Referensi Untuk Kontraktor

3. Dengan bantuan craves angkat daa pindahkan bekisting
tersebut untuk distel kembali lie pengecoran berikutnya.

4. Sebelum digunalran kembali bekisting harus diolesi dengan
Oli (untuk ~erawatan).

BEKISTING TUNNEL
BAGIAN ATAS

I . Rekisting plat baja 4 mm
2. GerobaW~avder
3. Skore vertikal dilas dengan pengaku

canal C (dilas dengan
gerobak)
4. Skore pipa horizontal
5. Gelagar dan roda
6. Re1dari besi C, plat baja dan baloMkayu

dugu
7. Tackle 3,5 ton (aIatbantu)
8. Dongkrak 30 ton (alat bancu)
9. Selling dan Incnmntive (alat bantu)

l. sudah dicor

PEMASANGAN BEKISTING TUNNEL ATAS
I. Pasang re1 dan traveler

TRAVELER
COR BETON BAWAH

2. Lerakkan belrisring aras diaras traueler.

3. Kencangkan penyangga-penyangga belcisting

4. Pasang peilutup hekisting atas (stop COT)
5. Terowongan bagian atas siap dicor

Keterangan:
a. KayuGJ12

b. Papan 3/10

c. Bcsi bcton

d. Kawat ram 5-10 mm

METODE PELAKSANAAN CONCRETING HEADR4CETUhNEL

TAHAPAN CONCRETING:

Pembesian sepanjang 145 m 1 1Cycle
Concrcte bag. Bawah sepanjang 2 I .50 rn ke-1
Cuncwte bag. Bawah sepanjang 2 1.50 m kc-2
4. Concrete bag. Aras sepanjang 13.10 m ke-1
5. Concrrfcbag. Atas sepanjang 13.10 m ke-2
6. Concrete bag. Aras sepanjang 13.10 m ke-3 & 4

PEMBONGKAMN BEKISTTNG TUNNELATAS
Kendorkan skor penyangga

2. Buka bekisting tunnelatas dan geser kereta dan relnya
ke lokasi selanjutnya untuk digunakan lagi.

BEKlSTlNG ATAS
TRAVELER

3. Pengecoran rixnnel sclesai.

PT. SANOIMAS REKSAKERAMIKA GRANITO
Office: JI. Raya Mercedes, Desa Cicadas
Kec. Gunung Putri, Kab. Bogor 16964,Indonesia.
Tel. 6221 8670488-93Fax. 6221 867 3424,8670487
Showroom: JI. Muara KarangBlok L-IX Selatan No. 1-7 Jakarta 14450
Tel. 6221 6603616,6603622,6603623Fax. 6221 660 3617
Produk: Keramik

PT. SARANA KENCANAINDAH
Office: Pusat Perdagangan Bahan Bangunan& Interior Mangga Dua

Blok F1 No. I.JI. Raya Mangga Dua, Jakarta 10730, Indonesia
Tel. 021 6009939; 6011809 (hunting)Fax. 021 6245576; 6125426

E-mail: imperoQimperotiles.comWebsite: www.imperotiles.com

Produk: Keramik

Head O W : -

Pusat Perdagangan W a n Bangunan& Interlor Mangga Dust Wok Ft h.1

JL Raya Mangga h a , Jakarla 10730, Inelamsi~

Tef. 02f 600 1809 (huntmg) Fax. 021 624 5576

FT.IMPEKO CSKANITO UTAMA / PT.MAHAKEMMINBOPERKASA
High Tech Fashion Q m m h
1 I rsl I
utv that lasts for all time
I 1
5g .:.

JI. Raya Tangerang Serang Krn. 9>-

Tangerang 15810,Banten, lndongsla.

Tel. 021 5930 2308;590 2407

(hunting) Fax. 021 590 2408

Main Dlstributor:

PT. Sarana Kencana lndah Sejati

JI. Pinangsia 1 No. 16 C-0, [ ,

Jakarta 11110, Indonesia ' '

Branches: Td. 021 324 1182
Surabaya: J!. Demak Timur 2A Surabaya 60172. Fax. 021 626 2407

WI. 031 531 1688 (hunting) Fax. 031 532 0204

Tanjung Plnang: JI. Gatot Subroto No. 63C Tanjung Pfnang 29123

Tel. On1 316 375 Fax. 0771 313 563

Pehnbaru: JI. Teratai No. 44/43, PekanbEtru 28155

Tel. 0761 25 002 Fax. 0761 370 043

Representatives:

Jaws Tengah & YoQyabrta: JI. Puri Anjasmoro, Blk N I t No. 2

Semarang 50144 Tel. 024 761 3615;761 3620 Fax. 024 761 3614

Lampung-Bmgkulu: d.Perum Kedamaian lndah B M D10,Tanjung ,. .

Karang, Bandar hrnpung 35122 Tel. 0721 264 906 Fax. 0721 258 632 $ Ji. Putera Ill bwasa-i I n W
Sumatera Bagian Selatan & Jatmbi: JI. Mangkunegara No. A6 Ruko Pasar Kemls, Tangerang I%%@,
Musl, Palembang 30114 Tel. 0711 822 173 Fax.0711 813 821

-Jawa Barat JI.Pasir Koia No. 476.Banduna 40242
Tet. 022 532 1225 Fax.022 523 1225

-....'.!...,..',-,.-.
m,. ,. siii
.7. :,*..+ Fax. M I

E-mail: imperoOimperotlles.m
Websito: www.irnperotiles.com

PT. TAPAK PERKASA INDOTEK
Office: JI. Anggrek Rosliana Raya No. 90A,
Slipi, Jakarta 11480 INDONESIA
Tel. 6221 5308316 Fax. 6221 5322932
Produk: Specialist Water Proofing 8 Grouting

'I
PT. TAPAK PERKASA INDOTEK
GENERAL CONTRACTOR & SUPPLIER

-w

SPECIALIST

WATER

PROOFING &-OF --pyv.d
GROUr-TINGi i . C
'-
a,,,:,I'I

7- :+

: -- , ..

6 ,y,, -
.,;i-$' .J .; ...
.:;A- L <-k&:;.<
>&T-

.* afl*
-iLs

Office: JI. Ang&
Rostima Raya No. ""2,
Slipi, Jakarta 1148
INDONESIA
Tel. (6221) 530831
Fax. (6221) 53229:

PT. TALENTA MAJU USAHA BERSAMA
Office: BintaroJaya Sektor 9
JI. Mertilang JE 9121 Jakarta
Tel. 622t 74863078-79,74863206
Produk: FRP Lining, Sealant, Movement Joint,
Waterproofing, Floor Hardener, Flooring, Protective
Coating, Concrete Repair, Grouting, Injection

..

- Waterproofing
mlzEa
Floor Hardener . *w,yk i
FloOrjn$cc I , . a.:'
I Saecialist Aaalicator vri,e coating
-

Concrete Repair

Grouting

Injection

BintaroJaya Sektor 9
JI. MertilangJE912I . Tel. (6221) 74863078-79,74863206

E. LAMPIRAN-LAMPIRAN

E.1. ANALISIS HARGA SATUAN
E.2. ANALISIS PRODUKTIVITAS

1. ALAT
2. TENAGA KERJA
E.3. CONTOH CASHFLOW
E.4. CONTOH FORMAT EBPP
E.5. CONTOH PENGAJUAN KLAIM
E.6. CONTOH FORMAT CONTRACTREVEW

E.1. ANALISIS HARGA SATUAN*)

No. Uraian Unit Qtj Harga Satuan Total Harga

A. PEKERJAAN FONDASI m3 1.1000 110,000.00 121,000.00
A. 1 Pasangan Pondasi Batu Kali 1Ps : 2Ps/m3 Kg 267.0000 550.00 146,850.00
m3 0.4270 33,092.50
A. Material: 77,500.00
1. Batu Belah 15/20 cm 300,942.50
2. Portland Cement Type I 20,000.00
3. Pasir Pasang 17,500.00 1,400.00
15,000.00 875.00
B. Pekerja: Hari 0.0700 10,000.00
1. Mandor Hari 0.0500 7,500.00
2. Kepala Tukang Hari 0.5000 3,500.00 15,000.00
3. Tukang Batu Hari 1.5000
4. Pekerja 24,775.00

C. Peralatan: Ls 1.00 3,500.00
1. Alat Bantu
3,500.00
D. Sub Total (A+B+C): 329,217.50
E. Overhead & Profit (10% x D):
F. Total: 0.00
329,217.50
G. Dibulatkan:
329,220.00

A.2 Pasangan Fondasi Batu Kali 1Ps : 3PsIm3

A. Material:

1. Batu Belah 15/20 cm m3 1.1000 110,000.00 121,000.00
550.00 111,100.00
2. Portland Cement Tipe I Kg 202.0000 37,587.50
77,500.00
3. Pasir Pasang m3 0.4850 269,687.50
20,000.00
B. Pekerja: Hari 0.0700 17,500.00 1,400.00
1. Mandor Hari 0.0500 15,000.00 875.00
2. Kepala Tukang Hari 0.5000 10,000.00
3. Tukang Batu Hari 1.5000 7,500.00
4. Pekerja 3,500.00 15,000.00

C. Peralatan: 1.00 24,775.00
1. Alat Bantu
3,500.00
D. Sub Total (A+B+C):
E. Overhead & Profit (10% x D): 3,500.00
F. Total: 297,962.50
G. Dibulatkan:
0.00
297,962.50
297,960.00

* ' ~ a rs~atauan disesuaikan dengan lokasi proyeudaerah dan waktu.

No. Uraian Unit Qtj Harga Satuan Total Harga

A.3 Pasangan Pondasi Batu Kali 1Ps :4Ps/m3

A. Material::

1. Batu Belah 15/20 cm m3 1.1000 110,000.00 121,000.00
89,650.00
2. Portland Cement Tipe I Kg 163.0000 550.00 40,300.00
250,950.00
3. Pasir Pasang m3 0.5200 77,500.00
1,400.00
B. Pekerja: Hari 0.0700 20,000.00 875.00
1. Mandor Hari 0.0500 17,500.00
2. Kepala Tukang Hari 0.5000 15,000.00 7,500.00
3. Tukang Batu Hari 1.5000 10,000.00 15,000.00
4. Pekerja
24,775.00
C. Peralatan: Ls 1.OO 3,500.00
1. Alat Bantu 3,500.00

D. Sub Total (A+B+C): m3 1.1000 110,000.00 3,500.00
E. Overhead & Profit (10% X D): Kg 136.0000 550.00 279,225.00
F. Total: m3
0.5440 77,500.00 0.00
G. Dibulatkan: 279,225.00 '
279,230.00
A.4 Pasangan Pondasi Batu Kali 1Ps : 5PsIm3
121,000.00
A. Material: 74,800.00
1. Batu Belah 15/20 cm 42,160.00
2. Portland Cement Type I 237,960.00
3. Pasir Pasang
1,400.00
B. Pekerja: Hari 0.0700 20,000.00 875.00
1. Mandor Hari 0.0500 17,500.00
2. KepalaTukang Hari 0.5000 15,000.00 7,500.00
3. Tukang Batu Hari 1.5000 10,000.00 15,000.00
4. Pekerja
24,775.00
C. Peralatan: m3 1 3,500.00
1. Alat Bantu 3,500.00
3,500.00
D. Sub Total (A+B+C): 266,235.00
E. Overhead & Profit (10% X D) :
F. Total: 0.00
266,235.00
G. Dibulatkan: 266,240.00

No. Uraian Unit Qtj Harga Satuan Total Harga

A.5 Pasangan Batu Kosong /rn3 m3 1.1000 110,000.00 -
A. Material: m3 0.3000 60,000.00
1. Batu Belah 15/20 crn 121,000.00
2. Pasir Urug Hari 0.0700 20,000.00 18,000.00
Hari 1.0000 10,000.00 139,000.00
B. Pekerja:
1. Mandor Ls 1 .OO 1,500.00 1,400.00
2. Pekerja 10,000.00
202.0000 550.00 11,400.00
C. Peralatan: 0.3200 85,000.00
1. Alat Bantu 0.4900 90,000.00 1,500.00
0.4500 120,000.00 1,500.00
D. Sub Total (A+B+C): Kg 15 1,900.00
E. Overhead & Profit (10% x D): m3 0.0800 20,000.00
F. Total: m3 0.0300 17,500.00 0.00
m3 0.3000 15,000.00 15 1,900.00
G. Dibulatkan: 2.0000 10,000.00 15 1,900.00

A.6 Beton Siklop Dengan 40% Batu Kali/rn3 1 .OO 3,500.00 1 1 1,100.00
A. Material: 27,200.00
1. Portland Cement Tipe I 44,100.00
2. Pasir Beton 54,000.00
3. Koral Beton 236,400.00
4. Batu Kali Bulat
1,600.00
B. Pekerja: Hari 525.00
1. Mandor Hari
2. Kepala Tukang Hari 4,500.00
3. Tukang Batu Hari 20,000.00
4. Pekerja 26,625.00

C. Peralatan: Ls 3,500.00
1. Alat Bantu 3,500.00
266,525.00
D. Sub Total (A+B+C):
E. Overhead&Prof;t(lO% x D): 0.00
F. Total : 266,525.00
266,530.00
G. Dibulatkan:

No. Uraian Unit Qtj Harga Satuan Total Harga

A.7 Beton Siklop Dengan 30% Batu Kali/m3

A. Material :

1. Portland CementTipe I Kg 235.0000 550.00 129,250.00
32,300.00
2. Pasir Beton m3 0.3800 85,000.00 50,400.00
42,000.00
3. Koral Beton m3 0.5600 90,000.00 253,950.00

4. Batu Kali Bulat m3 0.3500 120,000.00 1,600.00
525.00
B. Pekerja: Hari 0.0800 20,000.00
1. Mandor Hari 0.0300 17,500.00 4,500.00
2. KepalaTukang Hari 0.3000 15,000.00 20,000.00
3. Tukang Batu Hari 2.0000 10,000.00 26,625.00
4. Pekerja
3,500.00
C. Peralatan: Ls 1-00 3,500.00 3,500.00
1. Alat Bantu 284,075.00

D. Sub Total (A+B+C): 0.00
E. Overhead&Profit (10% x D): 284,075.00
F. Total: 284,080.00

G. Dibulatkan: 1,445.78
781.50
A 8 Pemancangan Tiang Pancang Dia. 400 mm (Asumsi Panjang Tiang 24 m')/ml
2,227.28
A. Material:
104.17
1. Diesel Oil Ltr 0.7815 1,850.00 273.44
156.25
2. Lubricant Ltr 0.0521 15,000.00 156.25
208.33
B. Pekerja: Hari 0.0052 20,000.00 260.42
1. Mandor Hari 0.0156 17,500.00 2,083.33
2. Kepala Tukang Hari 0.0052 30,000.00 1,041.67
3. Mechanic Hari 0.0052 30,000.00 4,283.86
4. Electn'cian Hari 0.0052 40,000.00
5. Operator (Heuy) Hari 0.0260 10,000.00 13,025.00
6. Pekerja Nos 0.0417 50,000.00 4,168.00
7. Jointing Nos 0.0417 25,000.00 17,193.00
8. CuttofPile 23,704.14

C. Peralatan: Jam 0.0521 250,000 0.00
1. Crawler Crane 45 Ton Jam 0.0521 80,000 23,704.14
2. Diesel Hammer K-35
23,700.00 -
D. Sub Total (A+B+C):
E. Overhead & Profit (10% x D):
F. Total:

G. Dibulatkan:

No. Uraian Unit Qt'y Harga Satuan Total Harga

A.9 PemancanganTiang Pancang Dia. 500 mm (Asumsi Panjang Timg 24 ml)/m'

A. Material:

1. Diesel Oil Ltr 0.78 15 1,850.00 1,445.78
781.50
2. Lubricant Ltr 0.0521 15,000.00
2,227.28
B. Pekerja: Hari 0.0052 20,000.00
1. Mandor Hari 0.0156 17,500.00 104.17
2. KepalaTukang Hari 0.0052 30,000.00 273.44
3. Mechanic Hari 0.0052 30,000.00 156.25
4. Ek-ctrician Hari 0.0052 40,000.00 156.25
5. Operator (Heay) Hari 0.0260 10,000.00 208.33
6. Pekerja Nos 0.0417 55,000.00 260.42
7. Jointing Nos 0.0417 25,000.00 2,291.67
8. CuttofPik-f 1,041.67
4,492.20
C. Peralatan : Jam 0.0521 250,000
1. Crawler Crane 45 Ton Jam 0.0521 90,000 13,025.00
2. Diesel Hammer K 4 5 4,689.00
17,714.00
D. SubTotal (A+B+C): 24,433.48
E. Overhead & Profit (10% X D):
F. Total: 0.00
24,433.48
G . Dibulatkan: 24,430.00

A. 10 PemancanganTiang Pancang Dia. 600 mm (Asumsi Panjang Tiang 24 rn')/m' 1,651.13
892.50
A. Material:
2,543.63
1. Diesel Oil Ltr 0.8925 1,850.00
104.17
2. Lubricant Ltr 0.0595 15,000.00 273.44
156.25
B. Pekerja: Hari 0.0052 20,000.00 156.25
1. Mandor Hari 0.0156 17,500.00 208.33
2. KepalaTukang Hari 0.0052 30,000.00 260.42
3. Mechanic Hari 0.0052 30,000.00 2,500.00
4. Electrician Hari 0.0052 40,000.00 1,041.67
5. Operator (Heay) Hari 0.0260 10,000.00 4,700.53
6. Pekerja Nos 0.0417 60,000.00
7. Jointing Nos 0.0417 25,000.00 14,875.00
8. CuttofPik 5,355.00
20,230.00
C. Peralatan: Jam 0.0595 250,000 27,474.16
1. Crawler Crane 45 Ton Jam 0.0595 90,000
2. Diesel Hammer K-45 0.00
27,474.16
D. SubTotal (A+B+C): 27,470.00
E. Overhead&Pr~jt(lO%xD):
F. Total:
G . Dibulatkan:

No. Uraian Unit Q t j Harga Satuan Total Harga

A. 11 Bored Pile Dia. 500 mm/m' Ltr 1.5630 1,850.00 2,891.55
A. Material:
1. Diesel Oil Ltr 0.1042 15,000.00 1,563.00
2. Lubricant
3. Ready Mix Concrete-K300 m3 0.2355 210,000.00 49,455.00
4. Besi Beton
5. Kawat Beton Kg 25.7578 2,650.00 68,258.20

B. Pekerja: Kg 0.3864 7,500.00 2,897.75
1. Mandor
2. Kepala Tukang 125,065.50
3. Mechanic
4. Electrician Hari 0.0052 20,000.00 104.17
5. Operator (Heay) Hari 0.0156 17,500.00 273.44
6. Pekerja Hari 0.0052 30,000.00 156.25
7. CuttofPile Hari 0.0052 30,000.00 156.25
Hari 0.0052 40,000.00 208.33
C. Peralatan: Hari 0.0260 10,000.00 260.42
1. Boring Equipment Nos 0.0417 40,000.00 1,666.67
2. Buang tanah hasil Pengeboran
3. Others 2,825.53

D. Sub Total (A+B+C): Jam 0.1042 300,000 31,260.00
E. Overhead &Projit (10% x D):
F. Total: m3 0.2355 10,000 2,355.00

G. Dibulatkan: Ls 1,500.00

3 5 1 15.00
163,006.03

0.00
163,006.03

163,010.00

ANALISIS HARGA SATUAN

No. Uraian Unit Qtj Harga Satuan Total Harga

B. PEKERJAAN BETON m3 1.0300 210,000.00 216,300.00
B. 1 Beton K-300
m3 1.0000 3,000.00 3,000.00
A. Material:
1. Ready Mix Concrete-K300 219,300.00
2. Curing Concrete
Hari 0.0250 20,000.00 500.00
B. Pekerja: Hari 0.0500 17,500.00 875.00
1. Mandor Hari 0.2500 15,000.00 3,750.00
2. KepalaTukang Hari 0.7500 10,000.00 7,500.00
3. Tukang Batu
4. Pekerja 12,625.00

C . Peralatan: Jam 0.0833 187,500 15,618.75
1. ConcretePump Car 60 m3/hr Jam 0.3333 7,500 2,499.75
2. Concrete Vibrator
18,118.50
D. SubTotal (A+B+C):
E. Overhead QProjt (10% x D): 250,043.50
F. Total: 0.00
G. Dibulatkan:
250,043.50
B.2 Lantai Kerja 1: 3 : 5 tebal 5 cm/m2
A. Material: 250,040.00
1. Portland Cement Tipe I
2. Pasir Beton Kg 10.9000 550.00 5,995.00
3. Koral Beton 2,210.00
m3 0.0260 85,000.00 3,960.00
B. Pekerja:
1. Mandor m3 0.0440 90,000.00 12,165.00
2. KepalaTukang
3. Tukang Batu Hari 0.0060 20,000.00 120.00
4. Pekerja Hari 0.0020 17,500.00 35.00
Hari 0.0200 15,000.00 300.00
C. Peralatan: Hari 0.1500 10,000.00 1,500.00
1. Alat Bantu
m2 1 5,000.00 1,955.00
D. SubTotal (A+B+C):
E. Overhead & Profit (10% x D): 5,000.00
F. Total:
G. Dibulatkan: 5,000.00
19,120.00

0.00
19,120.00
19,120.00

No. Uraian Unit Qt'y Harga Satuan Total Harga

B.3 PVC Waterstop Lebar 300 rnrnlrn' rn' 1.0200 115,500.00 117,8 10.00
A. Material: 117,810.00
1. PVC Waterstop Lebar 300 rnrn
Hari 0.0030 20,000.00 60.00
B. Pekerja: Hari 0.0350 15,000.00 525.00
1. Mandor Hari 0.0550 10,000.00 550.00
2. Tukang Kayu
3. Pekerja 1,135.00

C. Peralatan: rn' 1 750.00 750.00
1. Alat Bantu
750.00
D. Sub Total (A+B+C): 119,695.00
E. Overhead & Profit (10% x D):
F. Total: 0.00
G. Dibulatkan: 119,695.00
B.4 PembesianIKg
A. Material: 119,700.00

1. Besi Beton Kg 1.0200 2,650.00 2,703.00
2. Kawat Beton 112.50
Kg 0.0150 7,500.00
B. Pekerja: 2,815.50
1. Mandor Hari 0.0003 20,000.00
2. Kepala Tukang Hari 0.0007 17,500.00 6.00
3. Tukang Batu Hari 0.0070 15,000.00 12.25
4. Pekerja Hari 0.0070 10,000.00 105.00
70.00
C. Peralatan: Jam 0.0040 7,500
1. Bar Bender Jam 0.0040 8,750 193.25
2. Bar Cutter
30.00
D. Sub Total (A+B+C): 35.00
E. OverheadQ P r o j t (10% x D):
F. Total: 65.00
G. Dibulatkan: 3,073.75

0.00
3,073.75

3,070.00

No. Uraian Unit Qtjl Harga Satuan Total Harga

B.5 Pemasangan Wirp meshlm2 m2 1.0200 30,000.00 30,600.00
A. Material:
1. Wire mesh Kg 0.0050 7,500.00 37.50
2. Kawat Beton
30,637.50
B. Pekerja:
1. Mandor Hari 0.0015 20,000.00 30.00
2. Kepala Tukang Hari 0.0025 17,500.00 43.75
3. Tukang Batu Hari 0.0250 15,000.00 375.00
4. Pekeja Hari 0.0250 10,000.00 250.00

C. Peralatan: 698.75
1. Alat Bantu
m2 1 500.00 500.00
D. Sub Total (A+B+C):
E. Overhead 8.Prof;t (10%x D): 500.00
F. Total: . 31,836.25
G. Dibulatkan:
B.6 Bekisting untuk Pile Caplm2 0.00
A. Material: 31,836.25

-1. Kayu Bekisting (Papan) 31,840.00

2. Paku Biasa 2" 5" m3 0.0400 300,000.00 12,000.00
3. Minyak Bekisting
Kg 0.3000 5,000.00 1,500.00
B. Pekerja :
1. Mandor Ltr 0.1000 6,500.00 650.00
2. KepalaTukang
3. Tukang Kayu 14,150.00
4. Pekerja
Hari 0.0050 20,000.00 100.00
C. Peralatan: Hari 0.0260 17,500.00 455.00
1. Alat Bantu Hari 0.2600 15,000.00 3,900.00
Hari 0.3000 10,000.00 3,000.00
D. Sub Total (A+B+C):
E. Overhead & Profit (10% x D): 7,455.00
F. Total:
G. Dibulatkan: m2 1 0.00

0.00
21,605.00

0.00
21,605.00

21,610.00

No. Uraian Unit Qtj Harga Satuan Total Harga

B.7 Bekisting untuk Sloof/m2 m3 0.0450 300,000.00 13,500.00
A. Material : Kg 0.3000 5,000.00 1,500.00
Ltr 0.1000 6,500.00
-1. Kayu Bekisting (Papan) 650.00
0.0050 20,000.00
2. Paku Biasa 2" 5" 0.0260 17,500.00 15,650.00
3. Minyak Bekisting 0.2600 15,000.00
0.3000 10,000.00 100.00
B. Pekerja: Hari 455.00
1. Mandor Hari 1 3,900.00
Hari 3,000.00
2. Kepala Tukang Hari 70.0000
3. Tukang Kayu 11.5000 7,455.00
4. Pekerja 0.0430
0.00
C. Peralatan: m2 0.0 150
1. Alat Bantu 0.0100 0.00
0.1000 23,105.00
D. Sub Total (A+B+C): 0.3200
E. Overhead &Profit(lO% x D) : 0.00
F. Total: 1 23,105.00

G. Dibulatkan: 23,110.00

B.8 Bekisting Pile Cap dari Batu bata putih/m2

A. Material:

1. Bata Putih 5x1lx22cm Bh 100.00 7,000.00
550.00 6,325.00
2. Portland Cement Tipe I Kg 77,500.00 3,332.50

3. Pasir Pasang m3 20,000.00 16,657.50
17,500.00
B. Pekerja: Hari 15,000.00 300.00
1. Mandor Hari 10,000.00 175.00
2. KepalaTukang Hari 1,500.00
3. Tukang Batu Hari 1,000.00 3,200.00
4. Pekerja
5,175.00
C. Peralatan:
1. Alat Bantu 1,000.00

D. Sub Total (A+B+C): 1,000.00
E. Overhead &Projt (10%x D): 22,832.50
F. Total:
0.00
G. Dibulatkan: 22,832.50

22,830.00

ANALISIS HARGA SATUAN

No. Uraian Unit Q t j Harga Satuan Total Harga

C. PEKERJAAN PASANGAN DINDING BATA & PLESTERAN

C. 1 Dinding Bata 112 Batu Adukan 1Pc:2Ps/m2

A. Material:

1. Bata Merah 5x1lx22cm Bh 70.0000 200.00 14,000.00
10,422.50
2. Portland Cement Tipe I Kg 18.9500 550.00 2,945.00

3. Pasir Pasang m3 0.0380 77,500.00

27,367.50

B. Pekerja: Hari 0.0150 20,000.00 300.00
1. Mandor Hari 0.0100 17,500.00 175.00
2. Kepala Tukang Hari 0.1000 15,000.00 1,500.00
3. Tukang Batu Hari 0.3200 10,000.00 3,200.00
4. Pekerja

5,175.00

C. Peralatan: rn2 1 1,000.00 1,000.00
1. Alat Bantu

D. Sub Total (A+B+C): 1,000.00
33,542.50
E. Overhead B Projit (10% X D):
F. Total: 0.00
33,542.50

G. Dibulatkan: 33,540.00

C.2 Dinding Bata 112 Batu Adukan 1Pc:3Ps/m2

A. Material:

1. Bata Merah 5x1lx22cm Bh 70.0000 200.00 14,000.00
14.3700 550.00 7,903.50
2. Portland Cement Tipe I Kg 0.0400 77,500.00 3,100.00

3. Pasir Pasang m3

25,003.50

B. Pekerja: Hari 0.0150 20,000.00 300.00
1. Mandor Hari 0.0100 17,500.00 175.00
2. Kepala Tukang Hari 0.1000 15,000.00 1,500.00
3. Tukang Batu Hari 0.3200 10,000.00 3,200.00
4. Pekerja

5,175.00

C. Peralatan: m2 1 1,000.00 1,000.00
1. Alat Bantu

D. Sub Total (A+B+C): 1,000.00
E. Overhead BProjit (10% x D): 31,178.50
F. Total:
0.00
31,178.50

G. Dibulatkan: 31,180.00

No. Uraian Unit Q t j Harga Satuan Total Harga

C.3 Dinding Bata 112 Batu Adukan 1Pc:4Pslm2

A. Material:

1. Bata Merah 5x1lx22cm Bh

2. Portland CementTipe I Kg

3. Pasir Pasang m3

B. Pekerja: Hari
1. Mandor Hari
2. Kepala Tukang Hari
3. Tukang Batu Hari
4. Pekerja

C. Peralatan:
1. Alat Bantu

D. Sub Total (A+B+C): 129,830.00
E. Overhead& Projit (10% x D):
F. Total:

1 G. Dibulatkan:

C.4 Dinding Bata 112 Batu Adukan 1Pc:5Ps/m2

A. Material:

1. Bata Merah 5x1lx22cm Bh

2. Portland Cement Tipe I Kg
3. Pasir Pasang m3

B. Pekerja: Hari
1. Mandor Hari
Hari
~ 2. Kepala Tukang Hari
3. Tukang Batu
4. Pekeria

C. Peralatan:
1. Alat Bantu

D. Sub Total (A+B+C): 27,990.00

E. Overhead ei.Projit (10% x D) :

F. Total:

G. Dibulatkan:

No. Uraian Unit Q tj Harga Satuan Total Harga

C.5 Dinding Hollow Conblock T=20cmlm2

A. Material:

1. Conblock 4Ox20x20cm Bh 12.5000 3,250.00 40,625.00
7,425.00
2. Portland Cement Tipe I Kg 13.5000 550.00 3,720.00

3. Pasir Pasang m3 0.0480 77,500.00 340.00
262.50
B. Pekerja: 51,770.00 2,250.00
1. Mandor 3,500.00
2. Kepala Tukang Hari 0.0170 20,000.00
3. Tukang Batu Hari 0.0150 17,500.00 0.00
4. Pekerja Hari 0.1500 15,000.00
Hari 0.3500 10,000.00 58,122.50
0.00
C. Peralatan: 6,352.50
1. Alat Bantu m2 1 58,122.50
58,120.00
0.00
31,250.00
D. Sub Total (A+B+C): 5,747.50
E. Overhead &Projt (10% x D): 2,945.00
F. Total:
300.00
G. Dibulatkan: 2 10.00
1,800.00
C.6 Dinding Hollow Conblock T=15cmlm2 3,200.00

A. Material: 0.00
0.00
1. Conblock 4Ox20x15cm Bh 12.5000 2,500.00 45,452.50
0.00
2. Portland Cement Tipe I Kg 10.4500 550.00 45,452.50
45,450.00
3. Pasir Pasang m3 0.0380 77,500.00

B. Pekerja: 39,942.50
1. Mandor
2. Kepala Tukang Hari 0.0150 20,000.00
3. Tukang Batu Hari 0.0120 17,500.00
4. Pekerja Hari 0.1200 15,000.00
Hari 0.3200 10,000.00

5,510.00

C. Peralatan:
1. Alat Bantu

D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D):
F. Total:

G. Dibulatkan:

- Unit Qtj Harga Satuan Total Harga

No. Uraian Bh 12.5000 1,750.00 21,875.00
Kg 10.4500 550.00 5,747.50
C.7 Dinding Hollow Conblock T=10cmlm2 m3 0.0380 2,945.00 .
A. Material: 77,500.00
1. Conblock 40x20x10cm 30,567.50
2. Portland CementTipe I 20,000.00
3. Pasir Pasang 17,500.00 300.00
15,000.00 210.00
B. Pekerja: Hari 0.0150 10,000.00 1,800.00
1. Mandor Hari 0.0120 3,200.00
2. Kepala Tukang Hari 0.1200
3. Tukang Batu Hari 0.3200 5,510.00
4. Pekerja
0.00
C. Peralatan: m2 1
1. Alat Bantu 0.00
36,077.50
D. Sub Total (A+B+C):
E. Overhead& Profit (10% x D): 0.00
F. Total: 36,077.50

G. Dibulatkan: 36,080.00

C.8 Dinding Bata Karawang 12x11x24cmlm2

A. Material:

1. Bata Karawang 12x1lx24cm Bh 36.0000 700.00 25,200.00
12.8000 550.00 7,040.00
2. Portland CementTipe I Kg 0.0350 77,500.00 2,712.50

3. Pasir Pasang m3 20,000.00 34,952.50
17,500.00
B. Pekerja: Hari 0.0150 15,000.00 300.00
1. Mandor Hari 0.0100 10,000.00 175.00
2. Kepala Tukang Hari 0.1000 1,500.00
3. Tukang Batu Hari 0.3000 0.00 3,000.00
4. Pekerja
4,975.00
C. Peralatan: m2 1
1. Alat Bantu 0.00

D. Sub Total (A+B+C): 39,927.50
E. Overhead &Profit (10% x D): 0.00
F. Total:
G. Dibulatkan: 39,927.50
39,930.00

PT. TANJUNG PACIFIC

Office: KompleksTaman Modern Cakung Blok R 5
No. 9 Cakung, Jakarta Timur
Tel. 46831302 - 46825708Fax. 46825707
Produk: Peralatan Berat

TANJUNG PACIFIC

Koml r Taman Modem ( R 5 No. ! kung,

Jakarta Timur Tel. 46831302-4g825708 Fax. 46825707

PT. POTAINDO MACHINERY
Head Office: JI. Pungut Raya No.62,

-NarogongBekasi 17116 Indonesia

Tel. 62-21-8212020Fax: 62-21-8204079
Emaif:potaindo8dnet.net.id
Produk:Tower Crane

---PT POTAINDO MACHINE

PTJAYASAKTI WIDYATAMA

-Office: JI. Duri Pulo No.97,Jakarta 10140

Tel. 021 5688454 5688492 Fax. 021 56961221
Produk:Specialof Rental Concrete Pump
Stockist of Spare parts: IHI, SCHWING, MlTSUBlSHl
SCHWING

PT. BERKAT USAHA MANDlRl
Office: Ruko Pecah Kulit Centre Blok B 7-8
J1. Pecah Kulit Pasar No. 53 B, Jakarta Barat 11110
Telepon: (021) 6269356-6269358
Faksimili: (021) 6269362
Produk: Technical Supply, Rental Equipment

No. Uraian Unit Qtj Harga Satuan Total Harga

C.9 Plesteran 1Pc:2Ps Tebal=l5rnrn/rn2 Kg 9.3000 550.00 5,115.00
A. Material: 1,395.00
1. Portland Cement Tipe I rn3 0.0180 77,500.00 6,510.00
2. Pasir Pasang
Hari 0.0100 20,000.00 200.00
B. Pekerja: Hari 0.0150 17,500.00 262.50
1. Mandor Hari . 0.1500 15,000.00 2,250.00
2. Kepala Tukang Hari 0.2000 10,000.00 2,000.00
3. Tukang Batu 4,712.50
4. Pekerja rn2 1 500.00
500.00 500.00
C. Peralatan:
1. Alat Bantu 11,722.50
0.00
D. Sub Total (A+B+C):
E. Overhead QProfit (10% x D): 11,722.50
F. Total: 11,720.00
G. Dibulatkan:
C.10 Plesteran 1Pc:3Ps Tebal =15rnm/mz Kg 7.0700 550.00 3,888.50
A. Material: 1,627.50
rn3 0.0210 77,500.00
1. Portland Cement Tipe I 5,516.00
2. Pasir Pasang
Hari 0.0100 20,000.00 200.00
B. Pekerja: Hari 0.0150 17,500.00 262.50
1. Mandor Hari 0.1500 15,000.00 2,250.00
2. Kepala Tukang Hari 0.2000 10,000.00 2,000.00
3. Tukang Batu
4. Pekerja 4,712.50

C. Peralatan: rnz 1 500.00 500.00
1. Alat Bantu
500.00 -
D. Sub Total (A+B+C):
E. Overhead QProfit (10% x D) : 10,728.50
F. Total: 0.00
G. Dibulatkan:
10,728.50

10,730.00

No. Uraian Unit Qtj Harga Satuan Total Harga

C. 11 Plesteran 1Pc:4Ps Tebal =15rnm/rn2 Kg 5.6900 550.00 3,129.50
A. Material: 1,782.50
1. Portland CementTipe I m3 0.0230 77,500.00
2. Pasir Pasang 4,912.00
Hari 0.0100 20,000.00
B. Pekerja: Hari 0.0150 17,500.00 200.00
1. Mandor Hari 0.1500 15,000.00 262.50
2. Kepala Tukang Hari 0.2000 10,000.00 2,250.00
3. Tukang Batu 2,000.00
4. Pekerja rn2 I
4,712.50
C. Peralatan:
1. Alat Bantu 0.00

D. Sub Total (A+B+C): 0.00
E. Overhead &Profit (10% x D): 9,624.50
F. Total:
0.00
G. Dibulatkan: 9,624.50
C.12 Plesteran 1Pc:5Ps Tebal = 15rnm/m2
9,620.00
A. Material :
1. Portland CementTipe I Kg 4.7600 550.00 2,618.00
2. Pasir Pasang 1,860.00
rn3 0.0240 77,500.00
B. Pekerja: 4,478.00
1. Mantlor Hari 0.0100 20,000.00
2. Kepala Tukang Hari 0.0150 17,500.00 200.00
3. Tukang Batu Hari 0.1500 15,000.00 262.50
4. Pekerja Hari 0.2000 10,000.00 2,250.00
2,000.00
C. Peralatan: m2 1
1. Alat Bantu 4,712.50

D. Sub Total (A+B+C): 0.00
E. Overhead &Profit (10% x D):
F. Total: 0.00
G. Dibulatkan: 9,190.50

0.00
9,190.50

9,190.00

No. Uraian Unit Q t j Harga Satuan Total Harga

C. 13 Plesteran 1Pc:2PsTebal =20rnm/rn2 Kg 12.4400 550.00 6,842.00
A. Material: 1,937.50
1. Portland Cement Tipe I m3 0.0250 77,500.00
2. Pasir Pasang 8,779.50
Hari 0.0125 20,000.00
B. Pekerja: Hari 0.0200 17,500.00 250.00
1. Mandor Hari 0.2000 15,000.00 350.00
2. Kepala Tukang Hari 0.2500 10,000.00 3,000.00
3. Tukang Batu 2,500.00
4. Pekerja rn2 1
6,100.00
C. Peralatan:
1. Alat Bantu 0.00

D. Sub Total (A+B+C): 0.00
E. Overhead &Proft (10% x D) : 14,879.50
F. Total: .
G. Dibulatkan: 0.00
C.14 Plesteran 1Pc:3Ps Tebal =20rnm/rn2 14,879.50
A. Material:
14,880.00
1. Portland Cement Tipe I
2. Pasir Pasang Kg 9.4200 550.00 5,181.00
2,170.00
B. Pekerja: rn3 0.0280 77,500.00
1. Mandor 7,351.00
2. Kepala Tukang
3. Tukang Batu Hari 0.0125 20,000.00 250.00
4. Pekerja Hari 0.0200 17,500.00 350.00
Hari 0.2000 15,000.00 3,000.00
C. Peralatan: Hari 0.2500 10,000.00 2,500.00
1. Alat Bantu
6,100.00
D. Sub Total (A+B+C):
E. Overhead &Proft (10% x D): m2 1 0.00
F. Total:
G. Dibulatkan: 0.00
13,451.00

0.00
13,451.00

13,450.00

No. Uraian Unit Q t j Harga Satuan Total Harga

C.15 Plesteran 1Pc:4PsTebal =20mm/m2 Kg 7.5900 550.00 4,174.50
A. Material:
1. Portland CementTipe I m3 0.0300 77,500.00 2,325.00
2. Pasir Pasang
6,499.50
B. Pekerja:
1. Mandor Hari 0.0125 20,000.00 250.00
2. Kepala Tukang Hari 0.0200 17,500.00 350.00
3. Tukang Batu Hari 0.2000 15,000.00 3,000.00
4. Pekerja Hari 0.2500 10,000.00 2,500.00

C. Peralatan: 6,100.00
1. Alat Bantu
m2 1 0.00
D. Sub Total (A+B+C):
E. Overhead &Projt (10% x D): 0.00
F. Total: 12,599.50

G. Dibulatkan: 0.00
C.16 Plesteran 1Pc:SPsTebal =20mm/mz 12,599.50

A. Material: 12,600.00
1. Portland CementTipe I
2. Pasir Pasang Kg 6.3500 550.00 3,492.50

B. Pekerja: m3 0.0310 77,500.00 2,402.50
1. Mandor
2. Kepala Tukang 5,895.00
3. Tukang Batu
4. Pekerja Hari 0.0125 20,000.00 250.00
Hari 0.0200 17,500.00 350.00
C. Peralatan: Hari 0.2000 15,000.00 3,000.00
1. Alat Bantu Hari 0.2500 10,000.00 2,500.00

D. Sub Total (A+B+C): 6,100.00
E. Overhead &Projt (10% x D):
F. Total: m2 1 0.00
G. Dibulatkan:
0.00
11,995.00

0.00
11,995.00

12,000.00

ANALISIS HARGA SATUAN

No. Uraian Unit Qt'y Harga Satuan Total Harga

D. PEKERJAAN PELAPIS LANTAI DAN DINDING

D. 1 Lantai Screed t 20 mm/m2

A. Material :

1. Portland Cement Tipe I Kg 15.0000 550.00 8,250.00
77,500.00 3,100.00
2. Pasir Pasang m3 0.0400 11,350.00
20,000.00
B. Pekerja: Hari 0.0125 17,500.00 250.00
1. Mandor Hari 0.0200 15,000.00 350.00
2. KepdaTukang Hari 0.2000 10,000.00 3,000.00
3. Tukang Batu Hari 0.2500 2,500.00
4. Pekerja 500.00 6,100.00

C. Peralatan: m2 1 500.00
1. Alat Bantu 500.00
17,950.00
D. Sub Total .(A+B+C):
E. Overhead &Profit (10% x D): 0.00
F. Total: 17,950.00

G. Dibulatkan: 17,950.00

D.2 Lantai Kerarnik Uk. 20x20 cm/m2 m2 1.0200 30,000.00 30,600.00
A. Material: Kg 11.3800 550.00 6,259.00
1. Keramik Ikad 20x20 cm m3 0.0420 3,255.00
2. Portland Cement Tipe I Kg 1.5000 77,500.00 1,687.50
3. Pasir Pasang 1,125.00 41.801.50
4. Semen Warna
20,000.00 500.00
B. Pekerja: Hari 0.0250 17,500.00 437.50
1. Mandor Hari 0.0250 15,000.00 3,750.00
2. KepdaTukang Hari 0.2500 10,000.00 5,000.00
3. Tukang Batu Hari 0.5000 9,687.50
4. Pekerja 500.00
500.00
C. Peralatan: m2 1
1. Alat Bantu snn.nn

D. Sub Total (A+B+C): 51,989.00
E. Overhead &Profit (10% x D) : 0.00
F. Total :
51,989.00
G. Dibulatkan :
51,990.00

No. Uraian Unit Qtj Harga Satuan Total Harga

D.3 Lantai Keramik Uk. 30x30 crnlm2 rn2 1.0200 30,000.00 30,600.00
A. Material:
1. Kerarnik Ikad 30x30 crn Kg 14.1500 550.00 7,782.50
2. Portland CementTipe I
3. Pasir Pasang m3 0.0390 77,500.00 3,022.50
4. Semen Warna
Kg 2.0000 1,125.00 2,250.00
B. Pekerja:
1. Mandor 43,655.00
2. Kepala Tukang
3. Tukang Batu Hari 0.0250 20,000.00 500.00
4. Pekerja
Hari 0.0250 17,500.00 437.50
C. Peralatan:
1. Alat Bantu Hari 0.2500 15,000.00 3,750.00

D. Sub Total. (A+B+C): Hari 0.5000 10,000.00 5,000.00
E. Overhead &Profit (10% x D):
F. Total: 9,687.50

G. Dibulatkan: m2 1 500.00 500.00

D.4 Lantai Marrnerlrn2 500.00
A. Material: 53,842.50
1. Marrner Eks Citatah
2. Portland CementTipe I 0.00
3. Pasir Pasang 53,842.50
4. Semen Warna
53,840.00
B. Pekerja:
1. Mandor rn2 1.0500 230,000.00 241,500.00
2. KepalaTukang
3. Tukang Batu Kg 14.1500 550.00 7,782.50
4. Pekerja
m3 0.0390 77,500.00 3,022.50
C. Peralatan:
1. Alat Bantu (Polish) Kg 2.0000 1,125.00 2,250.00

D. Sub Total (A+B+C): 254,555.00
E. Overhead &Projit (10% x D):
F. Total: Hari 0.0500 20,000.00 1,000.00

G. Dibulatkan: Hari 0.0500 17,500.00 875.00

Hari 0.5000 15,000.00 7,500.00

Hari 1.0000 10,000.00 10,000.00

19,375.00

m2 1 12,000.00 12,000.00

12,000.00
285,930.00

0.00
285,930.00

285,930.00

No. Uraian Unit Q tj Harga Satuan Total Harga

D.5 Dinding Porselin 11x1l/rn2 Bh 83.0000 650.00 53,950.00
A. Material: 5,115.00
1. Porselin 11 x 11 cm Kg 9.3000 550.00 1,395.00
2. Portland CementTipe I 1,687.50
3. Pasir Pasang rn3 0.0180 77,500.00
4. Semen Warna 62,147.50
Kg 1.5000 1,125.00
B. Pekerja: 500.00
1. Mandor Hari 0.0250 20,000.00 875.00
2. Kepala Tukang Hari 0.0500 17,500.00 7,500.00
3. Tukang Batu Hari 0.5000 15,000.00 5,000.00
4. Pekerja Hari 0.5000 10,000.00
13,875.00
C. Peralatan:
1. Alat Bantu 0.00

D. Sub Total (A+B+C): 0.00
E. Overhead &Projt (10% x D): 76,022.50
F. Total:
0.00
G. Dibulatkan: 76,022.50

D.6 Dinding Keramik 20 x 20/m2 76,020.00
A. Material:
1. Kerarnik Ikad 20x20 cm m2 1.0200 30,000.00 30,600.00
2. Portland Cement Tipe I
3. Pasir Pasang Kg 9.3000 550.00 5,115.00
4. Semen Warna
rn3 0.0150 77,500.00 1,162.50
B. Pekerja:
1. Mandor Kg 1.5000 1,125.00 1,687.50
2. Kepala Tukang
3. Tukang Batu 38,565.00
4. Pekerja
Hari 0.0300 20,000.00 600.00
C. Peralatan: Hari 0.0450 17,500.00 787.50
1. Alat Bantu Hari 0.4500 15,000.00 6,750.00
Hari 0.6000 10,000.00 6,000.00
D. Sub Total (A+B+C):
E. Overhead &Projt (10% x D): 14,137.50
F. Total:
m2 1 500.00 500.00
G. Dibulatkan:
500.00
53,202.50

0.00
53,202.50

53,200.00

No. Uraian Unit Qtj Harga Satuan Total Harga

D.7 Dinding Marmer (Sistem Basah)/mz m2 1.0500 230,000.00 241,500.00
A. Material:
1. Marmer Eks Citatah Bh 2.0000 400.00 800.00
2. Paku Pancing 60x230
3. Portlrrnd Cement Tipe I K g 12.4400 550.00 6,842.00
4. Pasir Pasang
5. Semen Warna m3 0.0250 77,500.00 1,937.50

B. Pekerja: Kg 1.5000 1,125.00 1,687.50
1. Mandor
2. Kepala Tukang 252,767.00
3. Tukang Batu
4. Pekerja Hari 0.0500 20,000.00 1,000.00

C. Peralatan: Hari 0.0500 17,500.00 875.00
1. Alat Bantu
Hari 0.5000 15,000.00 7,500.00
D. SubTotal '(A+B+C):
E. Overhead &Profit (10% x D): Hari 1.0000 10,000.00 10,000.00
F. Total:
19,375.00
G. Dibulatkan:
m2 1 3,000.00 3,000.00
D.8 Dinding Marmer (Sistem Kering)/m2
A. Material : 3,000.00
1. Marmer Eks Citatah 275,142.00
2. Rangka Baja
3. AngMr 0.00
275,142.00
B. Pekerja:
1. Mandor 275,140.00
2. Kepala Tukang
m2 1.0500 230,000.00 241,500.00
3. Tukang Batu m2 1.0000 90,000.00 90,000.00
4. Pekerja Bh 4.0000 7,500.00 30,000.00

C. Peralatan: 361,500.00
1. Alat Bantu
Hari 0.0100 20,000.00 200.00
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D) : Hari 0.1000 17,500.00 1,750.00
F. Total:
Hari 1.0000 15,000.00 15,000.00
G. Dibulatkan:
Hari 2.0000 10,000.00 20,000.00

36,950.00

m2 1 5,000.00 5,000.00

5,000.00

403,450.00
0.00

403,450.00

403,450.00

No. Uraian Unit Q tj Harga Satuan Total Harga

D.9 Dinding Batu Palimanan/m2 m2 1.0500 45,000.00 47,250.00
A. Material: 6,462.50
1. Batu Palimanan Kg 11.7500 550.00 2,712.50
2. Portland Cement Tipe I
3. Pasir Pasang m3 0.0350 77,500.00 56,425.00

B. Pekerja: Hari 0.0300 20,000.00 600.00
1. Mandor Hari 0.0350 17,500.00 612.50
2. Kepala Tukang Hari 0.3500 15,000.00 5,250.00
3. Tukang Batu Hari 0.6200 10,000.00 6,200.00
4. Pekerja
m2 1 12,662.50
C. Peralatan:
1. Alat Bantu 0.00

D. Sub Total (A+B+C): 0.00
69,087.50
E. Overhead &Profit (10% x D):
0.00
F. Total: 69,087.50
G. Dibulatkan:
D. 10 Floor Hardener/m2 69,090.00
A. Material:
Kg 5.0000 2,000.00 10,000.00
1. Floor Hardener (Mastercron)
10,000.00
B. Pekerja:
1. Mandor Hari 0.0060 20,000.00 120.00
2. Kepala Tukang Hari 0.0120 17,500.00 2 10.00
-3. Tukang Batu Hari 0.1200 15,000.00 1,800.00
4. Pekerja Hari 0.1200 10,000.00 1,200.00

C. Peralatan: 3,330.00
1. Alat Bantu
m2 1 500.00 500.00
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D) : 500.00
F. Total: 13,830.00
G. Dibulatkan:
0.00
13,830.00

13,830.00

A

ANALISIS HARGA SATUAN

No. Uraian Unit Qtj Harga Satuan Total Harga

E. PEKERJAAN PLAFOND

E. 1 Rangka Langit-langit lxlm Kayu Kamper/m2

A. Material:

1. Kayu Kamper m3 0.0120 1,200,000.00 14,400.00
0.1000 5,000.00 500.00
2. PakuBiasa2"- 5" Kg
14,900.00
B. Pekerja: Hari 0.0075 20,000.00
1. Mandor Hari 0.0250 17,500.00 150.00
2. Kepaia Tukang Hari 0.2500 15,000.00 437.50
3. Tukang Kayu Hari 0.1 500 10,000.00 3,750.00
4. Pekerja 1,500.00

C. Peralatan: m2 1 1,000.00 5,837.50
1. Alat Bantu
1,000.00
D. Sub ~ o t (dA+B+C):
E. Overhead &Profit ((10% x D): 1,000.00
F. Total: 21,737.50

G. Dibulatkan: 0.00
21,737.50

21,740.00

E.2 Rangka Langit-langit 3Ox60cm Kayu Kamper/m2

A. Material:

1. Kayu Karnper m3 0.0230 1,200,000.00 27,600.00
0.1500 5,000.00 750.00
2. Paku Biasa 2"- 5" Kg
28,350.00
B. Pekerja: Hari 0.0100 20,000.00
1. Mandor Hari 0.0300 17,500.00 200.00
2. Kepala Tukang Hari 0.3000 15,000.00 525.00
3. Tukang Kayu Hari 0.2000 10,000.00 4,500.00
4. Pekerja 2,000.00

C. Peralatan: m2 1 1,000.00 7,225.00
1. Alat Bantu
1,000.00
D. Sub Total (A+B+C):
E. Overhead &Profit (lOYo x D): 1,000.00
F. Total: 36,575.00

G. Dibulatkan: 0.00
36,575.00

36,580.00

No. Uraian Unit Qtj Harga Satuan Total Harga

E.3 Listplank Uk. 3x30crn, Kayu Karnper/rn2 rn3 0.0110 1,200,000.00 13,200.00
A. Material: Kg 0.0500 5,000.00 250.00

-1. Kayu Karnper 13,450.00

2. Paku Biasa 2" 5" 110.00
385.00
B. Pekerja: Hari 0.0055 20,000.00 3,300.00
1. Mandor Hari 0.0220 17,500.00 1,100.00
2. Kepala Tukang Hari 0.2200 15,000.00
3. Tukang Kayu Hari 0.1100 10,000.00 4,895.00
4. Pekerja
1,000.00
C. Peralatan: rn' 1 1,000.00
1. Alat Bantu 1,000.00
19,345.00
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D): 0.00
F. Total: . 19,345.00

G. Dibulatkan: 19,350.00

E.4 Langit-langit Plyzuood Uk. 30 x 60 crn/rn2

A. Material:

1. Plywood 4'x8'x4rnm Lbr 0.3600 35,000.00 12,600.00
0.0300 5,000.00 150.00
2. Paku Biasa 2"- 5" Kg
12,750.00
B. Pekerja: Hari 0.0035 20,000.00
1. Mandor Hari 0.0100 17,500.00 70.00
2. Kepala Tukang Hari 0.1000 15,000.00 175.00
3. Tukang Kayu Hari 0.0700 10,000.00 1,500.00
4. Pekerja 700.00

C. Peralatan: rn2 1 1,000.00 2,445.00
1. Alat Bantu
1,000.00
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D): 1,000.00
F. Total: 16,195.00

G. Dibulatkan: 0.00
16,195.00

16,200.00

No. Uraian Unit Qtj Harga Satuan Total Harga

0.3750 -
0.0300
E.5 Langit-langit Plywood Uk. 60 x 120 cmlm2
0.0035
A. Material: 0.0100
0.1000
-1. Plywood 4'x8'x4mm Lbr 0.0700 35,000.00 13,125.00
Kg 5,000.00 150.00
2. Paku Biasa 2" 5" 1
20,000.00 13,275.00
B. Pekerja: Hari 0.3800 17,500.00
1. Mandor Hari 0.0300 15,000.00 70.00
2. Kepala Tukang Hari 10,000.00 175.00
3. Tukang Kayu Hari 0.0035 1,500.00
4. Pekerja 0.0100 1,000.00 700.00
0.1000
C. Peralatan: m2 0.0700 2,445.00
1. Alat Bantu
1 1,000.00
D. Sub Total (A+B+C):
E. 0verhtki &P Y . J(; ~1 % x D): 1,000.00
F. Total: . 16,720.00

G. Dibulatkan: 0.00
16,720.00
E.6 Langit-langit Gypsum tebal9 mmlm2
A. Material: 16,720.00
1. Gypsum Board tebal9 mm
2. Paku Biasa 2"+ 5" Lbr 70,000.00 26,600.00
Kg 5,000.00 150.00

B. Pekerja: Hari 20,000.00 26,750.00
1. Mandor Hari 17,500.00
2. KepalaTukang Hari 15,000.00 70.00
3. Tukang Kayu Hari 10,000.00 175.00
4. Pekerja 1,500.00
1,000.00 700.00
C. Peralatan: m2
1. Alat Bantu 2,445.00

D. Sub Total (A+B+C): 1,000.00
E. Overhead &Projt (10% x D):
F. Total: 1,000.00
30,195.00
G. Dibulatkan:
0.00
30,195.00

30,200.00

ANALISIS HARGA SATUAN

No. Uraian Unit Qtj Harga Satuan Total Harga

F. PEKERJAAN RANGKA & PENUTUP ATAP

F. 1 Konstruksi Kuda-Kuda Kayu Kamper/m3

A. Material:

-1. Kayu Kamper m3 1.1000 1,200,000.00 1,320,000.00
Kg
2. Paku Biasa 2" 5" 0.8000 5,000.00 4,000.00

3. Besi Strip Kg 15.0000 3,500.00 52,500.00

1,376,500.00

B. Pekerja: Hari 0.2000 20,000.00 4,000.00
1. Mandor Hari 1.2000 17,500.00 21,000.00
2. Kepala Tukang Hari 12.0000 15,000.00 180,000.00
3. Tukang Kayu Hari 4.0000 10,000.00 40,000.00
4. Pekerja
245,000.00

C. Peralatan: m3 1 15,000.00 15,000.00
1. Alat Bantu
15,000.00
D. Sub Total (A+B+C): 1,636,500.00
E. Overhead &Profit (10% x D):
F. Total: 0.00
1,636,500.00
G. Dibulatkan:
1,636,500.00

F.2 Kaso + Reng Genteng Monier Kayu Kamper/m2

A. Material:

-1. Kayu Kamper m3 0.0140 1,200,000.00 16,800.00
Kg 0.1500 5,000.00 750.00
2. Paku Biasa 2" 5"
17,550.00
B. Pekerja: Hari 0.0050 20,000.00
1. Mandor Hari 0.0100 17,500.00 100.00
2. Kepala Tukang Hari 0.1000 15,000.00 175.00
3. Tukang Kayu Hari 0.1000 10,000.00 1,500.00
4. Pekerja 1,000.00

C. Peralatan: m2 1 1,000.00 2,775.00
1. Alat Bantu
1,000.00
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D) : 1,000.00
F. Total: 21,325.00

G. Dibulatkan: 0.00
21,325.00

21,330.00

523

No. Uraian Unit Q tj Harga Satuan Total Harga

F.3 Atap Genteng Monier/m2 Bh 10.0000 2,500.00 25,000.00
A. Material:
1. Genteng Monier Kg 0.1000 5,000.00 500.00
2. Paku Biasa 2"- 5"
25,500.00
B. Pekerja:
1. Mandor Hari 0.0100 20,000.00 200.00
2. Kepala Tukang Hari 0.0300 17,500.00 525.00
3. Tukang Batu Hari 0.3000 15,000.00 4,500.00
4. Pekerja Hari 0.1500 10,000.00 1,500.00

C. Peralatan: 6,725.00
1. Alat Bantu
m2 1 1,000.00 1,000.00
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D): 1,000.00
F. Total: . 33,225.00

G. Dibulatkan: 0.00
F.4 Nok Genteng Monierlm2 33,225.00

A. Material : 33,230.00
1. Nok Genteng Monier
2. Portland CementTipe I Bh 3.5000 12,000.00 42,000.00
3. Pasir Pasang
4. PakuBiasa2"- 5" Kg 6.0000 550.00 3,300.00

B. Pekerja: m3 0.0250 77,500.00 1,937.50
1. Mandor
2. Kepala Tukang Kg 0.0500 5,000.00 250.00
3. Tukang Kayu
4. Pekerja 47,487.50

C. Peralatan: Hari 0.0080 20,000.00 160.00
1. Alat Bantu Hari 0.0080 17,500.00 140.00
Hari 0.1500 15,000.00 2,250.00
D. Sub Total (A+B+C): Hari 0.2500 10,000.00 2,500.00
E. Overhead &Profit (10% x D):
F. Total: 5,050.00

G. Dibulatkan: m' 1 2,000.00 2,000.00

2,000.00
54,537.50

0.00
54,537.50

54,540.00

ANALISIS HARGA SATUAN

No. Uraian Unit Qtj Harga Satuan Total Harga

G. PEKERJAAN LANDSCAPE m2 1.0200 54,000.00 55,080.00
G.1 Pekerjaan Paving Block/m2 m3 0.0550 77,500.00 4,262.50

A. Material : 59,342.50
1. Paving Block
2. Pasir Pasang Hari 0.0250 20,000.00 500.00
Hari 0.0500 17,500.00 875.00
B. Pekerja: Hari 0.1000 15,000.00 1,500.00
1. Mandor Hari 0.2500 10,000.00 2,500.00
2. Kepala Tukang
3. Tukang Batu 5,375.00
4. Pekerja
m3 1 1,500.00 1,500.00
C. Peralatan:
1. Alat Bantu 1,500.00
66,217.50
D. Sub Total (A+B+C):
E. Overhead &Profit (10% x D): 0.00
F. Total: 66,217.50

G. Dibulatkan: 66,220.00

G.2 Pekerjaan Kansteen/m2' Bh 2.5000 16,500.00 41,250.00
A. Material :
1. Kansteen 15x25~40 Kg 8.7000 550.00 4,785.00
2. Portland Cement Tipe I
3. Pasir Pasang m3 0.0234 77,500.00 1,813.50

B. Pekerja: 47,848.50
1. Mandor
2. Kepala Tukang Hari 0.0250 20,000.00 500.00
3. Tukang Batu Hari 0.0500 17,500.00 875.00
4. Pekerja Hari 0.1000 15,000.00 1,500.00
Hari 0.2500 10,000.00 2,500.00
C. Peralatan:
1. Alat Bantu 5,375.00

D. Sub Total (A+B+C): m3 1 1,500.00 1,500.00
E. Overhead &Profit (10% X D):
F. Total: 1,500.00
54,723.50
G. Dibulatkan:
0.00
54,723.50

54,720.00

No. Uraian Unit Qtj Harga Satuan Total Harga

G.3 Pagar BRC/m2

A. Material:

1. Pagar BRC eks Lion Mesh h=1.75 m m3 1.0000 68,125.00 68,125.00
0.8333 43,000.00 35,833.33
2. Tiang BRC Tipe 175-1 Bh 0.0450 165,000.00 7,425.00

3. Ready Mix Concrete-BO m3 111,383.33

B. Pekerja: Hari 0.0167 20,000.00 333.33
1. Mandor Hari 0.0333 17,500.00 583.33
2. Kepala Tukang Hari 0.0667 15,000.00 1,000.00
3. Tukang Besi Hari 0.1667 10,000.00 1,666.67
4. Rkerja
3,583.33

C. Peralatan: m3 1 1,000.00 1,000.00
iI. Alat Bantu
1,000.00
D. Sub Total (A+B+C): 115,966.66
E. Overhead& Projt (10% x D):
F. Total: 0.00
115,966.66
G. Dibulatkan:
115,970.00

PT ITU AIRCON CO.
MarketingOffice: Komplehs Perkantoran
Kebon Jeruk Baru Blok N9.Jakarta 11530
Tel, 6221 5308486,5321094-95,5330228-28
Fax. 6221 5308487E-mail: salesQaircon.co.id
Website: www.aircon.co.id

uality.

Reliabilitv

Speed.

INDUSTRI TATA UDAMH muurwra

CV. SENTRAL AIRCON RAYA
Office: JI. NgagelJaya Utara 151, Surabaya
Tel. 031 5024049,5026455,6016500,
5028141 Fax. 031 5025354
Produk: Contractor, Engineering,Consultan
& Supplier Air Conditioning& Ventilation

4ir Conditioning -,
8 Ventilatior

-JI. NgagelJaya Utara 151, Surabaya, -..

Tel. (031) 5024049,5026455,601 6500,

.5028141Fax. (031) 5025354 : :.?%; -
-. .
Cr' , .o

PT. RUHAAK PHALA INDUSTRI. LTD
Office: lntercon Plaza Blok C No. 12 A
KompleksTaman Kebon Jeruk,
JI. Meruya Utara, Jakarta Barat 11630
Tel. 5848503,5848505 Fax. 5304733,5845567
Produk: Hydromechanical& Electrical Works

~RUWKPHA~I~DUSTRI,LTD

Tehnologi dan Kualitas

Hydromechanical
& Electrical
Works

Pompa Pengendali
Banjir
Bendung Gerak &
Bendung Karet
Pintu Air

2

PompaAngguk, Caltex, C

PT. LELCOTRlNlNDO
Office: JI.KH. Mas Mansyur No. 11
Kompleks Jembatan Lima Permai Blok D 8-9
Jakarta 10140. Indonesia
Telp. 6306430 - 6347650. Fax. 6316279.

E-mail: hiro8 rad.net.id/marketing8lelco.co.id

Produk: Lighting

D -ecorative LIUIIIJIIU

DAFTAR HARGA SATUAN BAHAN

NO. BAHAN SATUAN HARGA (RP.)

I. SIPIL DAN ARSITEKTUR

1. Portland Cement
2. a. Batu Split (Dia. 1 s/d 2 cm)

b. Batu Split (Dia. 2 s/d 3 cm)
c. Batu split (Dia. 3 sld 5 cm)
3. Koral Beton
4. a. Pasir Beton
b. Pasir Pasang
c. Pasir Urug
5. Batu Belah
6. Besi Beton BJPT 24 dia. 6 mm
BJPT 24 dia. 8 mm
BJPT 24 dia. 10 mm
7. Kawat Beton
8. Paku
9. Beton Ready Mix. K-255 slump 12 +I-2 cm
(termasuk retarder =/- 4 jam
10. Homogenous tile ex. Niro Garnito Go1A
Uk. 30 x 30 cm unpolish
Homogenous tile ex. Niro Garnito Go1 a
Uk. 30 x 30 cm unpolish
11. Homogenous tile ex. Niro Garnito Go1A
Uk. 40 x 40 cm
12. Hebel tebal = 10 cm
13. Drymix thuned
14. Perekat keramik
15. Keramik Roman uk. 30 x 30 cm Gol. A

HARGA SATUAN UPAH7

NO. URAIAN PER HARI
1 Pekerja Rp. 25.000.00,-
2. Tukang Batu Rp. 35.000.00,-
3. Tukang Kayu Rp. 35.000.00,-
4. Tukang Besi Rp. 35.000.00,-
5. Tukang Cor Rp. 35.000.00,-
6. Kepala Tukang Rp. 41.250.00,-
7. mandor Rp. 56.000.00,-

'Harga Satuan upah disesuiakan dengan lokasi proyekldaerah dan waktu.

528