Referensi Untuk Kontraktor

-

CONTOH BIAYA LAPANGAN (SITE EXPENSES)

NO. URAWV J U M M JUMLAH SxARy (Rp)

PERSONIL BULAN PER BULAN T 0 TA L

12 3 45 6

I. XEYSTMF

1 . Project Manager 00

2. Deputy Project Manager 00

3. Site Manager 00

4. Engineering Manager 00

5. Administration & Purchasing Manager 00

11. STAFF

19 Driver -- 0 0
0 0
20 Maid at Mess bd

1 TOTAL

BUKUREFERENSUINTUK KONTRAKTOBRANGUNAGNEDUNDGAN SIPIL LAMPIRAEN. l

CONTOH BIAYA PERLENGKAPAN KANTOR DIREKSI

NO. URAIAN PEKERJAAN Sat. VOLUME H A R G A (Rp)
SATUAN JUMLAH
12
34 5 6
1 Meja Pimpro
2 Kursi Pimpro bh 0 0
3 Meja Pengawas bh 0 0
4 Kursi Pengawas bh 0 0
5 Sofa untuk Tamu bh 0 0
6 Meja untuk Rapat bh 0 0
7 Kursi Rapat bh 0 0
8 Papan Tulis bh 0 0
9 Meja Gambar bh 0 0
10 File Cabinet bh 0 0
1I Kalkulator bh 0 0
12 Mesin Ketik bh 0 0
13 A C ( 1 1 1 2 P K ) bh 0 0
14 Exhaust Fan unit 0 0
15 Fire Extinguisher bh 0 0
16 R a k bh 0 0
17 Alat Tulis, Kertas Copy bh 0 0
Ls 0 0

Jumlah 0

--

CONTOH BIAYA PERLENGKAPAN KANTOR PEW<SANA

7. Kursi Rapat unit 00
8. Papan Tulis unit 00
9. Meja Garnbar bh 00
10. File Cabinet bh 00
11. Mesin Tik bh 00
12. Kalkulator bh 00
13. Mesin Foto kopi bh 00
14. Mesin Blue Print bh 00
15. A.C. ( 1 , PK) bh 00
16. Exhaust Fan bh 00
17. Fire Extinfuisher bh 00
18. Aqua bh 00
19. Rak bh 00
20. Facsimile bh 00
21. Drinkinf Water/dIspenser bh 00
22. Ploter printer bh 00
23. Komputer bh 00
24. Printer bh 00
25. S.S.B. bh 00
26. Airphone unit 00
27. Handy Talky di site bh 00
28. Alat-alat Tulis, Kertas Copy dl.. LS 00

Jumlah U

CONTOH BIAYA PEMELIHARAAN PERALATAN UMUM & KENDARAAN

CONTOH PERHITUNGAN BIAYA ASURANSI

1. C.A.R. = 0.30 % x Rp. = Rp. 0
= Rp. 0
2. ASTEK = 0,2 % x NK 0.25% x Rp = Rp 0

3. ASURANSI KESEHATAN = Org. @ Rp = Rp 0
= Rp 0
Untuk karyawan -
Untuk buruh

4. PERSONAL ACCIDENT + EVACUATION1 REPATRIATION

Untuk karyawan = 630 Org. @ Rp.
5 000 Org. @ Rp.

5. Untuk buruh = 12.950

RP 0

CONTOH PERHITUNGAN BIAYA PROVISI DAN BIAYA BANK

1. PROVISI TENDER BOND - = Rp -

2. PROVISI UANG MUKA -- = Rp -
-
3. PROVISI JAMINAN PELAKSANAAN = = Rp
-
4. BIAYABANK JUMLAH = Rp
= Rp 533
i

E.2. ANALISIS PRODUKTIVITAS

E.2.1. PRODUKTMTAS ALAT

TABEL PERHITUNGAN KAPASITAS PRODUKSI ALAT BERAT

HYDRAULIC EXCAVATOR

INPUT:

1. TYPE EXCAVATOR : PC200-6

2. BUCKET FACTOR : Ringan

3. CYCLETIME : Om - 2m (ringan)
- Kedalaman & Kondisi Galian : 45' - 90'
- Sudut Swing Bucket
- Tempat Pembuangan : Dumptruck

4. JOB EFFICIENCY : 0.80
- Equpment Efficiency

- Operator Efficiency : Terampil
: Terang, segar
- Natural Efficiency

OUTPUT:

KAPASITAS PRODUKSI EXCIAVATOR : 83.00 m3/Hr (Loose Cubic Meter)

TABEL PERHITUNGAN KAPASITAS PRODUKSI ALAT BERAT

DUMP TRUCK

INPUT: :T I
1. DUMP TRUCK CAPACITY :I 1
2. LOADER EQUIPMENT I-: I
3. EXCAVATION TYPE
T m3/Hr (Loose Cubic Meter)
4. CYCLETIME

- Hauling Distance (m') : T

I ( :- Average speed of loaded truck (KmIHr)
I ( :- Average speed of empty truck (KmlHr)
1 -5. JOB EFFICIENCY (Operating Condition)

OUTPUT: :I
KAPASITAS PRODUKSI EXCAVATOR

HYDRAULIC EXCAVATOR
EXCAVATION

= 83.00 m3/jam (loose)

Dimana : -- = 83.00 m3/jam
-- = 0.88 m3
Q = Hourly production (m3/hr) - = 22.00 Second
q = Production per cycle (m3) = 0.58
Cm = Cycle time (Min.) --
E = Job efficiency

1. Production per cycle (q) = PC200-6 = 0.80 m3
q=qlxK = Ringan = 1.10

Where :
q' = The heaped capacity given in the

specification sheet
K = Bucket factor

2. Cycle time (Cm) 22.00 second

Cm =Excavatingtime + swing time (loaded) +
dumping time + swing time (empty)

Where : 6.00 second Om - 2m (ringan)

* Excavating time :

kedalaman gali dan kondisi galian.

Waktu gali (detik)

Kondisi galit Ringan Rata-rata Agak Sulit Sulit
Kedalaman galian
6 9 15 26
Om - 2m 7 11 17 28
2m - 4m 8 13 19 30
4m - lebih

* Waktu putar tergantung dari sudut dan kecepatan putar 5.00 second

Waktu putar (detik)

Sudut putar

450 - 900 -4 7 ' diambil 5

900 - 1800 5-8 diambil 6

* Waktu buang tergantung pada kondisi pembuangan material. 6.00 Second

satuan (detik):

535

Ke dalarn Dump truck -5 8 diarnbil 6
Ke ternpat Pembuangan
-3 6 diambil 5

3. Effisiensi Kerja.
Lihat tabel 1.

E l = Faktor Kondisi Peralatan = 0.80

E2 = Faktor Operator & Mekanik = Terampil = 0.80

E3 = Faktor Cuaca = Terang, segar = 0.90

A = (Lebar bucket - 0.3 m) x panjang perapian x 3600lCm x E

= 54

Dimana :

A = produksi per jam (m2/jam) = 54

Cm = Waktu siklus (detik) = 10

E = Eff~siensKi erja = 0.3

Lebar Bucket PC200-6 = 0.800 m'

Panjang perapian = I m'

1. Waktu siklus (Cm) = 10 detik

Waktu siklus = Waktu perapian + waktu travel

Waktu perapian = -

Panjang Panjang perapian 1.00 m'
0.10 mldetik
tebingperapian Kecepatan perapian
(m) (mldetik) -
-
- 0.5 0.20

0.5 - 1 0.10

1- 2 0.08

2 - 4 0.05

-4 - lebih0.02 detik
Waktu travel = 8 12 detik

2. Effisiensi kerja
Effisiensi kerja berkisar 0.2 0.4

DUMP TRUCK 11 T O N (Common)

= 14.67 m3/hr (loose)
= 11.74 m31hr (bank)

Q = Hourly Production (m3/hr) - 14.67 m3/hr
q = Production per Cycle (m3) - 4.06 m3
Et = Job Efficiency - 0.81 Baik sekali
Cmt = Cycle Time (min.)
- 13.43
1. Production per Cycle ( q )

Where:

n : Number of cycles required for backhoe to fill dump truck =8
q l : Bucket capacity of Loader (m3) = 0.80 m3
K : Bucket factor of Loader = 1.10
E : Job Effisiensi Loader = 0.58

2. Cycle Time (Cmt) 13.43 minutes

The cycle time of a dump truck consist of the following factor :

1. Time required for backhoe to fill dump truck = 2.93 minutes

2. Hauling Time = 6.00 minutes

3. Time required for unloading (dumping) = 0.50 minutes

4. Time required for returning = 3.00 minutes

5. Time required for dump truck to be positioned for = 1.00 minutes

loading and for the backhoe to start loading

Accordingly, the cycle time = (1)+(2)+(3)+(4)+(5) = 13.43 minutes

The cycle time is calculated as follows :

Cmt = n. Cms + D + tl+ -+ t 2

Loading - v2
Time
(1) v1 Returning Spot and
Time Delay Time
Hauling Dumping (4) (5)
Time Time
(3)
(2)

Where, n Number of cycle required for backhoe to fill dump truck

n - Cllql x K -8

C 1 : Rated capacity of Dump Truck - 6.88 m3

q l : Bucket capacity (m3) of Loader - 0.80 m3

K : Bucket factor of Loader. - 1.10 m3

Cms : Cycle time of backhoe (min.) - 22.00 Sec
D : Hauling distance of dump truck (m) - 2000 m

v 1 : Average speed of loaded truck (mlmin) - 20 Kmlhr
v 2 : Average speed of empty truck (mlmin) - 40 Kmlhr

t l : Time required for dumping + time required - 0.5 min.

for stand by until dumping is started (min.)

Time required for truck to be positioned and - 1 min.

for backhoe to start loading (min.)

(1). Loading Time = 2.93 Minutes

The time required for a backhoe to load a dump truck

is obtained by the following calculation .

Loading Time = Cycle time (Cms) x No. of cycles to
fill dump truck (n)

(a). Cycle Time of Backhoe (Cms) = 22.00 Sec.
The cycle time of a backhoe is dependent on

the type of backhoe.

(b). Number of cycles required for a backhoe to fill
dump truck full (n).
The payload of a dumptruck depends on its
capacity or weight.

- Where the payload is determined by the capacity, - 8

n = Rated capacity (m3) of dump truck
Bucket Capacity (m3) x bucket factor

TABEL PERHITUNGAN KAPASITAS PRODUKSI ALAT BERAT

INPUT : BULLDOZER
1. TYPE BULLDOZER
2. BLADEFACTOR :TI
3. HAULING DISTANCE (M')
4. JOB EFFICIENCY -:

- Equpment Efficiency :TI
- Operator Efficiency
- Natural Efficiency :TI

:I

I-:

OUTPUT : /: rn3m'r (Loose Cubic Meter)
KAPASITAS PRODUKSI BULLDOZER

TABEL PERHITUNGAN KAPASITAS PRODUKSI ALAT BERAT

WHEEL LOADER

INPUT: :pi%iq
1. TYPE WHEEL LOADER
2. BUCKET FACTOR :m-:
3. HAULING DISTANCE (M')
4. JOB EFFICIENCY :TI
:I
- Equpment Efficiency I-:

- Operator Efficiency

- Natural Efficiency

OUTPUT: : m3/Hr (Loose Cubic Meter)
KAPASITAS PRODUKSI WHEEL LOADER

CALCULATION OF PRODUCTION BULLDOZER CAPACITY

qx6OxexE

= 122.00 m3/hr (loose)

Where: - = 122.00 m3/hr
- - 2.86 m3
Q = Hourly ~roduction(m3/hr)
- - 1.oo
9 = Production per cycle (m3) -
e = Grade factor - - 0.53
- 0.74 min
E = Job effeciency
2.86 Min
Cm = Cycle time (in minute)

1. Production per cycle (q)
For dozing operation, the blade capacity is theoritically
calculated as follow:
q=qlxa

Where : 0.74 Min.
q' = Blade capacity
a = Blade factor

2. Cycle Time (Cm)
The time needed for a bulldozer to complete one cycle
(dozing, reversing and gear shifting) is calculated by

Where: - = 20.00 m'
D = Haul distance (m) - - 50 mt/min
F = Forward Speed (mlmin) - 83 m'lmin
R = Reverse speed (mlmin)
Z = Time required for gear shifting (min.) - 0.10 min

(1). Kecepatan maju, kecepatan mundur

- -Biasanya kecepatan maju berkisar antara 3 5 krnljam dan kecepatan mundur antara 5 7

kmljam.

Jika mesin menggunakan TORQFLOW maka kecepatan maju di-

ambil0,75 dari maksimum sedangkan kecepatan mundur 0,85 maksimum.

(2). Waktu yang diperlukan untuk ganti persneling. Waktu untuk ganti persnellinq

Mesin ~ e r a klangsung : 0.10 menit
0.20 menit
- dengan tongkat tunggal 0.05 menit

- dengan tongkat ganda
Mesin-mesin TORQFLOW

3. Job Efficiency - -- 0.90
- 0.65
El = Equipment efficiency = Sedang Tabel 1. Efisiensi Kerja
E2 = Operator efficiency = Terang, segar
E3 = Natural efficiency

Tabel 1. Efisiensi Kerja

Kondisi Baik Pemeliharaan Mesin Buruk Buruk
operasi Alat sekali Baik Sedang sekali
Baik sekali 0.83 0.70 0.63
Baik 0.78 0.81 0.76 0.65 0.60
Sedang 0.72 0.75 0.71 0.60 0.54
Buruk 0.63 0.69 0.65 0.52 0.45
Buruk sekali 0.52 0.61 0.57 0.42 0.32
0.50 0.47

FAKTOR-FAKTOR YANG MEMPENGARUHI PRODUKSI PERALATAN

1. Faktor Kondisi Peralatan
Produksi suatu peralatan sangat dipengaruhi kondisi fisiknya.
Kondisi peralatan layak operasi ditinjau dari aspek ekonomi adalah antara:
K = 100%sebagai kondisi maksimum, dan

K = 60% sebagai kondisi minimum
Untuk perhitungan kondisi peralatan diambil:

2. Faktor Operator dan Mekanik
Kemampuan Operator dan Mekanik dibagi dalam 4 klasifikasi didasarkan atas
Curriculum Vitae (CV). Nilai kemampuan Operator dan Mekanik adalah sebagai berikut:

KUALIFIKASI IDENTITAS NILAI
Terampil (Curriculum Vitae) 0.80
a. Pendidikan STWSederajat
b. Sertifikasi SIMPISIPP(111) dan atau
c. Pengalaman > 6000 jam

Cukup a. Pendidikan STWSederajat 0.70
b. Sertifikasi SIMPISIPP(11) dan atau
c. Pengalaman 4000-6000jam

Sedang a. Pendidikan STMISederajat 0.65
b. Sertifikasi SIMPISIPP(I) dan atau
c. Pengalaman 2000-4000jam

Kurang a. Pendidikan STMISederajat 0.50
b. Sertifikasi; dan atau
c. Pengalaman <3000jam

3. Faktor Cuaca
Keadaan cuaca.yaitu kelengasan dan temperatur udara sangat mempengaruhi prestasi kerja
operator.

KONDISI CUACA FAKTOR KET.

Terang, segar menidjam %
Terang, panas, berdebu
Mendung 55160 0.90
Gelap
50160 0.83

45160 0.75

40160 0.66

Tabel 2. Faktor sudut dalam penggusuran

Derajat pelaksanaan penggusuran Faktor Sudut

Penggusuran Penggusuran dapat dilaksanakan 1.1 - 0.9 + 0.90

ringan dengan sudut penuh tanah lepas: 0.9 - 0.7 + 0.70
0.7 - 0.6 + 0.60
Kadar air rendah, tanah berpasir 0.6 - 0.4 + 0.40

tak dipadatkan, tanah biasa, bahanl

material untuk timbunan-

persediaan (stockpile).

Penggusuran Tanah lepas, tetapi tidak mungkin

sedang menggusur dengan sudut

penuh:

Tanah bercampur kerikil atau

split, pasir, batu pecah.

Penggusuran Kadar air tinggi dan tanah liat,

agak sulit pasir bercampur kerikil, tanah

liat yang sangat kering, dan tanah

asli.

Penggusuran Batu-batu hasil ledakan, batu-
sulit batu berukuran besar-besar.

Tabel.3 :Factor Bucket

Pemuatan materiallbahandari stockpile Faktor
atau dari material yang telah dikeruk Backhoe
oleh excavator lain, dengan tidak
memerlukan lagi daya gali dan bahan 1.10 - 1.20
dapat dimuat munjung ke dalam
ringan bucket. Contoh: pasir, tanah berpasir,
(A) tanah colloidal dengankadar air sedang,
dll.

hrnuatan Pemuatan dari stockpile tanah lepas
sedang yang lebih sukar dikeruk dan
(B) dimasukkan ke dalam bucket tetapi
dapat dimuat sampaiharnpir munjung
(antara peres dan munjung (penuh).
Contoh: pasir kering, tanah berpasir,
tanah camdur tanah liat, tanah liat,
gravel yang belum disaring,pasir padat,
dan sebagainya, atau menggali dan
memuat gavel lunak langsung dari
bukit asli

Pernuatan Pemuatan batu belah atau batu cadas
"lit belah, tanah liat yang keras pasir
campur gravel, tanah berpasir, tanah
(c) colloidal yang liat, tanah liat dengan
kadar air yang tinggi, bahan-bahan
tersebut telah ada pada stockpile1
persediaan sulit ntuk mengisi bucket
dengan material-material tersebut.

Pernuatan Batu bongkah besar-besar dengan
sulit bentuk yang tidak beraturan dengan
(D) banyak ruangan di antara tumpukan-
nya batu hasil ledakan batu-batu
bundar yang besar-besar, pasir
campuran batu-batu bundar tersebut,
tanah berpasir,tanah campur lempung,
tanah liat yang tidak bisa dimuat-gusur
ke dalam bucket.

E2.2 PRODUKTIVITAS TENAGA KERJA

No Item Pekerjaan . Tenaga Kerja Produktivitas Tenaga Kerja
mz/org/hr rn3/org/hr kglorglhr
1 Galian Tanah Fondasi Tukang Kenek
2 Urugan Kernbali 0% Org
3 Pernbesian
1 1.8

11 2.4

3a Pemotongan & Pernbengkokan 1 2 80
125
3b Pernasangan

4 Pernasangan Bekisting 13 6

5 Pernbuatan Bekisting 12 6

6 Pengecoran Beton 11 12
7 Pasangan Bata
8 Plesteran 12 8
9 Pasang Kerarnik Lantai
10 Pasang Keramik Dinding 1 2 10
11 Pasang Granit Lantai
12 Pasang Granit Dinding 12 8

12 6

12 4

12 4

13 Pasang Marrner Lantai 12 5
14 Pasang Marmer Dinding 134
15 Pasang Plafon Triplex 13 3
16 Pasang Plafon Akustik 13 3
17 Pasang Plafon Gypsum 13 3
18 Pengecatan 1 1 10
19 Pasangan Genteng 13 4

E.3. ARUS KAS KELUAR

PROYEK : PEMBANGUNAN Hotel ABCD

KODE PROYEK : 3203 02

MASA PELAKSANAAN : 01-05-2003 SID 28-09-2003 (150 Hari kalender )

MASA PEMELIHARAAN : 29-09-2003 SID 27-12-2003 (90 Hari kalender )

NILAI KONTRAK : Rp. 15,000,000,000.00

RAPK : Rp. 14,250,000,000.00

PPH FINAL : Rp.

R A P K + PPH FINAL : Rp. 14,250,000,000.00 95.00%

A) NK - PPN : Rp. 15,000,000,000.00 100.00 %

B) RAPK : Rp. 14,250,000,000.00 95.00 % Terhada~NK - PPN

C) RAPK FLOW : Rp. 14,000,000,000.00 93.33 % Terhadap NK - PPN
a) SENDIRI : Rp. 10,000,000,000.00 66.67 % Terhada~NK - PPN

b) SUB KONTRAKTOR : Rp. 4,250,000,000.00 28.33 % Terhadap NK - PPN

c) L I C : Rp. - 0.00 % Terhadap NK - PPN

D) RAPK NON- FLOW : Rp. 250,000,000.00 1.67 % Terhada~NK - PPN

DISETUJUI OLEH DIAJUKAN OLEH DIBUAT OLEH

TGL : TGL : TGL :

PT INTERINDODUTATEKNO
Office: JI. Muara Karang Blok M9 Selatan No. 78 Jakarta Utara
Tlp. 6221 6604843,6604850,6605048.
Fax. 6221 6611389 E-mail: [email protected]

Produk: Inferlite: Indoor & Outdoor Lighting Interackr Cable

management System

ra Karar
Utara

PT. TETRASETIA JAYA
Office:Kompleks PerkantoranGrogol Permai Blok B-
30. JI. Prof. Dr. Latumenten,Jakarta Barat 11460
Tel. 021 566 8440,5668521 Fax. 021 5677802
E-mail: [email protected]
Produk: Electronic security products and systems

1As from 28th October 2003, Philips Communi-

cation,Security & Imaging (CSI) is part of the
Bosch Security System Group.

The merging of these two well-established
and successful global brands into a singIe en-
tity - known as Bosch Security System - offers
many benefits: a much broader portFolioof elec-
cronic security products and systems, a larger
worldwide network,and a concentrationof ex-
pertise and resources. The new integrated or-
ganization will also continue the reputations

Boscb- rillestablished by both companies for high qual-

ity, innovation, reliabillity and customerfocus. Philips CSI is now part

of ~ o s c hSecurity systemsY

COMPLETE RANGE
EXTENSIVEBUILT-INFUNCTIONALITY
STATE-OF-THEART AUDl0TECHNOLOGY
RELlABlLE OPERATION
EASYTO INSTALL
ECONOMICSOULUTIONFOR MANY APPLICATION

CONTACTUS: BRANCEIOFFICE:
lTTETRASETIA JAYA
(SOLEAGENT FOR PHILIPS PA. SYSTEM) PT. TJTRASETIAJAYA
Kompleks Perkantoran Gmgol Permai Blok B-30 Deltasari Indah M- 16
J1. Prof. Dr. Latumenten,Jakarta Barat 11440
Waru Sidoxjo - Jawa Timur
Te1.0215668440,5668521Fax.0215677802 Te1.0318552531 Fax.03185552532

E-mail: tsj@cbn net-id

ARUS KAS PEKANAN

Proyck : Pen~bangunrnHorrl ABCD
Kodc Proyek : 32 03 02
NK-PPN Rp. 15.000,000.00
RAPK Rp. 14,250.000.00
RAP Flow Rp. 14.000.000.00

ARUS KAS PEKANAN ARUS KAS AKUMULATIF

Pckan Kaa KAS Rario 2 Pk Selisih Kas Kas Rario 2 Pk Selisih
Mdruk Keluar KrlIMrk Masuk-Keluar Maruk Keluar
(Rp) (Rpl (Rp) (Rpl KellMsk Masuk-Kcluar
1 .500.000.00 (%1 (b)
'lihun Pckan 800.000.00 1,500.000.00 - (Oh) (Rp)
- - 1,500.000.00 1.500.000.00
21103 16 - (800.000.001 1.500.000.00 800.000.00 0.00% 1.500.000.00
17 - 1.500,000.00 800.000.00 53.33% 700,000.00
18 800.000.00 - - 1,500.000.00 1.600.00000 53.33% 700.000.00
I '1 - (800.000.00) 1.500.000.00 1.600.000.00 106.67%
20 1.000.000.00 - 1.500.000.00 2.600.000.00 106.67% (100.000.00)
21 3.000.000.00 - 4.500.000.00 2,600,000.00 173.33% (100,000.00)
22 700.000.00 23.33% (1.000.000.001 4.500.000.00 3,300.000.00 173.33% (l.lW.OOO.00)
23 - 4.500.000.00 3.300.000.00 73.33% (1.100,OOO.OO)
24 - 4.500.000.00 4.000.000.00 73.33% 1,200,000.00 '
25 - 2.300.000.00 4.500.000.00 4.000.000.00 88.89% 1,200.000.00
26 .3.000.000.00 ~OO.OOO.OO - 7.500.000.00 4.700.000.00 88.89%
27 - 7.500.00000 4.700.000.00 104.44% 500.000.00
28 - 700.000 00 - (700.000.00) 7.500.000.00 6.000.000.00 62.67% 500,000.00
2') I .300.000.00 - 7.500.000.00 6.000.000.00 80.00% (200,000.00)
30 - - - 10.500.000.00 7.300.000.00 80.00% 2.800.000.00
31 3.000.000.00 (700.000.00) 10,500.000.00 7.300.000.00 97.33% 1.500.000.00
32 1 ..300.000.00 ifDlVIO! 3.000.000.00 10.500.000.00 8.600.000.00 69.52% 1.500.000.00
.3.3 - (1.300.000.001 10.500.000.00 8.600.000.00 81.90% 200,000.00
34 1..300.000.00 0.00 10,500.000.00 9.800.000.00 81.90% 3.200.000.00
35 - - 13,500.000.00 9.800.000.00 93.33% 1.900.000.00
6 1.200.000.00 0.00 (1.300.000.00) 13.500.000.00 11.000.000.00 93.3390 1.900.000.00
37 3.000.000.00 13.500.000.00 11,000.000.00 81.48% 700,000.00
38 1.200.000.00 0.00 - 13.500.000.00 12.400.00000 81.48% 700.000.00
39 - (1.300.000.00) 13.500.000.00 12.400.000.00 91.85% 2.500.000.00
40 1.400.000.00 0.00 14.250.000.00 13.000.000.00 91.85% 2.500.000.00
41 - (1.200.000.00) 14.250.000.00 13.000.000.00 96.30°/o 1,100.000.00
42 750.000.00 600.000.00 0.00 0.00 14.250.000.00 I3.300.000.00 91.23% 1,100.000.00
43 14.250.000.00 13.300.000.00 93.33% 500.000.00
44 - 300,000.00 0.00 1.800,000.00 14.250.000 00 13.500.000.00 93.33% 1,250,000.00
45 14.250.000.00 13.500.000.00 94.74OIo 950,000.00
46 - 200.000.00 0.00 (1.400.000.00) 14.250.000.00 13.700.000.00 94.74% 950.000.00
47 - 0.00 14.250.000.00 13,700,000.00 96.14% 750.000.00
48 200.000.00 0.00 14.250.000.00 13,800,000.00 96.14% 750,000.00
49 - (600.000.00) 14.250.000.00 13.800.000.00 96.84% 550.000.00
50 100,000.00 0.00 15.000.000.00 13.900.000.00 96.84% 550.000.00
51 - (300.000.00) 15,000,000.00 13.900,OOO.OO 97.54% 450.000.00
52 750,000.00 100,000.00 0.00 14,000.000.00 92.67% 450.000.00
5.3 100,000.00 - (200.000.00) 93.33% 350.000.00
- 1,100,000.00
O.OOO/o (200,000.00) 1.000.000.00

(100.000.00)

(100,000.00)
750.000.00

(100.000.00)

TOTAL. 15.000.000.00 14.000.000.00 93.33% 1,000.000.00
CATATAN:
Jakarta.

1 . Kas Masuk dapat diisi setiap Pekan
2. Kas Keluar diisi hanva di Pekan Ganjil (Cash out setiap 2 rningguan)

- -- - GRAFIK ARUS

16,000

KAS MASUK SID 1 2 3
-clKAS KELUAR SID 1.500 4,500 4,500
1,600 3,300 4,700

S KAS PROYEK ABCD

4 5 6 7 8 9
7,500 10,500 13,500 14,250 14,250 15,000
7,300 9.800 12,400 13,300 13,700 14,000

BULAN



E.5. CASE II (ADVERSE PHYSICAL CONDITION)
EXISTING CRANE RAIL BEAM

BACKGROUND

The existing crane Rail Beam were laid along side of Berth 2 and 3, while its extend size could
not be detected prior to pre-tender stage unless with special exploratory has been pe$ormed
during construction period.

Since the extend size of the beam were interfere with the new structure of pipe piles location,
then of course a demolition of entirely beam is essentially required, other wise pipe pile could
not be driven at designated point.

The Contractor has notified this finding and requested the engineer's instruction to overcome
such matter, ref letter No. 154lPM dated 23 I 10187 and 227lKUT dated 2011 1/87.

The Engineer, with his letter No. 481/5/16II? TBS.8788, dated 20.10.87, instructed the con-

tractor to immediately perform removal of crane rail beam completely, meanwhile the contractor's

claim for the additional cost and extension of time could be assessed later, as instructed to

contractor to demolish locally of the beam cut pile penetration point previously. The work has

been carried out at day work basis. I

Notwithstanding to the above events, the contractor has performed his best effort to demolish
an unpredictable beam size and compensated with day work, but actually the consuming time
and demolition work have created an extra additional cost, particularly and acceleratethe project
construction key date schedule.

Pursuant to clause 22 general condition of contract the contractor has his right to be entitled to
recover his extra cost and to recover his time lost. Since the time required for such work has
been under critical path to the project completion.

extension of time shall

Original contract no Prior to pile driving,
Information provided
at pretender stage Existing crane rail
on Existing Crane beam & notify with
Rail Beam not
covered in BQ Berth-2

remove Exist
Crane Beam day
work Basis

Guide line of
Equipment

Concrete

Notify Continued to

Construction Excavation & +Remove
as Instructed Back fill should
Completion Exist Beam Berth-3

I I II
Time Recorded
I

F1-420
F1-461

- Instruct to ram over

Existing concrete
footing to Allow
Pile cap & long Beam
-Allow ret , wall.

REMOVAL OF EXISTING CRANE RAIL BEAM

NO. DATE REFERENCE REMARIG
01. 23.10.37 PP-TC 154 1 PM - Notify of finding existing crane Rail

02. 28.10.87 UM.481/5/16/P.TBS.8788 Beam and not envisaged at pretender
stage.

- Propose to make relevant unit price

- Review contractor's claim.

- Valuation and extend of extra work
will be determined by Engineer and
Contractor.

- Contractor was instructed to make
immediate exploratory excavation to
allow proper assessment of the scope

' and methodology for resolving.

03. 03.1 1.87 UM.481/7/19/I?TBS.8788 - Issue Variation Order 001
04. 20.11.87 PP-TC 227lKUT
- Complying Engineer VO-001
05. 20.1 1.87 UM.481/5/16/PTBS.8788 - Notify all associate cost found would
06. 20.1 1.87 UM.481/5/161PTBS.8788
07. 13.01.88 014/M/GL/86 present day work, only claim for
08. 15.01.88 F1 - 034 extension of time for completion would
be submittedin separate manner refer to
09. 03.06.88 PP-TC/880/AK 184 d l 4

10. 03.12.89 FI - 420 - Guide lining Equipment to be Used

11. 28.03.90 FI -461 for removal of crane Rail Beam under
vo-001
- Issue variation order-003 install cast in
place concrete pile plug for row E in
place of concrete jacket and coating at
berth 2
- Attach FI 001 - (13.01.88) Revision in
the location of the Retaining wall.
- Instruct to excavate along crane Rail
Beam Berth 3 at location of pile only
- Upon excavation the back fill type I
- Supply placement compaction and
reclamation at contractor's cost
expenses.

- Inform start removed crane rail Beam

by 6.6.88
- Excavation and back fill as pay item

- Measurement of payment would be

coverings item on removal and back
filline.

- Instruct to remove existing concrete

footing to accommodate pile cap and
longitudinal beam row 5.
- Of immediate filter and scour protec
tion to prevent any change of erection
and under mining.
- Instruction to remove existing founda
tion adjustment shed 103 to allow
retaining wall slab to be installed as
originally contract.

CONTRACTUAL MATTERS

Since it is acknowledges by all parties that present of existing crane rail beam could not have
been reasonably foreseen by experienced contractor, clause 12 general condition of contract
refers. The Engineer has notified and issued relevant variation Order to cover such Extra work.

The Contractor has noted that such variation covered only for rate while for the Extension of
time shall be claim in separated issued latter 227lKUTl dated 20.1 1.1987 refers.

The Contractor has with his best gesture to complete the work, Berth-2 in scheduled.While in
this respect he has incurred an additional extra cost to accelerate the work. Therefore he would
have been fairly entitled an extra time, consumed for executing extra work with the relevant
cost of acceleration. This has been proven even with voluminous additional extra work, they
could be completed in time - on schedule.

The compensation would be fairly calculated from the time required as mutually measured,
multiply with proper relevan days.

DEMOLITION OF EXISTING CRANE RAIL BEAM BERTH-2

Day work Records:

October 1987 = 1 days
November 1987 = 30 days
December 1987 = 22 days
52 days

The work has always at critical to the berth completion schedule, therefore such duration should
be fairly entitled to the contractor compensation, either for extension of time for completion
or an acceleration of time. The compensation shall be =

52 x Rp. 7.000.000,- = Rp. 234.000.000,-

E.6. CONTOH FORMAT CONTRACT REVIEW

CONTRACTREWEW

REWEWDOKUMEN KEPUTUSAN

TINJAUAN OK NO

A. ADMINISTRATIF 1. Ikut :
B. TEKNIS

Catatan: 2. Tidak Ikut :

Jakarta, .................. Jakarta, ..................

Dibuat oleh : (.. ..................)

(.........................)

A. TINJAUAN ADMINISTRATIF

No. DATA PROYEK Buku Hal Pasal OK/
Vol N O
1. Pemilik Proyek
2. Perencana
3. Sumber Dana
4. Sifat Tender
5. Performance Bond
7. Waktu Pelaksanaan
8. Waktu Pemeliharaan
9. Denda Keterlambatan
10. Jenis Kontrak
11. Uang Muka
12. Cara Pembayaran
13. Waktu Pembayaran
14. Denda Keterlambatan

embayaran
15. getensi Pembayaran
16. Mata Uang
17. ' M.O.S. diakui progress :
18. Eskalasi
19. Perijinan IMB
20. Pembebasan Tanah
21. Perkiraan Nilai Kontrak :
22. Tgl. Pemasukan Penawaran :
23. Rekanan pengikut tender :

B. TINJAUANTEKNIS

N O I. PEK UTAMNPEK.KHUSUS SPESIFIKASITEKNIS KEMAMPUAN

mESTYANC DlMlNTA STANDARD URAlAN BUKU HAL N O O W Usvlrn
(MENURUT DOK TENDER) SINGKAT
VOL GBR NO. R n ~ m b a n p n

I. REVETMENT & EMBlANKMENT M S T H O T 9 6 - Siz : 11 Scc M2-C01 OK
- Rubble Scone & Armour Scone 2C
Rubble Stanc 50 kg-200 kg pcr p ~ r u

Armour stone loo kg-200 kg pcr pnccr

- SpccoficGnvmry :2.6 kglcm'or more

- ComprcssmonStrength :2.500 kglcm'

or more

- Fibcr Shcct - Tcnrilc Strength 300 kgl 3 cm or more
111. CONCRETE WORK
SK SNI T- Scmua matcrlll harus r n w i dcngrn I1 SK. OK
15-1991-03 spcrifilru8p n g su&h dispnclun 2F
AC1211.1. C I m A :240k&m2
ASTM A 82 Dolphin, Glluhr Block, Landing Dcck,
JISC3112 Trcrcale. Armour Block, Rmrment, dl1
C k B : I80!+m'
Land civd structure. Inrerlodang block
and Building

IV RtlNFORCEMENT ACI 318 Semua pcmbcsun hrrur xsua 11 k. OK
dcngan rpcrmfilru~d m pmbrr p n g suLh 26-8 OK
dircnrulun.
Selimur bcton 40-75mm x r u i srrukturnp. I1 k.
2F-7
V FORMWORK Formwork h a w kurt, mudah dibongbrdm
p c r m u h n bcron hrlw seruai ylng dsrcncrnrkm
Wakrv kmbonglurm Formwork harur vruri
rpcrifilrui d m ijin dircks~.

VI. MOORING & FENDER JISG 5101. Mwring Bolhrd. Btrr m d Fender hrus ruuai 11 k. M2-BOI OK
3101.1181. rpcrifilrut L n p b a r p n g relrh dirmtukm. 21-1 P2-801
1256.3101

Vll. NAVIGATION AIDS EQUIPMENT JIS G 3101. Jcnms, scrukrur hn l o h i L r i Imp* m v s p 11 Scc. M 2 - W I
ZK-l P2-WI
3303.4303.huw r ~ u rrlpnifilwi h n p b a r p n g r C h
Scc. M4-A01
5101.5102 d~rcnrvlund m hvvr pcrwrujuan drri brckn. 3 8 P4-A01

Vlll ROADS AND PAVEMENTS MSTHO TI9 Marcr~adl m rrrukrurhacvr rnuai spnifilrur 11 SK. M5-A01
and T90 p n g rudh dvyrrarlun. 4A PI-A01

IX BUILDING WORKS vmuz mrcend. rrrvktvrdrn bmcuk herur a v a i 11
dcnpn spcrifilrui d m p m b u p n g rrhh drrcn-
Palcmbang Sltc 42x30 m' rulun.
- P ~ ~ u n gTccrrmrnal Building 6x7 m'
- Cznrmn
4.5x9.5 m'

DAFTAR DOKUMEN TENDER

N O JENIS DOKUMENT TENDER *) TANGGAL DITERIMA KETERANGAN **)

1 Undangan Tender

2 - Tenderingand ContractingRequirements

- Technical Specifcation

- Bill of Quantity

3 - Drawings Part I (Palembang terminal)
- Drawings Part I (Mentok terminal)

4 Undangan Pes Bid Meeting (Aanwijzing) GQ~s~@
5 Undangan Site Ksit + Peta Lokasi
6 Berita Acara ~ r eBsid Meeting

Petugas
Aanwijzing

Catatan:
*)- Dokumen Tenderadaluh semua dokumen tertulisyang didapat muhi dari undangan

Tendersampai Surat Keputman Hail Tender.

-"D7iisi dengan keterangan apakah dokumen tersebutsudah kngkap dan sudah sesuai dengan

yang dikeluarkan Owner, yang h a m dicheckpadz waktu Prebid Meeting (Aanwijzing).

CHECKLIST PASAL-PASALCONTRACT CONDITION DAN SPEC
DALAM DOKUMEN TENDERYANG MEMBERATKAN

KETERANGAN (HARUS DIISI OLEH TEAM

TEKNIS)

N O MASALAH ADA/ BUKU PASAL HALAM- BUNYI PASAL

TIDAK VOL AN

1 CLAIM

2 DENDA KERLAMBATAN

3 PEKERJAAN TAMBAH KURANG

4 KLAUSUL YANG BATAL OLEH

KETENTUAN YANG DITETAPKAN

- - -

OLEH ENGINEERINGIMKIPERENCANA

5 MEASUREMENT O F PAYMENT

6 UNFORSEEN CONDITION

7 DEFAULT EMPLOYER KETERLAM-

BATAN PEMBAYARAN, PERUBAHAN

DESIGN, PERIJINAN).
8 KETENTUAN PEKERJAAN-PEKERJAAN

INERFACE DENGAN KONTRAKTOR LAIN

9 INSTRUKSI PROJECT MANAGERIMK
10 RESIKO DALAM KONTRAK YANG DIMASUKKAN

DALAM PRELIMINARIESPADA BQ

11 ESKALASI HARGA
12 KETERKAITAN DENGAN NOMINATED

SUB KONTRAKTOR
13 PRIORITY OF CONTRACT DOCUMENT
14 LAIN-LAIN

F. DAFTAR PUSTAKA

1. PT PP, BDE-5, Bank Data Engineering, 2002.

2. PT PR I S 0 9000 UNTUKKONTRAKTOR, Gramedia Pustaka Utama, Jakarta, 1999.

3. Lee J. Krajewski, Larry I? Ritzman, OperationsManagement, Strategy andAnalysis, 51hEdi-

tion, Addison-Wesley, 1999.

4. Michael E. Porter, Keunwlan Bersaing, Menciptakan dan MempertahankanKinerja Unggul,
terjemahan, Binarupa Aksara,Jakarta,1994.

5. Pearce and Robinson, Manajemen Strategik, Formulasi, Implementasi, dan Pengendalian,
Jilid satu, terjemahan, Binarupa Aksara, Jakarta, 1997.

6. Departemen Tenaga Kerja dan Transmmigrasi, Keselamatan dan Kesehatan Kerja Tdhun
2002, Annual Report, Jakarta, 2002.

7. Warren Friedman, Construction Marketing and Strategic Planning, Mc.Graw Hill Book
Company.

8. Undang-undang RI No.18 Ehun 1999 tentang Jasa Konstruksi, BP. Panca Usaha, Ja-
karta, 1999.

9. Wulfram I. Ervianto, Manajemen Proyek Konstruksi, Penerbit ANDI, Yogyakarta, 2002.

10. Ir. Iman Soeharto, Manajemen Proyek, dari Konseptual Sampai Operasional, Penerbit
Erlangga, Jakarta, 1995.

11. FIDIC, Condition of ContractforWorksof CivilEngineering Construction,41hEdition, 1987.

12. Thomas E. Uher, Graham E. Levido, Philip Davenport, Building ContractAdministration,
University of New South Wales, School of Building,1993.

13. Peter S. Mc. Adam Ph.D, MIE Aust, CPEng, Formwork,A PracticalApproach,Stuart Pub-
lication, Brisbane, Australia, 1" Edition, 1993.

14. Guide to Concrete Construction,A Joint publication of cement and concrete association of
Australia and Standards, Australia 1" Published, 1994.

15. Corbella, Enrico, The Architect? Handbook of Marble, Granite, and Stone. Vo. I , Van Nostrand
Reinhold, New York, 1990.

16. Caterpillar @ Performance Handbook aCat @ Publication by Caterpillar Inc, Peoria, Illinois,
USA October 1992.

17. Specification and Application Handbook. Edition 17, Komatsu Published in January 1996.

NOLDI - BANGUN PERSADA INDONESIA

G. DAFTAR SINGKATAN

ADB Asian Development Bank
AP Account Payable
AR Account Receivable
ASL Approved Subcontractor List
ASTM American Standard for Testing Material
BAL Berita Acara Lapangan
BAP Berita acara Pembayaran
BDE Bank Data Engineering
BM Bench Mark
Bill of Quantity
BQ Badan Standarisasi Nasional
BSN Biaya Tak Langsung
BTL Badan Usaha Milik Negara
BUMN Contractor's All Risk
CAR Daftar Isian Proyek
DIP Daftar Usulan Proyek
DUP Evaluasi Biaya Produksi Proyek
EBPP Engineering Procurement Construction
EPC Federation Internationale Des Ingenieurs Conseils
FIDIC Guarenteed Maximum Price
GMP General Superintendant
GSP International Competitive Bidding
ICB Interest During Construction
IDC Information Technology
IT Jaminan SosialTenaga Kerja
JAMSOSTEK Joint Contract Tribunal
Japan Industrial Standard
JCT Job Description
JIS Job Requirement
JOBDES Job Specification
Kantor Akuntan Publik
JoBREQ
JOBSPEC
KAP

KATIGA Keselamatan dan Kesehatan Kerja

KMK Kredit Modal Kerja
Letter of Credit
LIC Local Competitive Bidding
Lum Sum
LCB Mekanikal Elektrikal
Manajemen Konstruksi
LS Mobilisasi dan Demobilisasi
ME Material on site
MK Maintenance & Repair
MOB & DEMOB Management Representative
MOS Non Cash Loan
MR Non Performing Loan
MR Nomor Pokok Wajib Pajak
NCL Occupancy Ratio
NPL Performance Appraisal
NPWP Personal Accident
OR Projected Final Cost
PA Project Manager
PA Purchase Order
PFC Pedoman Standard Akuntansi Keuangan
PM Quality Assurance
PO Quality Control
PSAK Quality plan
Quick ratio
QA Quantity Surveyor
QC Rencana Anggaran Pelaksanaan
QP Royal Institute of British Architect
QR Rencana Jangka Panjang
QS Return O n Asset
RAP Return O n Equity
RIBA Return O n Investment
Site Administration Manager
RJP Sumber Daya Manusia
ROA Site Engineering Manager
ROE Surat Ijin Usaha Jasa Konstruksi
ROI Surat Ijin Usaha Perdagangan
SAM Site Operation Manager
SDM
SEM
SIUJK
SIUP
SOM

SOP Standard Operating Procedure
SP Superintendant
SPK Surat perintah Kerja
SPP Surat permintaan Pembelian
TAT0 Total Asset Turn Over

PT. CLIPSALGRAHA NUSANTARA
Office: JI. K.H. Mansyur No. 11 Kompleks Jembatan
Lima Permai Blok D 8-9 Jakarta 10140 Indonesia

-Tel. 021 361104- 365383,3458081 6306430(hunting)

Fax. 021 3805348
Produk: Lampu

.'. .,-. .%<.:

&t.:

-&. 2!-:.:..--.-.,

.....I*..'.;. .

b,.,, - --!.--'?

- ..,.., , .

.,

, Office:
JI. K.H. Mansyur No. 11
Kompleks Jembatan Lima Permai Blok D 8-9
Jakarta 10140 Indonesia

Tel. 021 361104 - 365383, 3458081 - 6306430 (hunting)

Fax. 021 3805348