Hard Lanscape BQs

7/31/2019 Hard Lanscape BQs

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CADANGANLANDSKAP

JALAN PROTOKOLKEM BINA NEGARA

ULU SEPRIDAERAH REMBAUNEGERI SEMBILAN

DARUL KHUSUS


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LANDSCAPE PLAN OFJALAN PROTOKOLKEM BINA NEGARA

ULU SEPRI


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SCOPE OF LANDSCAPEWORKS

1.SOFT LANSDCAPE

a. Site Clearanceb. Plants and materialc. Protection of plant

2.HARD LANDSCAPE

a. Fencing

b. Road paving


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b.q1

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DESCRIPTION UNIT QUANTITY

GATEWAY

EXCAVATION

Excavate pit for pit pad footing commencing

from ground level with maximum depth not

exceeding 2.00m depth m3 2

Excavate for concrete base commencing fromground level with maximum depth not

exceeding 0.25mm deep m3 1

Extra Over excavation for excavation in rock m3 2

Disposal excavated material through

spreading and levelling on site where directed

by the engineer including all necessary

multiple handling m3 1

Allow to keep all excavation free from ground

water Item

Allow to keep site and all excavation free from

surface and percolating water Item

Filling to excavation using material a rising

from excavation including all compaction of

the soil as directed by engineer m3 3

Allow for preparing and applying of '2 stage'

preconstruction anti-termite treatment to be

carried out by approved soil treatment

specialist including preparation of surfaces to

receive treatment working progressively to

accomodate the construction works m2 7

MASS CONCRETE GRADE 15 as described

Blinding spread and levelled to receive pad

footing (m/s) thickness not exceeding 100mm m2 4

VIBRATED REINFORCED CONCRETE

GRADE 20 as described

In pad footing m3 1


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GATEWAY(cont'd)

VIBRATED REINFORCED CONCRETE

GRADE 20 as described (cont'd)

In column stump m3 1

SAWN FORMWORK as described

To sides of pad footing not exceeding 250mm

high m 24

To sides of column stump m2 12

HIGH TENSILE ROD REINFORCEMENT as

described

10mm Diameter in pad footing kg 41

10mm Diameter in column stump kg 12

MILD STEEL ROD REINFORCEMENT as

described

6mm Diameter as links in column stump kg 21

PRECAST REINFORCED CONCRETE


283mm (average) Diameter decorative column

with paint finish to match colour schame No 4

200mm x 75mm Decorative beam with paint

finish to match column

WROT PRESSURE TREATED GROUP 'B'

TIMBER as described

160mm x 15mm Thick fascia board m 54

CLAY TILES ROOF

Clay tiles roof laid to 35o pitch on

prefabricated roof trusses (m/s) to be nailed

(measured nett-no allowance made for laps) m2 20

RIDGE COVER

Flutted ridge cover bedded, jointed and

pointed in cement and sand (1:3) mortar m 6


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GATE

Mild steel decorative gate overall size 900mm

x 1800mm (extreme) high complete with hasp

and staple, and hanging to fold on and

including 2 Nos. approved stout side hinges

welded on all as per Drawing No.

BL/BTN/GATE/01/04 No 1

Mild steel sliding gate overall size 5800mm x

2260mm high constructed of 20mm x 75mm

mild steel frame with 15mm x 15mm hollow

mild steel intermediate rail complete with

locking hasp and staple all welded together

including 20mm thick R30mm gate wall all a No 1

FENCING

Mild steel fencing overall size 2800mm x

1000mm high constructed of 20mm x 20mm

hollow mild steel rails to 150mm c/c, fixed

between decorative column on brickwall all as

per Drawing No. BL/BTN/GATE/01/04 and

BL/BTN/GATE/02/05 m 11

BRICKWORK

150mm Thick x 550mm high brickwall in

common clay brick in strecher bond bedded

and jointed in cement and sand (1:3) mortar

including 'EXMET' brick reinforcement laid at

every fourth course as described fencing wall m 12

150mm Thick x 2100mm (extreme) high

brickwall in common clay brick in strecher

bond bedded and jointed in cement and sand(1:3) mortar including 'EXMET' brick

reinforcement laid at every fourth course as

described fencing wall m 9

20mm Thick cement and sand (1:3) with an

approved plasticiser externally as described

plainface to suface of fencing wall m2 24

PLANTER BOX

150mm Thick x 500mm high planter box fixedin front of gate wing m 9


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FENCING(cont'd)

PRECAST REINFORCED CONCRETE


300mm Diameter precast reinforced concrete

decorative column complete with decorative

footing and capping (cornice) No 6

WROT PRESSURE TREATED GROUP 'B'

TIMBER as described

400mm x 400mm x 35mm Thick timber base

to be anchored in column with 10mm

diameter threaded iron rod achor and washer m2 1

75mm x 75mm Thick timber column post

fixed to timber base with polyfilla as described m2 12

50mm x 30mm Thick beam to be fixed at the

top of timber column to receive roof rafter m 4

35mm x 35mm Thinck decorative beam to be

jointed horisonatll through timber column m 22

50mm x 25mm rafter m 42

15mm x 15mm Thick frame m 38

GLAZING

5mm Thick frosted gloss m2 1

ROOF

5mm Thick stainless steel sheet with brush

finish m2 2


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PAVEMENT

Extra over excavate for tarmacadam

maximum depth not exceeding 0.25m

commencing from ground level m2 639

Disposal excavated material off the site to an

approved location including all necessary

payments in relation the disposal m3 1

Hardcore filling consisting of hard broken brick

and blinded with sand thickness 400mm

spread and levelled with rammed and

consilidated materials and blinded with layer

of sand to receive metalled tar road (m/S) m2 639

Prepare and apply a prime coat of approved

bitumen emulsion on hardcore m2 639

Prepare and apply a tack coat of approved

bitumen emulsion on binder course m2 639

60mm Thick premix binder course on surface m2 639

CONCRETE KERB as described

150mm x 700mm High precast concrete

Grade 20 kerb with one tap edge chamfered,bedded on concrete haunch and base

including all excavation, formwork,

reinforcement and finish fair on exposed

edges and paint kerb in black and white or

other equal and appro m 212

Mild steel grating overall size 660mm x

601mm generally constructed of 660mm x4mm thick angle bar frame and 650mm x

9mm thick mild steel flat bars at 60 c/c, the

whole in welded connection, prime and

painted with two coats of ICI or other equal

and appro No 22


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PAVEMENT(cont'd)

REINFORCED CONCRETE GRATING as

described

1570mm Wide (internal) cast insitu

Reinforced Concrete Grade 20 covered

existing drain laid to falls including allnecessary as mentioned by enginer m 212

PRECAST CONCRETE DRAIN as described

415mm x 415mm Precast concrete Grade 20

drain laid to falls, generally constructed of

100mm thick concrete slab and 235mmconcrete base foundations, and 285mm thick

brickwall, including all necessary excavation,

formwork, reinforcement, outlets, junction m 212


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harga

BUTIRAN/PERKARA AMAUN

EHENDAK PERMULAAN DAN

YARAT-SYARAT AMRELIMINARIES) 20,000.0

ERJA-KERJA PENYEDIAAN AWAL

AN PEMBERSIHAN TAPAK 5,600.0EMBEKAL BAHAN BAHAN

ANAMAN 180,167.0ENYEDIAAN LUBANG DAN

ENANAMAN 31,752.0EMANCANGAN 26,040.0

ENYELENGGARAAN 9,000.0

NTU MASUK

50,430.0UANG PEJALAN KAKI 31,513.7

ONGKANG 27,540.0

ROVISIONAL SUM 32,000.0


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TOTAL SUM OF

THE PROJECT =

414,042.75


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PROJECT :

CADANGAN TAMBAHANAN 1 BLOK PAMERAN DAN BLOKMEKANIKAL KEPADA BANGUNAN SEDIAADA

GELARIA PERDANA, MUKIM AIR HANGAT, DAERAHLANGKAWI , KADEH DARUL AMAN UNTUK TETUAN

LEMBAGA PEMBANGUNAN LANGKAWI (LADA)

CLIENT:

LEMBAGA PEMBANGUNAN LANGKAWI

(LANGKAWI DEVELOPMENT AUTHORITY)

(LADA)

ARCHITECT:

DBA AKITEK SDN.

BHD.

QUANTITY SURVEYER:CKP NIZARUDDIN JURUKUR BAHAN SDN.BHD.

CONTRACTOR:

PRODRABENA SDN. BHD

CASE STUDY


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BIL DESCRIPTION PAGES AMOUNT

RM C

A

B

C

D

E

PRELIMINARIES

SOFT LANDSCAPE WORKS

HARD LANSCAPE WORKS

MECHANICAL AND

ELECTRICAL WORKS

EXTERNAL WORKS

SITE PREPARATION AND

EARTHWORKS

A/61

B/1

C/1

D/1

E/1

38,000

308,415

313,067

39,600

19,395

00

20

15

00

00

TO COLLECTION 718,477 35

EXAMPLE SUMMARY

OF TENDER


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Documents

Hard Lanscape BQs