MINISTÉRIO

DIRRECÇÃO NACIONAL DE GESTÃO DEZASTRE NATURAIS

BILL OF QUANTITY

PROJECT OWNER : MINISTRY SOLIDARITY SOCIAL

PROJECT TITTLE : NEW CONSTRUCTION OF EVACUATION CENTRE
LOCATION : SUAI VILLA, COVALIMA DISTRICT - TIMOR LESTE

NO DISCRIPTIONS WORKS UNIT QUANTITY UNIT PRICE AMOUNT

(USD) (USD)
1 2 3 4 5 6
I Pekerjaan Persiapan
1 Pembersihan Lokasi Ls 1.00 $ 500.00 $ 500.00
2 Mobilisasi Ls 1.00 $ 1,000.00 $ 1,000.00
3 Direksi dan Kitt Ls 1.00 $ 500.00 $ 500.00
4 Dokumentasi Ls 1.00 $ 500.00 $ 500.00
5 Papan Nama LS 1.00 $ 250.00 $ 250.00
Sub total $ 2,750.00
II Pekerjaan catcement
1 Pekerjaan Galian Urugan Pasir
1.1 Pekerjaan tanah Fondasi cu.m 7.30 $ 3.75 $ 27.38
1.2 Urugan Pasir cu.m 1.20 $ 16.50 $ 19.80
Sub total $ 47.18
2 Pasangan Batu
2.1 Pasangan Batu Kali (1:4) cu.m 10.30 $ 90.15 $ 928.55
Sub total $ 928.55
3 Pekerjaan Lantai
3.1 Urugan Pasir dibawah lantai cu.m 18.50 $ 16.50 $ 305.25
3.2 Rabat Beton Untuk Lantai (1:2:3) cu.m 11.30 $ 510.61 $ 5,769.89
3.3 Pasangan Blok keliling Dengan Tinggi 20 cm m2 7.20 $ 18.25 $ 131.40
3.4 Plester (1:4) m2 14.00 $ 5.25 $ 73.50
Sub total $ 6,280.04
III Pekerjaan Bak Penampung $ -
1 Galian Tanah dan Urugan Pasir
1.1 Galian cu.m 65.20 $ 3.75 $ 244.50
1.2 Urugan Pasir dibawah dinding plat cu.m 0.71 $ 16.50 $ 11.72
Sub total $ 256.22
2 Pekerjaan Beton
2.1 Plat Beton Dibawah Dinding/Plain Concrete (1:2:3) cu.m 0.54 $ 461.72 $ 249.33
2.2 Dinding Beton Bertulang/Reinforce Concrete (1:2:3) cu.m 14.40 $ 461.72 $ 6,648.77
2.3 Lantai Rabat Beton/Plain Concrete (1:2:3) cu.m 1.90 $ 461.72 $ 877.27
2.4 Plat Atas (Penutup)/Reinforce Concrete (1:2:3) cu.m 2.10 $ 461.72 $ 969.61
Sub total $ 8,744.98
 3 Instalasi PVC Pipe
3.1 Pipa PVC 2'' Unit 1.00 $ 20.00 $ 20.00
3.2 L BOW PVC 2'' Unit 6.00 $ 15.00 $ 90.00
Sub total $ 110.00
4 FINISHING
4.1 Finishing Ls 1.00 $ 500.88 $ 500.88
Sub total $ 500.88
VI Total A $ 19,617.83
1 Tax Fee 2% From Total A = B $ 392.36
2 Profit Company 10% From Total A = C $ 1,961.78
GRAND TOTAL $ 21,971.97

Prepared by: Approved by:

Shilton C. C. Gonçalves, ST Norman

PARATRIZEL ENGINEER Director PARATRIZEL
 MINISTÉRIO DA SOLIDARIEDADE SOCIAL
DIRRECÇÃO NACIONAL DE GESTÃO DEZASTRE NATURAIS

SUMMARY

PROJECT OWNER : MINISTRY SOLIDARITY SOCIAL

PROJECT TITTLE : NEW CONSTRUCTION OF EVACUATION CENTRE
LOCATION : SUAI VILLA, COVALIMA DISTRICT - TIMOR LESTE

NO DESCRIPTIONS OF WORKS AMOUNT (USD)

1 Pekerjaan Persiapan $ 2,750.00
2 Pekerjaan catcement $ 47.18
3 Pasangan Batu $ 6,280.04
4 Pekerjaan Bak Penampung #NAME?
5 Instalasi PVC Pipe #NAME?
6 FINISHING #NAME?
7 Total A $ -
8 0 $ -
9 0 $ -
10 0 $ -
A TOTAL COST IN USD$ #NAME?
B CONTRACTOR FEE (10%) #NAME?
C TAX 4% #NAME?
D GRAND TOTAL COST (A + B + C) #NAME?

Prepared by: Checked by: Approved by:

Laurindo Barros Alves Zitu Fernandes Alvaro Silva de Jesus

Technic MSS BSRP - National Project Manager Director DNGD
 UNIT PRICES ANALYSIS
Unit Prices Analysis
TIMOR LESTE STANDARD METHOD OF MEASUREMENT (TL - SMM)
EARTH WORKS
Project Tittle : NEW CONSTRUCTION Works item no. 1.00
Location : Suai, Covalima District Unit M³

Works Item : 1 M³ Soil Compaction (per 20 cm)

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Labor Day 0.5000 $ 5.00 $ 2.50
2 Foreman Day 0.0500 $ 12.00 $ 0.60
Sub total $ 3.10
B MATERIAL
$ -
Sub total $ -
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 3.10

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
EARTH WORKS
Project Tittle : NEW CONSTRUCTION Works item no. 2.00
Location : Suai, Covalima District Unit M³

Works Item : 1 M³ Sand Filling

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Labor Oh 0.3023 $ 5.00 $ 1.51
2 Foreman Oh 0.0127 $ 12.00 $ 0.15
Sub total $ 1.66
B MATERIAL
1 Filled sand M³ 1.2000 $ 15.00 $ 18.00
Sub total $ 18.00
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 19.66

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
EARTH WORKS
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 3.00
Location : Suai, Covalima District Unit M³
1 M³ Construction of Stone Masonry Foundation (1 Pc :
Works Item :
4 sand)
No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 1.8313 $ 5.00 $ 9.16
2 Stonemason Day 0.8404 $ 8.00 $ 6.72
3 Skilled head Day 0.0991 $ 10.00 $ 0.99
4 Foreman Day 0.0750 $ 12.00 $ 0.90
Sub total $ 17.77
 B MATERIAL
1 Stone masonry 15/20 cm M³ 1.2000 $ 25.00 $ 30.00
2 Portland Cement Kg 163.0000 $ 0.15 $ 24.45
3 Sand M³ 0.5348 $ 25.00 $ 13.37
Sub total $ 67.82
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 85.59

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
EARTH WORKS
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 4.00
Location : Suai, Covalima District Unit M²

Works Item : 1 M² Pavement works 25x20x6 cm

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.3210 $ 5.00 $ 1.61
2 Stonemason Day 0.4370 $ 8.00 $ 3.50
3 Skilled head Day 0.2200 $ 10.00 $ 2.20
4 Foreman Day 0.0175 $ 12.00 $ 0.21
Sub total $ 7.51
B MATERIAL
1 Pavemnt stone Bh 20.6000 $ 1.00 $ 20.60
2 Portland Cement Kg 8.3200 $ 0.15 $ 1.25
3 Sand M³ 0.0380 $ 25.00 $ 0.95
Sub total $ 22.80
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 30.31

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Masonry Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 5.00
Location : Suai, Covalima District Unit M²

Works Item : 1 M² Concrete block 40x20x10 cm, (1Pc : 4sand)

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.3518 $ 5.00 $ 1.76
2 Stonemason Day 0.1131 $ 8.00 $ 0.90
3 Skilled head Day 0.0193 $ 10.00 $ 0.19
4 Foreman Day 0.0288 $ 12.00 $ 0.35
Sub total $ 3.20
B MATERIAL
1 Concrete block Bh 12.5000 $ 1.00 $ 12.50
2 Portland cement Kg 12.0000 $ 0.15 $ 1.80
3 Sand M³ 0.0380 $ 25.00 $ 0.95
Sub total $ 15.25
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 18.45
 Unit Prices Analysis
TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Masonry Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 6.00
Location : Suai, Covalima District Unit M²

Works Item : 1 M² Plestering 1Pc : 4 sans, 15 mm thick

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.2559 $ 5.00 $ 1.28
2 Stonemason Day 0.1500 $ 8.00 $ 1.20
3 Skilled head Day 0.0167 $ 10.00 $ 0.17
4 Foreman Day 0.0167 $ 12.00 $ 0.20
Sub total $ 2.85
B MATERIAL
1 Portland cement Kg 6.2400 $ 0.15 $ 0.94
2 Sand M³ 0.0214 $ 25.00 $ 0.54
Sub total $ 1.47
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 4.32

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Concrete Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 7.00
Location : Suai, Covalima District Unit M³

Works Item : 1 M³ Concrete f*c = 7.4 MPa (K 100)

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskills labor Day 1.6500 $ 5.00 $ 8.25
2 Stonemason Day 0.2890 $ 8.00 $ 2.31
3 Skilled head Day 0.0290 $ 10.00 $ 0.29
4 Foerman Day 0.0200 $ 12.00 $ 0.24
Sub total $ 11.09
B MATERIAL
1 Portland cement Kg 254.0000 $ 0.15 $ 38.10
2 Gravel M³ 0.8197 $ 100.00 $ 81.97
3 Concrete sand M³ 0.6200 $ 30.00 $ 18.60
Sub total $ 138.67
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 149.76

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Concrete Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 8.00
Location : Suai, Covalima District Unit M³

Works Item : 1 M³ Concrete f*c = 14.5 MPa (K 175)

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 1.6500 $ 5.00 $ 8.25
2 Stonemason Day 0.2675 $ 8.00 $ 2.14
3 Skilled head Day 0.0267 $ 10.00 $ 0.27
4 Foreman Day 0.0200 $ 12.00 $ 0.24
Sub total $ 10.90
 B MATERIAL
1 Portland cement Kg 323.0000 $ 0.15 $ 48.45
2 Gravel M³ 0.7800 $ 100.00 $ 78.00
3 Concrete sand M³ 0.5200 $ 30.00 $ 15.60
Sub total $ 142.05
C EQEUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 152.95

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Concrete Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 9.00
Location : Suai, Covalima District Unit KG

Works Item : Steel reinforcecement (Polos/Ulir)

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.0949 $ 5.00 $ 0.47
2 Blacksmith Day 0.0757 $ 8.00 $ 0.61
3 Skilled head Day 0.0109 $ 10.00 $ 0.11
4 Foreman Day 0.0223 $ 12.00 $ 0.27
Sub total $ 1.46
B MATERIAL
1 Steel reinforeced Kg 1.0500 $ 0.25 $ 0.26
2 Concrete wire Kg 0.1500 $ 2.00 $ 0.30
Sub total $ 0.56
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 2.02

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Concrete Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 10.00
Location : Suai, Covalima District Unit M²

Works Item : 1 M² Form works for Beams

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.6600 $ 5.00 $ 3.30
2 Carpenter Day 0.3300 $ 8.00 $ 2.64
3 Skilled head Day 0.0330 $ 10.00 $ 0.33
4 Foreman Day 0.0330 $ 12.00 $ 0.40
Sub total $ 6.67
B MATERIAL
1 Wooden class III M³ 0.0400 $ 325.00 $ 13.00
2 Nail 5' - 12' Kg 0.4000 $ 1.75 $ 0.70
3 Formwork Oil Ltr 0.0536 $ 2.50 $ 0.13
4 Wooden beams Class II M³ 0.0360 $ 350.00 $ 12.60
5 9 mm thick plywood Sheet 0.3500 $ 15.00 $ 5.25
6 Dolken wood 8" - 12" / 4 m Piece 2.0000 $ 7.00 $ 14.00
Sub total $ 45.68
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 52.35
 Unit Prices Analysis
TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Finishing Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 11.00
Location : Suai, Covalima District Unit M²

Works Item : 1 M² Render

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.1753 $ 5.00 $ 0.88
2 Stonemason Day 0.1057 $ 8.00 $ 0.85
3 Skilled head Day 0.0146 $ 10.00 $ 0.15
4 Foreman Day 0.0146 $ 12.00 $ 0.18
Sub total $ 2.04
B MATERIAL
1 Portland cement Kg 3.4988 $ 0.21 $ 0.74
Sub total $ 0.74
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 2.79

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Floor Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 12.00
Location : Suai, Covalima District Unit M²

Works Item : Install 1 m² of Ceramics Floor Tile Size (60 x 60 cm)

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.7000 $ 5.00 $ 3.50
2 Stonemason Day 0.3500 $ 8.00 $ 2.80
3 Skilled head Day 0.0350 $ 10.00 $ 0.35
4 Foreman Day 0.0350 $ 12.00 $ 0.42
Sub total $ 7.07
B MATERIAL
1 Ceramics Piece 3.0000 $ 9.00 $ 27.00
2 Portland cement Kg 8.0000 $ 0.21 $ 1.70
3 Sand M³ 0.0450 $ 30.00 $ 1.35
4 Cement color Kg 0.9321 $ 0.21 $ 0.20
Sub total $ 30.25
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 37.32

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Ceiling Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 13.00
Location : Suai, Covalima District Unit M²

Works Item : Intall 1 m² plywood ceiling

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.1000 $ 5.00 $ 0.50
2 Carpenter Day 0.1000 $ 8.00 $ 0.80
3 Skilled head Day 0.0100 $ 10.00 $ 0.10
4 Foreman Day 0.0050 $ 12.00 $ 0.06
Sub total $ 1.46
 B MATERIAL
1 Plywood Sheet 0.3750 $ 15.00 $ 5.63
2 Nails 1/2'' - 1'' Kg 0.0300 $ 1.75 $ 0.05
Sub total $ 5.68
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 7.14

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Ceiling Works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 14.00
Location : Suai, Covalima District Unit M'

Works Item : Install 1 m' wooden trim profile for ceiling

No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.0500 $ 5.00 $ 0.25
2 Carpenter Day 0.0500 $ 8.00 $ 0.40
3 Skilled head Day 0.0050 $ 10.00 $ 0.05
4 Foreman Day 0.0030 $ 12.00 $ 0.04
Sub total $ 0.74
B MATERIAL
1 Wood trim profile M' 1.0500 $ 2.50 $ 2.63
2 Nail trim Kg 0.0329 $ 1.75 $ 0.06
Sub total $ 2.68
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 3.42

Unit Prices Analysis

TIMOR LESTE STANDAR METHOD OF MEASUREMENT (TL - SMM)
Painting works
Project Tittle : NEW CONSTRUCTION OFFICE OF MSS Works item no. 15.00
Location : Suai, Covalima District Unit M²
1 m² Old wall painting, (1 layer of primer, two coact
Works Item : cover)
No Code Cost Component Unit Coefficient Unit Prices ($) Amount ($)
A LABOR
1 Unskill labor Day 0.0362 $ 5.00 $ 0.18
2 Painter Day 0.0630 $ 8.00 $ 0.50
3 Skilled head Day 0.0064 $ 10.00 $ 0.06
4 Foreman Day 0.0064 $ 12.00 $ 0.08
Sub total $ 0.83
B MATERIAL
1 Priming Kg 0.1200 $ 12.00 $ 1.44
2 Cover paint (2 times) Kg 0.1839 $ 12.00 $ 2.21
3 Brush Piece 0.0294 $ 2.00 $ 0.06
Sub total $ 3.71
C EQUIPMENT
$ -
Sub total $ -
D Sum of Labor, Material & Equipment (A + B + C) $ 4.53
 PRICE LIST OF LABOR AND MATERIALS

NO. DESCRIPTION UNT PRICE (USD) REMARKS

LABOUR
1 Foreman day $ 12.00
2 Chief mason day $ 10.00
3 Chief carpenter day $ 10.00
4 Chief blacksmith day $ 10.00
5 Chief painter day $ 10.00
6 Chief electrician day $ 10.00
7 Worker pipe day $ 8.00
8 mason day $ 8.00
9 carpenter day $ 8.00
10 blacksmith day $ 8.00
11 painter day $ 8.00
13 Unskill labour day $ 5.00
MATERIALS
1 Soil fill m3 $ 25.00
2 Sand fill m3 $ 25.00
3 Sand tide m3 $ 25.00
4 Sand for concrete m3 $ 10.00
5 Stone 15/20 cm m3 $ 10.00
6 Gravel break machine 2/3 cm m3 $ 50.00
7 River stone for disfution m3 $ 10.00
8 Portland Cement 40 kg kg $ 0.21
9 Cement colour for ceramic line (nat) kg $ 0.15
10 Concrete block 40x10x20 grade A2 pc $ 1.00
11 Hollow block 40x15x20 grade 1 pc $ 1.00
12 Beendrat (kawat ikat) kg $ 1.00
14 Round bar Ø 16mm kg $ 2.00
15 Round bar Ø D 12mm kg $ 1.75
16 Round bar Ø 10mm kg $ 1.50
17 Round bar Ø 8mm kg $ 1.25
19 Steel plate 3 mm kg $ 2.00
20 Steel plate 8 mm kg $ 5.00
26 Plate Nipper Rufter pcs $ 3.00
28 Nail kg $ 5.00
30 Steel Strip kg $ 0.25
33 Board 2/20 m' $ 4.50
34 Timber/wooden balk class III m3 $ 275.00
35 Scaffolding wood m3 $ 300.00
41 Wooden cornice profile, 3/4 cm m' $ 2.50
43 Ceramik 60 x 60 cm Pcs $ 1.75
48 Roof tile pc $ -
50 Glass 5 mm (ryban) m2 $ 15.00
 51 Painting wall ex Jotun kg $ 12.50
52 Painting wood kg $ 2.50
53 Painting steel kg $ 2.50
54 Alkaly sealer wall (Plamir) kg $ 5.00
55 Alkaly sealer wood (Plamir) kg $ 5.00
56 Priming wood (Meni) kg $ 1.50
57 Priming steel (Meni) kg $ 1.50
58 Wooden varnish ltr $ 5.50
59 Oil paint (thiner) A lt $ 2.60
60 Paper rub sheet $ 0.50
61 Rollbrush pc $ 3.00
69 Hand locking door panyl (Good quality) unt $ 35.00
70 Hand locking door PVC (Good quality) unt $ 7.00
71 Hand locking door steel (Good quality) pc $ 30.00
72 Hinges door (Good quality) pc $ 5.00
73 Hinges doors steel (Good quality) pc $ 15.00
74 Hinges window & Boven (Good quality) pc $ 3.00
75 Grendel door panyl (Good quality) pc $ 3.00
76 Grendel window & bovenlight (Good quality pc $ 2.00
77 Right wind window & bovenlight (Good quali pc $ 4.00
78 Sead closed ex TOTO unt $ 210.00
80 Wastafel ex TOTO unt $ 50.00
81 Zinc basin for kitchen unt $ 25.00
82 Faucet wall Ø 1/2" pc $ 10.00
83 Pipe drain Ø 1/2" pc $ 2.00
84 Floor drain (Good quality) pc $ 6.50
88 Pipe PVC Ø 1" merk MASPION m' $ 1.00
90 Pipe PVC Ø 2" merk MASPION m' $ 1.88
92 Pipe PVC Ø 3" merk MASPION m' $ 2.50
93 Galvanis pipe Ø 1/2" m' $ 4.25
93 Galvanis pipe Ø 3/4" m' $ 5.25
94 Elbow PVC Ø 1/2" merk MASPION pc $ 0.35
96 Elbow PVC Ø 2" merk MASPION pc $ 1.25
97 Elbow PVC Ø 4" merk MASPION pc $ 2.00
98 Tee PVC Ø 1/2" merk MASPION pc $ 0.35
99 Tee PVC Ø 3/4" merk MASPION pc $ 0.50
100 Tee PVC Ø 2" merk MASPION pc $ 1.25
102 Embodous pc $ 0.10
103 PVC door for toilet merk Trilliun pc $ 60.00
104 Reducing socket PVC Ø 3/4"→1/2" merk M pc $ 1.00
105 Socket PVC Ø 3/4" merk MASPION pc $ 1.00
Faucet Socket PVC with metal insert Ø 3/4"
106 MASPION pc $ 1.00
110 Cable NYY 3 X 2.5mm merk SUPREME m' $ 1.10
112 Flourescent 2 x 38 wt ex Philip (completed) unt $ 30.00
113 Essential lamp 20 wt ex Philip (completed) unt $ 10.00
114 Single switch merk BROCCO pc $ 2.25
115 Double switch merk BROCCO pc $ 2.50
116 Power outlet merk BROCCO pc $ 2.50
115 Ceiling fitting pc $ 2.00
116 Garden Fitting pc $ 6.00
117 Ceilling fan (good quality) unt $ 30.00
118 Aluminium jamb m' $ 15.00
119 Aluminium windows frame m' $ 15.00
120 Aluminium doors frame m' $ 15.00
121 sealan rubber m' $ 2.50
122 Sealan glue kg $ 3.00
124 Paving stone thc 6 cm pc $ 0.80
125 Kerbstone m' $ 6.00
 PERHITUNGAN VOLUME PEKERJAAN

NO URAIAN PEKERJAAN

OFFICE BUILDING + TOILET

I PEKERJAAN TANAH
A BOWPLANK
a Bowplank
Panjang
Lebar

B GALIAN TANAH PONDASI

Galian Tanah
Keliling
Lebar
Tinggi

C PASIR URUG DI BAWAH PONDASI

a Pasir Urug 1
Keliling
Lebar
Tinggi

D URUGAN PASIR DI BAWAH LANTAI

a Urugan Pasir Bawah Lantai
Panjang
Lebar
Tinggi

E URUGAN TANAH BEKAS GALIAN

25% dari pemasangan

pondasi batu kali/gunung

II PEKERJAAN PASANGAN
A PONDASI BATU BELAH/GUNUNG
1 Pasangan Pondasi
Panjang keliling pondasi
Lebar Atas
Lebar Bawah
Tinggi
Volume

B PASANGAN BATAKO
a Pasangan Batako
Luas total tembok
Luas pintu+Jendela+Ventilasi
jadi tot. luas pas. Tembok = Luas tot.tembok dikurangai luas
Pintu+jdnl+ven.

C PLESTERAN
Jumlah

D ACIAN
Jumlah

E LANTAI KERAMIK
a Ruangan Dalam 60 x 60 cm
Panjang
Lebar

b Koridor Depan 60 x 60 cm
Panjang
Lebar
Jadi total keramik 60x60 cm

e Lantai Keramik Kamar Mandi 20 x 20 cm

Panjang
 Lebar
Jumlah

f Dinding Keramik Kamar Mandi 20 x 25 cm

Panjang
Tinggi
Jumlah Sisi
Luas
Jumlah Kamar Mandi

Dinding Keramik Kamar Mandi 20 x 25 cm

Panjang
Tinggi
Jumlah Sisi
Luas
Jumlah Kamar Mandi

Volume dinding keramik total

III PEKERJAAN BETON

1 Sloof
a Sloof 25/25

Keliling
b
h
Jumlah

b Sloof 15/25
Keliling
b
h
Jumlah
2 Kolom
a Kolom 25/25 cm
b
 h
t
Jumlah kolom
Total volume kolom

b Kolom 15/15 cm
b
h
t
Jumlah
Total volume kolom

c Kolom 15/25 cm
b
h
t
Jumlah
Total volume kolom

d Kolom(15/15) cm
b
h
t
Jumlah

3 Ring balok
a Ring Balok 25/25

Keliling
b
h
Jumlah

b Ring Balok 15/25

Keliling
 b
h
Jumlah

c Beam 15/15
Keliling
b
h
Jumlah

d Canopy 15/15
Keliling
b
h
Jumlah

e Reinforced chair
Keliling
b
h
Jumlah
4 Pekerjaan Rabat beton untuk Lantai
a Rabat Beton

Panjang
Lebar
Tebal
Jumlah

b Rabat Beton tangga, type 1

Area
Lebar
Jumlah

c Rabat Beton tangga, type 2

Panjang
 Lebar
Tebal
Jumlah
Total rabat beton utk tangga = (type1 + type2)

IV PEKERJAAN ATAP
A Rangka kuda - kuda Canal C

Panjang Rangka 1 bh kuda-kuda

Jumlah kuda-kuda
Jumlah
B Gording Canal C

Panjang gording
Jumlah
C Penutup atap Zinclorbond

Sisi miring Depan

Panjang
Jumlah
Sisi miring Belakang
Panjang
Jumlah
Total penutup atap Zincolorbond

V PEKERJAAN PLAFOND
1 Rangka Plafond gypsum 9 mm
Panjang
Lebar
Jumlah

2 Penutup Plafond
List plafond
Panjang

VI PEKERJAAN PENGECETAN
1 Pengecetan Dinding
 panjang Dinding bagian dalam
tinggi
Jumlah

panjang Dinding bagian Luar

Tinggi
Jumlah

2 Pengecetan Ceilling
Panjang
Lebar
Jumlah

3 Pengecetan foundation
Panjang
Lebar
Jumlah
EKERJAAN
PERHITUNGAN
TOTAL Volume SATUAN
Volume Satuan

80.00 m'
26.00 m
14.00 m

100.82 m³
141.00 m
1.10 m
0.65 m

14.10 m³
141.00 m
1.00 m
0.10 m

72.00 m³
24.00 m
12.00 m
0.25 m

- m³
22.03 m³
22.03 m
m
m
 88.13 m³
141.00 m
0.35 m
0.90 m
1.00 m
88.13

365.15
439.06 m
73.92 m

365.15 m'

365.15 730.30 m²
2.00 Sisi

730.30 m²
2.00 Sisi

205 m²
20.50 m
10.00 m

48 m²
24.00 m
2.00 m
253 m2

35.00 m²
10.00 m
 3.50 m
35.00 Bh

5.00 m
1.50 m
4.00 Sisi
30.00 m²
2.00 Bh 60

2.00 m
1.75 m
4.00 Sisi
14.00 m²
6.00 Bh 84

144.00 m²

6.00 m³
96.00 m
0.25 m
0.25 m
6.00

1.13 m³
30.00 m
0.15 m
0.25 m
1.13

11.59 m³
0.25 m
 0.25 m
5.30 m
35.00 bh
11.59 bh

0.60 m³
0.15 m
0.15 m
5.30 m
5.00 bh
0.60 bh

1.19 m³
0.15 m
0.25 m
5.30 m
6.00 bh
1.19

1.35 m³
0.15 m
0.15 m
5.00 m
12.00 bh

6.00 m³
96.00 m
0.25 m
0.25 m
6.00

1.13 m³
30.00 m
 0.15 m
0.25 m
1.13

1.19 m³
52.70 m
0.15 m
0.15 m
1.19

8.40 m 0.25 m3
0.10 m
0.30 m
0.25 m3

25.20 0.91 m3
0.12
0.30
0.91

34.56 m³
24.00 m
12.00 m
0.12 m
34.56 bh

1.96 m³
1.96 m2
1.00 m
1.96 m3

3.44 m³
11.25 m
 1.53 m
0.20 m
3.44 m3
5.40

29.82 m 506.94 m'

17.00 bh
506.94 bh
702.00 m'
26.00 m
27.00 bh

8.50 m 221.00 m2
26.00 m
221.00 m2
6.52 m 169.52 m2
26.00 m
169.52 m2
390.52 m2

26.00 m 364.00 m2
14.00 m
364.00 m2

214.00 m²
214.00 m

638.73 m2
152.08 m2
4.20
638.73

56.08 235.53 m2
4.20
235.53

24.00 m 288.00 m2
12.00 m
288.00 m2

72.00 m 57.60 m2
0.80 m
57.60 m2