DAFTAR PUSTAKA. Aries Siswanto, Victorianus Strategi Langkah-Langkah Penelitian. Yogyakarta: Graha Ilmu.

(1)

DAFTAR PUSTAKA

Afliana, Yunita. Hellen, Lazry, dkk. 2013. Pengendalian Waktu dan Biaya Pekerjaan Konstruksi

Sebagai Dampak dari Perubahan Desain. Jurnal Teknik Sipil, Vol. II No. 2.

Amaliyah, Rizki. 2012. Pengendalian Progres Waktu dan Biaya dengan Metode Earned Value

Pada Proyek Pembangunan Gedung Pusat Riset Tahap I Kampus ITS Sukolilo Surabaya. Tugas

Akhir Teknik Sipil ITS.

Aries Siswanto, Victorianus. 2012. Strategi Langkah-Langkah Penelitian. Yogyakarta: Graha

Ilmu.

Departemen Dalam Negeri, Lembaga Administrasi Negara. 2007. Pelaksanaan Diklat Teknis

Manajemen Proyek. Modul 4.

Dimas, Didip. Widyastuti, Reni. 2009. Perencanaan Teknis dan Kajian Earned Value Proyek

Bendung Susukan Kabupaten Magelang. Tugas Akhir Jurusan Teknik Sipil Fakultas Teknik

Univeritas Diponegoro Semarang.

H. Tarore, Junaidi. Malingkas, G.Y. Walangitan, D.R.O. 2012. Pengendalian Waktu dan Biaya

pada Tahap Pelaksanaan Proyek dengan Menggunakan Metode Nilai Hasil (Studi Kasus:

Proyek Lanjutan Pembangunan Gedung PIP2B Kota Manado.). Jurnal Sipil Statik Vo. 1 No. 1.

Husen, Abrar. 2009. Manajemen Proyek Perencanaan, Penjadwalan, dan Pengendalian Proyek.

Yogyakarta: Andi Offset.

Narbuko, Cholid. Ahmadi, Abu. 2005. Metodologi Penelitian. Jakarta: Bumi Aksara.

Soeharto, Iman. 1998. Manajemen Proyek, dari Konseptual hingga Operasional. Jakarta:

Erlangga.

W. Soemardi, Biemo. Abduh, Muhamad, dkk. 2007. Konsep Earned Value untuk Pengelolaan

Proyek Konstruksi. Makalah Fakultas Teknik Sipil dan Lingkungan, ITB.

Wahyudi. 2010. Analisa Kinerja Biaya dan Waktu Pelaksanaan dengan Metode Nilai Hasil pada

Pekerjaan Alumunium Façade Proyek JGC Indonesia. Tugas Akhir Jurusan Teknik Sipil

Fakultas Teknik Univeritas Mercu Buana.

Widiasanti, Irika. Lenggogeni. 2013. Manajemen Konstruksi. Bandung: PT. Remaja Rosdakarya.

http://www.taskmanagementsoft.com/

(2)

(3)

(4)

HARGA SATUAN

TOTAL HARGA

(Rp)

I

DIRECT & COMMON TEMPORARY WORK

1 Ls

369,000,000

1 Leveling & Layout

2 Scaffolding & Staging

3 Safety precaution

4 Temporary walk way

5 General protection

6 Supplies for work site

7 Miscellaneous facilities

8 Machine & tools

9 Installation for above

10 Transportation for above

Sub Total -1

369,000,000

II ARCHITECTURAL WORK

1 Dismantle work

-Cutting of existing concrete slab

1,039.80

M'

18,750

19,496,250

-Breakup of existing concrete slab t-150

45.00 M³

1,000,000

45,000,000

-Disposal for above (outside area)

45.00 M³

75,000

3,375,000

Sub Total -2

67,871,250

2 Earth Work

-Excavation - I GL-00…..1500

275.00 M³

68,750

18,906,250

-Back filling incl: compaction

186.80 M³

46,875

8,756,250

-Disposal of surplush soil (outside area)

88.21 M³

75,000

6,615,750

Sub Total -3

34,278,250

3 Pile & Foundation Work

-Strauss Pile Ø 300 L-12000

402.00 M`

605,000

243,210,000

-Strauss Pile Ø 400 L-15000

240.00 M`

685,000

164,400,000

Icl. Booring

Concrete K-175

Rebar D-13

-Sand Gravel

62.00 M³

296,875

18,406,250

incl: Compaction

-Plastic sheet

269.00 M²

4,375

1,176,875

Sub Total -4

427,193,125

4 Concrete Structure Work

- Reinforced concrete K-250 slump 12 (Ready Mix)

359.00 M³

1,068,750

383,681,250

- Pile Cap

- Sloof

- Pedestal

- Slab

-General form

360.60 M²

118,750

42,821,250

-Lean concrete K-180

10.90 M³

862,500

9,401,250

-Deck plate form t-0.8

1,222.00

M²

225,000

274,950,000

-Steel leveling w/ L-50.50.5

312.00 M

26,875

8,385,000

-Equipment fee for concrete work

1.00 Ls

46,875,000

Sub Total -5

766,113,750

Rencana Anggaran Pelaksanaan Proyek

MEZZANINE

PT. NAMICOH INDONESIA COMPONENT

(5)

5 Re-Bar Work

- Deformed bar

17.92 TON

15,625,000

280,000,000

D-16 @ 200

D-13 @ 200

D-10 @ 200

-Wire mesh2xM-6 @150 for 1 St Floor

85.00 M²

143,750

12,218,750

-Wire mesh2xM-7 @170 for 2Nd Floor

1,222.00

M²

168,750

206,212,500

Sub Total -6

498,431,250

6 Steel Structure Work

- Steel structure work

37.00 Ton

18,125,000

670,625,000

HB-300x300x10x15

WF 300x150x6,5x9

WF 250x125x6x9

WF 159x75x5x7

Raw material

Sub material

Fabrication

Painting (Anti rust paint JIS K 5622 class 2)

Transportation

Erection

-Casteleted WF 600 x 200 x 8x 13

31.68 Ton

19,375,000

613,800,000

-Anchor bolt Dia-20 L-800 double nut

136.00 Pcs

118,750

16,150,000

-Mortar under base plate

34.00 Nos

125,000

4,250,000

350x350 t-50

-Steel stair W-900 L-6000 ( 1,2 ton)

1.00 EA

30,625,000

incl: steel support

oil paint

-Steel stair W-900 L-2 Joint Conection Office to Mezzani

1.00 EA

9,375,000

incl: steel support

oil paint

-Shear connector dia-10 L-800 @ 300 (Slab)

1199.25

EA

8,125

9,743,906

-Equipment fee

1 LS

18,750,000

Sub Total -7

1,373,318,906

7 Miscellaneous metal work

(Interior)

-Steel pipe handrail H-1100 to floor

96.13 M

625,000

60,081,250

w/ steel pipe Ø 1 1/2" : verical @1000

steel pipe Ø 1 1/2" : EA for top 1' 2EA for bottom

WF 159x75x5x7

-Monorail for hoist crane

13.00 M

21,875,000

284,375,000

incl. steel support

Oil paint

Foundation

Sub Total -8

344,456,250

8 Painting Work

(Interior)

-O.P. to steel structure & crane girder

68.68 Ton

1,937,500

133,067,500

-O.P. to steel pipe handrail

96.13 M`

56,250

5,407,313

Sub Total -9

138,474,813

(6)

9 Exterior & Interior finishing work

Interior finishing work

(Floor)

-Concrete steel trowel finish

1,199.25

M²

18,750

22,485,938

-Repair of existing concrete slab

114.75 M²

287,500

32,990,625

-Floor Hardener of existing concrete slab for 1 St floor

336.00 M²

106,250

35,700,000

Sub Total -10

91,176,563

10 Table Lifter & Partisi ACP

a

Steel Frame Table Lifter

2.00 EA

93,750,000

187,500,000

incl: steel plate for ground floor (t-12mm)

Steel frame moulding table lifter (L.65.65.6)

oil paint

- Foundation for Table Lifter

2.00 EA

21,500,000

43,000,000

b

Partisi Alluminium Composite for Table Lifter

2.00 EA

79,375,000

158,750,000

incl: Steel frame (L.50.50.5)

oil paint

Sub Total -11

389,250,000

4,499,564,156

449,956,416

4,949,520,572

4,949,500,000

Dibulatkan

PPN 10%

Total

Real Cost

Dibuat Oleh

Kontraktor/ Pelaksana

PT. Bintang Jaya Santika

HARSONO, ST

(7)

20 Okt 2014 - 31 Okt 2014 1 Nov 2014 - 15 Nov 2014 16 Nov 2014 - 30 Nov 2014

1 Des 2014 - 15 Des 2014 16 Des 2014 - 31 Des 2014

1 Jan 2015 - 4 Jan 2015

1 Direct & Common Temporary Work

105,000,000

7,500,000

130,000,000

0

0 2 Dismantle work

33,350,000

7,800,000

0 13,147,000

0

0 3 Earth Work

853,000

18,670,000

0 7,899,113

0

0 4 Pile & Foundation Work

36,000,000

179,000,000

0 59,416,500

0

0 5 Concrete Structure Work

0 8,642,000

460,000,000

0 65,491,000

78,758,000

6 Re-Bar Work

84,000,000

172,584,689

96,098,119

0 29,131,577

16,930,615

7 Steel Structure Work

180,560,000

239,604,000

542,456,000

0 136,035,125

0 8 Miscellaneous metal work

0

0 275,562,500

0 9 Painting Work

0

0 4,228,000

53,276,000

0 53,275,625

10 Exterior & Interior finishing work

0 11,540,800

42,005,000

0 4,415,000

14,980,450

11 Table Lifter & Partisi ACP

0

0 75,000,000

118,000,000

0 12 General Cleaning

0

0 JUMLAH

439,763,000

645,341,489

1,227,287,119

381,738,613

628,635,202

163,944,690

TOTAL

REKAP BIAYA

PROYEK MEZZANINE - PT. NAMICOH

3,486,710,113

URAIAN

(8)

PROYEK MEZZANINE

PT. NAMICOH INDONESIA COMPONENT

Bobot

%

20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

100

1 Site Preparation

7.50%

2.5%

1.0%

Site temporary Etc

_2.0%

_1.0%

- Temporary Fence General Protection General Protection

- Marking & Bouwplank Center Line Center Line

- Cuting concrete Existing Floor Existing Floor 90

7.0%

3.2%

3 0%

2 Dismantle work

13.20%

Concrete Break Concrete Break

2 0%

3 Earth Work

6.76%

Excavation Excavation ₈₀

2 0%

4 Pile & Foundation work

8.93%

Strauss Pile Ø 300mm

1.93%

5.0%

- Strauss Pi e Strauss Pile Ø 300mm & Ø400mm

70

5 Re-bar work

10.50%

2.0%

1.0%

2.5%

1 0%

- Foundation & Ground Beam Material Order Fabrication Install Install

2 5%

- 2Nd F oor for Slab & Stair Wire mesh

6 Concrete structure work

15.65%

2.0%

58.39% 0 65%

- General form Form Work Form Work

3 0% 1 5%

- Foundation & Ground Beam Concrete Curing Time Concrete Curing Time

2 0% 4 0%

- 2Nd F oor for Slab & Stair Form Work Concrete 50

1.3%

`

2.5%

3 0% 2 0%

7 Steel Structure work

16.80%

Material Order Fabrication Erection Erection

8 0%

8 Miscellaneous work

6.30%

1.3%

2 0% 40

- Raill ng Fabrication Install

0 5%

- Stair Rail ing Stair

1 0% 1 5%

- Mono rail Monorail

0 95% 1 0% 30

9 Painting work

2.95%

Anti rush & OP OP Finish

10 Exterior & Interior finishing work

2.61%

0 45% 0 16%

- 1 St Floor Floor Hardener Floor Hardener 20

1 5%

- 2Nd F oor

17.73%

Screed Trowel Finish

11 CARGO Lifter & Partisi ACP

8.30%

0.5%

1 5% Table Lifter 3 15% 3 15%

10

12 General Cleaning

0.50%

General Cleaning _{0 5%}

100.00%

0 PROGRES KUMULATIF 100.000 16.960 PHASE I 100% 83.04%

No.

Discription

2014

Remark

Oktober

November

Desember

PHASE II 83.040

37.19%

19.460

21.200

24.650

17.730

37.190

PLANNING

17.730

58.390 *Grafik Rencana Pekerjaan Proyek Mezzanine PT. Namicoh Indonesia Component

(9)

PROYEK MEZZANINE

PT. NAMICOH INDONESIA COMPONENT

Bobot

% 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4

1 Site Preparation 7.50% 2.5% 1.0% 1.0% Site temporary Etc _2.0% _1.0%

2.5% 1.0% 2.0% 1.0%

- Temporary Fence General Protection General Protection

- Mark ng & Bouwplank Center Line Center Line

- Cuting concrete Existing Floor Existing Floor

7.0% 3.2% 3.0%

2 Dismantle work 13.20% Concrete Break Concrete Break

5.0% 3.0% 4.0%1.76% 3.0% 2.0%

3 Earth Work 6.76% Excavation Excav on

0.5% 2.0% 2.0%

4 Pile & Foundation work 8.93% Strauss Pile Ø 300mm

1.93% 5.0% 2.0%

- Strauss Pile Strauss Pile Ø 300mm & Ø400mm

1.0%

5 Re-bar work 10.50% 2.0% 1.0% 2.5% 1.0%

- Foundation & Ground Beam Material Order Fabrication Install Install

1.0% 1.0% 2.5% 2.5% 1.0% 1.5%

- 2Nd Floor for S ab & Stair Wire mesh Wire mesh

2.5%

6 Concrete structure work 15.65% 2.0% 58.39% 0.65%

- General form Form Work Form Work

3.0% 0.65% 1.5%

- Foundation & Ground Beam Concrete Curing Time Concrete Curing Time

3.0% 2.0% 4.0% 1.5% 2.5%

- 2Nd Floor for S ab & Stair Form Work Concrete Form Work Concrete

1.3% 2.5% 3.0% 6.0% 2.0%

7 Steel Structure work 16.80% Material Order Fabrication Erection Erection

1.3% 1.3% 8.0% 8.0% 2.0%

8 Miscellaneous work 6.30% 1.3% 2.0% 1.5%

- Ra lling Fabrication Install Install

0.5%

- Stair Ra lling Stair

32.53% 1.0% 1.5%

- Mono rail Monorail

0.95% 1.0% 1.0% 1.5% 1.0%

9 Painting work 2.95% Anti rush & OP OP Finish OP Finish

0.95% 1.0%

10 Exterior & Interior finishing work 2.61% 0.45% 0.16%

- 1 St F oor Floor Hardener Floor Hardener

0.45% 1.5% 0.16% 0.5%

- 2Nd Floor 17.73% 17.6% Screed Trowel Finish Screed Trowel Finish

1.5%

11 CARGO Lifter & Partisi ACP 8.30% 10.03% 0.5% 1.5% Table Lifter 3.15% 3.15%

2.0% 2.0% 2.0%

12 General Cleaning 0.50% General Cleaning

0.5% 100.00% PROGRES KUMULATIF PROGRES KUMULATIF 94.54% No. Discription 2014 2015

Oktober November Desember January

PHASE I PHASE I I 100% 1% 83 7% 87.38% 1% 83.04% 4% 0.276% 37.19% 73.72% 5.93% 70.72% 1% 2.0% 3% 51.77% 3% 1.0% 5.02% 42.75% 24.650 16.960 17.730 37.190 58.390 83.040 70.726 73.726 100.000 REALISASI 10.3 7.3 14.93 10.226 9.02 18.95 3.00 10.00 RENCANA 17.730 19.460 21.200 10.3 17.6 32.53 42.756 51.776 83.726 87.38 94.54 100.00 3.65 7.16 5.50