintaining as described.

Testing Works:-
6 Allow for Field Density Test (Compaction Test) as per instructed and No. 80
approved by Engineer.

C/F
 BILL NO.3.2 - EARTHWORKS & TEMPORARY WORKS
PHASE 2 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL) B/F

Rock Excavation
1 Excavation through rock by chemical rock breaking as described to final
requisite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
approved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

2 Excavation through rock by control blasting as described to final

requistite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
apporved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

3 Excavation through rock by mechanical drilling and hacking as

described to final requisite reduced levels including cutting, trimming,
and forming banks, removal of excavated material to Contractor's own
dump off site approved by the authorities; and pay all levy and charges.

i Quantity ≤ 500m3 M3 1 Rate Only

ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

4 Extra over for excavation through hard material using excavator dipping M3 1 Rate Only
as described to final requisite reduced level including cutting, trimming
and formiong bank , remove excavated material within site

C/F
 BILL NO.3.2 - EARTHWORKS & TEMPORARY WORKS
PHASE 2 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Note :-
The Contractor shall allow for all necessary desilting and maintenance
of all the following temporary works during the contract period;
demolished the works and reinstate, make good and/ or complete the
site to original or proposed conditions upon completion of the project;
removal and clear all debris to Contractor's own dump off site.

Temporary Earth Drain And Check Dam

1 Construct, complete temporary earth drains to final requisite levels
including construction of check dams; maintain and allow for shifting
during the Contract period; all as shown in the drawings and as directed
by the Engineer:-

i. 750mm wide, (Approximately 3,111m) Item 1

Temporary Earth Bund

2 To compact and form the Earth Bund all in accordance to Engineer's Item 1
drawing; maintain and allow for shifting during the Contract period, all as
shown in the drawings and as directed by the Engineer. (Approximately
3,111m)

Temporary Wet Sedimentation Pond

3 Construct and complete temporary sedimentation pond overall size No. 1
5187.811m2 x 1.80m depth complete with 50mm x 50mm angle iron,
150mm x 20mm HW timber, bolt and nut to Engineer's detail, temporary
earthdrain, emergency spillway, 900mm diameter RC pipe culvert
discharge to nearest existing drain, and all necessary works including
maintenance during contract period, demolition and backfill with earh
complete with compaction of the whole works; all as shown in the
drawing and as directed by the Engineer.

5 Temporary Metal Hoarding

a Supply and install overall height 1650mm with 0.6mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 75mm RHS GI post at
1500mm c/c, 50mm x 100mm RHS Strut and 50mm x 75mm RHS
horizontal support including bolts and nuts, excavation, part backfill,
concrete foundation with blinding, painting work to all exposed surface
of mild steel section; all as per Engineer's details drawings.

b Supply and install overall height 1700mm with 0.36mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 50mm x 1.2mm hollow
section steel vertical post at 3000mm c/c, 25mm x 50mm x 1.2mm
hollow section steel horizontal post (3 nos in middle) and 25mm x 25mm
x 1.2mm hollow section steel support post including bolts and nuts,
excavation, part backfill, concrete foundation with blinding, painting work
to all exposed surface of mild steel section; all as per Engineer's details
drawings.

Total Carried to Summary

 BILL NO.3.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 3 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL)

SITE PREPARATION (All Provisional)

1 Allow for taking over the site, clear site and remove of 150mm thick top soil and Item 1
clear the area of all rubbish, debris, grass, lalang creepers, undergrowth and
shrubs including cutting down and destumping existing trees of all types and size
where directed and grubbing up roots demolish of existing superficial obstruction
etc. as per S.O.'s instruction and disposal to Contractor's own dump off site.

(Approximately 41.36 acres / 167,378 m2)

EARTHWORKS (All Provisional)

2 Excavate through all classes of materials over site (except rock) to final requisite M3 234,484
reduced levels as shown on the drawings including compaction, cuting, trimming,
forming banks; move suitable excavated materials to fill low area on site around
Phase 3 area, compaction and consolidated in layers as described to requisite
final levels as shown on drawings including trimming and forming banks and
slopes.

3 Excavate through all classes of materials over site (except rock) to final requisite M3 297,452
reduced levels as shown on the drawings including compaction, cuting, trimming,
forming banks; move suitable excavated materials to fill low area on site around
Phases 1, 2 & 4, compaction and consolidated in layers as described to requisite
final levels as shown on drawings including trimming and forming banks and
slopes.

4 Selected imported earth obtained by the Contractor from his own souces in filing M3 1 Rate Only
to make up levels for the road reserve and part of building platform, consolidate
in layers as described to requisite final levels including forming platforms, banks
and slopes.

5 Remove of boulders with size exceeding 1m diameter to Contractor's own dump M3 1 Rate Only
off site.

Turfing on Sloping Surface

6 Close turfing with axonopus grass in embankment and slopping surfaces on and M2 4,431
including of 50mm thick (consilidated) layer of selected black vegetable soil
obtained by Contractor from his own source; spread and level on sloping ground,
forking ground, treating with fertilizer, protection, watering, tending and
maintaining as described.

Testing Works:-
7 Allow for Field Density Test (Compaction Test) as per instructed and approved by No. 40
Engineer.

C/F
 BILL NO.3.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 3 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Rock Excavation
8 Excavation through rock by chemical rock breaking as described to final requisite
reduced levels including cutting, trimming, and forming banks, removal of
excavated material to Contractor's own dump off site approved by the authorities;
and pay all levy and charges.

i Quantity ≤ 500m3 M3 1 Rate Only

ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

9 Excavation through rock by control blasting as described to final requistite

reduced levels including cutting, trimming, and forming banks, removal of
excavated material to Contractor's own dump off site apporved by the authorities;
and pay all levy and charges.

i Quantity ≤ 500m3 M3 1 Rate Only

ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

10 Excavation through rock by mechanical drilling and hacking as described to final

requisite reduced levels including cutting, trimming, and forming banks, removal
of excavated material to Contractor's own dump off site approved by the
authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

11 Extra over for excavation through hard material using excavator dipping M3 1 Rate Only
as described to final requisite reduced level including cutting, trimming
and formiong bank , remove excavated material within site

C/F
 BILL NO.3.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 3 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Note :-
The Contractor shall allow for all necessary desilting and maintenance
of all the following temporary works during the contract period;
demolished the works and reinstate, make good and/ or complete the
site to original or proposed conditions upon completion of the project;
removal and clear all debris to Contractor's own dump off site.

Temporary Earth Drain And Check Dam

1 Construct, complete temporary earth drains to final requisite levels
including construction of check dams; maintain and allow for shifting
during the Contract period; all as shown in the drawings and as directed
by the Engineer:-

i. 750mm wide (Approximately 2,256m) Item 1

Temporary Earth Bund

2 To compact and form the Earth Bund all in accordance to Engineer's Item 1
drawing; maintain and allow for shifting during the Contract period, all as
shown in the drawings and as directed by the Engineer. (Approximately
2,256m)

3 Temporary Metal Hoarding

a Supply and install overll height 1650mm with 0.6mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 75mm RHS GI post at
1500mm c/c, 50mm x 100mm RHS Strut and 50mm x 75mm RHS
horizontal support including bolts and nuts, excavation, part backfill,
concrete foundation with blinding, painting work to all exposed surface
of mild steel section; all as per Engineer's details drawings.

b Supply and install overall height 1700mm with 0.36mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 50mm x 1.2mm hollow
section steel vertical post at 3000mm c/c, 25mm x 50mm x 1.2mm
hollow section steel horizontal post (3 nos in middle) and 25mm x 25mm
x 1.2mm hollow section steel support post including bolts and nuts,
excavation, part backfill, concrete foundation with blinding, painting work
to all exposed surface of mild steel section; all as per Engineer's details
drawings.

Total Carried to Summary

 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 4 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL)

SITE PREPARATION (All Provisional)

1 Allow for taking over the site, clear site and remove of 150mm thick top Item 1
soil and clear the area of all rubbish, debris, grass, lalang creepers,
undergrowth and shrubs including cutting down and destumping existing
trees of all types and size where directed and grubbing up roots
demolish of existing superficial obstruction etc. as per S.O.'s instruction
and disposal to Contractor's own dump off site.

(Approximately 46.14 acres / 186,722 m2)

EARTHWORKS (All Provisional)

2 Excavate through all classes of materials over site (except rock) to final M3 312
requisite reduced levels as shown on the drawings including
compaction, cuting, trimming, forming banks; move suitable excavated
materials to fill low area on site compaction and consolidated in layers
as described to requisite final levels as shown on drawings including
trimming and forming banks and slopes.

3 Selected imported earth obtained by the Contractor from his own M3 203,459
souces in filing to make up levels for the road reserve and part of
building platform, consolidate in layers as described to requisite final
levels including forming platforms, banks and slopes.

4 Remove of boulders with size exceeding 1m diameter to Contractor's M3 1 Rate Only

own dump off site.

Turfing on Sloping Surface

5 Close turfing with axonopus grass in embankment and slopping M2 478
surfaces on and including of 50mm thick (consilidated) layer of selected
black vegetable soil obtained by Contractor from his own source;
spread and level on sloping ground, forking ground, treating with
fertilizer, protection, watering, tending and maintaining as described.

Testing Works:-
6 Allow for Field Density Test (Compaction Test) as per instructed and No. 50
approved by Engineer.

C/F
 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 4 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Rock Excavation
1 Excavation through rock by chemical rock breaking as described to final
requisite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
approved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

2 Excavation through rock by control blasting as described to final

requistite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
apporved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

3 Excavation through rock by mechanical drilling and hacking as

described to final requisite reduced levels including cutting, trimming,
and forming banks, removal of excavated material to Contractor's own
dump off site approved by the authorities; and pay all levy and charges.

i Quantity ≤ 500m3 M3 1 Rate Only

ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

4 Extra over for excavation through hard material using excavator dipping M3 1 Rate Only
as described to final requisite reduced level including cutting, trimming
and formiong bank , remove excavated material within site

C/F
 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 4 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Note :-
The Contractor shall allow for all necessary desilting and maintenance
of all the following temporary works during the contract period;
demolished the works and reinstate, make good and/ or complete the
site to original or proposed conditions upon completion of the project;
removal and clear all debris to Contractor's own dump off site.

Temporary Earth Drain And Check Dam

1 Construct, complete temporary earth drains to final requisite levels
including construction of check dams; maintain and allow for shifting
during the Contract period; all as shown in the drawings and as directed
by the Engineer:-

i. 750mm wide (Approximately 2,391m) Item 1

ii. Extra over for check dam No. 1

Temporary Earth Bund

2 To compact and form the Earth Bund all in accordance to Engineer's Item 1
drawing; maintain and allow for shifting during the Contract period, all as
shown in the drawings and as directed by the Engineer. (Approximately
2,391m)

Temporary Washing Bay (Tyre Wash Basin)

3 Construct and complete temporary washing bay overall size 11100mm No. 1
(L) x 4025mm (W) x 550mm (D); and 26100mm (L) x 6200(W) x 200mm
(T) compacted crusher run; complete with water jet with pump and
electrical instaltion; RC slab, RC drain, MS Grating over concrete drain,
angle vane at 500mm c/c, drainage channel, 700mm x 350mm
stopboard, 230mm diameter PVC pipe discharge to nearest drain,
38mm diameter (OD) stand pipe; including all necessary excavation,
lean concrete, backfilling, removal of surplus material off site; all as per
drawings. (The Contractor shall maintain and desilting the silt trao
during the contract period; demolish and make good of all disturbed
upon the completion of works.)

Temporary Wet Sedimentation Pond

4 Construct and complete temporary sedimentation pond overall size No. 1 Rate Only
5187.811m2 x 1.80m depth complete with 50mm x 50mm angle iron,
150mm x 20mm HW timber, bolt and nut to Engineer's detail, temporary
earthdrain, emergency spillway, 900mm diameter RC pipe culvert
discharge to nearest existing drain, and all necessary works including
maintenance during contract period, demolition and backfill with earh
complete with compaction of the whole works; all as shown in the
drawing and as directed by the Engineer.

C/F
 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 4 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Premix Access Road

1 Trim, level and grade formation to form required cambers and gradients, M2 1 Rate Only
well consolidated and compacted. (CBR test to be carried out on the
subgrade and must exceed 10% in accordance to B.S. 1377 as per
Engineer's details.)

2 300mm thick consolidated of 50mm down crusher run base course M2 1 Rate Only
covered with broken stone of 20 max nominal size blinded with quarry
dust watered and thoroughly consolidated by meands of a 25 ton roller.

3 65mm thick (consolidated) asphaltic concrete mix binder as described, M2 1 Rate Only
spread, leveled and rolled to falls and cambers, including one layer of
tack coat at the rate as specified before laying.

4 62.5mm thick (consolidated) asphaltic concrete mix wearing course as M2 1 Rate Only
described, spread, leveled and rolled to falls and cambers, including
one layer of tack coat at the rate as specified before laying.

5 Temporary Metal Hoarding

a Supply and install overll height 1650mm with 0.6mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 75mm RHS GI post at
1500mm c/c, 50mm x 100mm RHS Strut and 50mm x 75mm RHS
horizontal support including bolts and nuts, excavation, part backfill,
concrete foundation with blinding, painting work to all exposed surface
of mild steel section; all as per Engineer's details drawings.

b Supply and install overall height 1700mm with 0.36mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 50mm x 1.2mm hollow
section steel vertical post at 3000mm c/c, 25mm x 50mm x 1.2mm
hollow section steel horizontal post (3 nos in middle) and 25mm x 25mm
x 1.2mm hollow section steel support post including bolts and nuts,
excavation, part backfill, concrete foundation with blinding, painting work
to all exposed surface of mild steel section; all as per Engineer's details
drawings.

Temporary Entrance Gate

6 Supply and install overall size 7000mm x 1650mm entrance gate with Nos. 1 Rate Only
100mm x 100mm x 3.0mm thk RHS post, 100mm x 50mm x 2.3mm
thick RHS structure complete with 0.6mm thick colourbond metal deck
cladding; including bolts and nuts, excavation, part backfill, concrete
foundation with blinding, painting work to all exposed surface of mild
steel section; all as per Engineer's details drawngs.

Total Carried to Summary

 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 5 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL)

SITE PREPARATION (All Provisional)

1 Allow for taking over the site, clear site and remove of 150mm thick top Item 1
soil and clear the area of all rubbish, debris, grass, lalang creepers,
undergrowth and shrubs including cutting down and destumping existing
trees of all types and size where directed and grubbing up roots demolish
of existing superficial obstruction etc. as per S.O.'s instruction and
disposal to Contractor's own dump off site.
(Approximately 7.04 acres / 28,490 m2)

EARTHWORKS (All Provisional)

2 Excavate through all classes of materials over site (except rock) to final M3 3
requisite reduced levels as shown on the drawings including compaction,
cuting, trimming, forming banks; move suitable excavated materials to fill
low area on site compaction and consolidated in layers as described to
requisite final levels as shown on drawings including trimming and
forming banks and slopes.

3 Selected imported earth obtained by the Contractor from his own souces M3 23,605
in filing to make up levels for the road reserve and part of building
platform, consolidate in layers as described to requisite final levels
including forming platforms, banks and slopes.

4 Remove of boulders with size exceeding 1m diameter to Contractor's M3 1 Rate Only

own dump off site.

Turfing on Sloping Surface

5 Close turfing with axonopus grass in embankment and slopping surfaces M2 158
on and including of 50mm thick (consilidated) layer of selected black
vegetable soil obtained by Contractor from his own source; spread and
level on sloping ground, forking ground, treating with fertilizer, protection,
watering, tending and maintaining as described.

Testing Works:-
6 Allow for Field Density Test (Compaction Test) as per instructed and No. 5
approved by Engineer.

C/F
 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 5 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Rock Excavation
1 Excavation through rock by chemical rock breaking as described to final
requisite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
approved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

2 Excavation through rock by control blasting as described to final

requistite reduced levels including cutting, trimming, and forming banks,
removal of excavated material to Contractor's own dump off site
apporved by the authorities; and pay all levy and charges.
i Quantity ≤ 500m3 M3 1 Rate Only
ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

3 Excavation through rock by mechanical drilling and hacking as described

to final requisite reduced levels including cutting, trimming, and forming
banks, removal of excavated material to Contractor's own dump off site
approved by the authorities; and pay all levy and charges.

i Quantity ≤ 500m3 M3 1 Rate Only

ii 500m3 < Quantity ≤ 1000m3 M3 1 Rate Only
iii Quantity > 1000m3 M3 1 Rate Only

C/F
 BILL NO.3 - EARTHWORKS & TEMPORARY WORKS
PHASE 5 (ALL PROVISIONAL)

Item Description Unit Qty Rate Amount

(RM)

EARTHWORKS & TEMPORARY WORKS (ALL PROVISIONAL B/F

(COND'T)

Note :-
The Contractor shall allow for all necessary desilting and maintenance of
all the following temporary works during the contract period; demolished
the works and reinstate, make good and/ or complete the site to original
or proposed conditions upon completion of the project; removal and clear
all debris to Contractor's own dump off site.

Temporary Earth Drain And Check Dam

1 Construct, complete temporary earth drains to final requisite levels
including construction of check dams; maintain and allow for shifting
during the Contract period; all as shown in the drawings and as directed
by the Engineer:-

i. 750mm wide (Approximately 201m) Item 1

Temporary Earth Bund

2 To compact and form the Earth Bund all in accordance to Engineer's Item 1
drawing; maintain and allow for shifting during the Contract period, all as
shown in the drawings and as directed by the Engineer. (Approximately
201m)

3 Temporary Metal Hoarding

a Supply and install overll height 1650mm with 0.6mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 75mm RHS GI post at
1500mm c/c, 50mm x 100mm RHS Strut and 50mm x 75mm RHS
horizontal support including bolts and nuts, excavation, part backfill,
concrete foundation with blinding, painting work to all exposed surface of
mild steel section; all as per Engineer's details drawings.

b Supply and install overall height 1700mm with 0.36mm thick colourbond M 1 Rate Only
metal deck cladding, complete with 50mm x 50mm x 1.2mm hollow
section steel vertical post at 3000mm c/c, 25mm x 50mm x 1.2mm hollow
section steel horizontal post (3 nos in middle) and 25mm x 25mm x
1.2mm hollow section steel support post including bolts and nuts,
excavation, part backfill, concrete foundation with blinding, painting work
to all exposed surface of mild steel section; all as per Engineer's details
drawings.

Total Carried to Summary