sch before mc0

SCHEDULLE PEKERJAAN

PT. MARGA MANDALA SAKTI ( MMS )

NAMA PROYEK : PENAMBAHAN LAJUR TRANSAKSI GERBANG TOL CIKUPA DAN GERBANG TOL BALARAJA BARAT

PEMILIK PROYEK : PT. MARGA MANDALA SAKTIKONSULTAN :KONTRAKTOR : PT. JAYA KONSTRUKSI MP, Tbk 2-Jun-13NO. KONTRAK : 183/PJ/M-1/11/ 2012NILAI KONTRAK : Rp. 23.790.008.000,- include PPN 10%

NO URAIAN SAT HARGA SATUAN KONTRAK Desember Januari Februari Maret April MeiVOLUME JUMLAH HARGA BOBOT 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

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

AREA CIKUPAI PEKERJAAN PERSIAPAN

1 Mobilisasi dan demobilisasi Ls 69,400,000.00 1.00 69,400,000.00 0.3209 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123 0.0123

2 Perambuaan K3 Ls 59,000,000.00 1.00 59,000,000.00 0.2728 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114

SUB TOTAL I 128,400,000.00 0.5937

II PEKERJAAN DESAIN

1 Desain atap canopy gerbang satelit Ls 10,000,000.00 1.00 10,000,000.00 0.0462 0.0116 0.0116 0.0116 0.0116

2 Desain kantor gerbang cikupa satelit m2 94,500.00 150.00 14,175,000.00 0.0655 0.0164 0.0164 0.0164 0.0164

SUB TOTAL II 24,175,000.00 0.1117

III PEKERJAAN BONGKARAN

1 Bongkar guardrail m' 43,600.00 329.10 14,348,760.00 0.0663 0.0166 0.0166 0.0166 0.0166

2 Bongkar pagar BRC m' 35,200.00 210.00 7,392,000.00 0.0342 0.0086 0.0086 0.0086 0.0086

3 Bongkar gardu tol kecil 22A, 22B + kanopi unit 3,335,300.00 3.00 10,005,900.00 0.0463 0.0116 0.0116 0.0116 0.0116

4 Bongkar PJU unit 1,196,200.00 12.00 14,354,400.00 0.0664 0.0166 0.0166 0.0166 0.0166

5 Bongkar Perkerasan Aspal m3 480,000.00 507.51 243,602,400.00 1.1264 0.2816 0.2816 0.2816 0.2816

SUB TOTAL III 289,703,460.00 1.3396

IV PEKERJAAN TANAH

1 Galian Tanah m3 26,100.00 7,537.73 196,734,820.86 0.9097 0.1819 0.1819 0.1819 0.1819 0.1819

2 Timbunan Tanah merah dipadatkan m3 85,000.00 5,757.28 489,368,587.50 2.2627 1.1314 1.1314

SUB TOTAL IV 686,103,408.36 3.1724

V PEKERJAAN BERBUTIR

1 Agregat Klas B m3 246,400.00 3,703.36 912,508,396.80 4.2192 1.4064 1.4064 1.4064

SUB TOTAL V 912,508,396.80 4.2192

VI PEKERJAAN BETON

3 PCC FS-45 tebal 29 cm umur 14 hari m2 515,733.81 2,000.00 1,031,467,620.00 4.7693 1.5898 1.5898 1.5898

4 PCC FS-45 tebal 29 cm umur 28 hari m2 431,893.57 10,344.54 4,467,740,310.61 20.6579 6.8860 6.8860 6.8860

5 Dowel dia.32 panjang 70 cm jarak 30 cm bh 47,900.00 7,700.00 368,830,000.00 1.7054 0.8527 0.8527

6 Tiebar dia.16 panjang 80 cm jarak 75 cm bh 12,100.00 2,374.00 28,725,400.00 0.1328 0.0664 0.0664

7 Wiremesh M6 dua lapis m2 43,900.00 24,689.08 1,083,850,612.00 5.0115 1.6705 1.6705 1.6705

SUB TOTAL VI 6,980,613,942.61 32.2769

VII PEKERJAAN ASPAL

1 Tack Coat (TC) kg 12,526.88 6,172.27 77,319,285.62 0.3575 0.3575

3 Asphalt Concrete Wearing Course (AC WC) ton 826,900.00 1,419.62 1,173,885,514.49 5.4278 5.4278

SUB TOTAL VII 1,251,204,800.11 5.7853

VIII PEKERJAAN CANOPY DAN GARDU

1 Base plat 16 mm kg 16,855.50 59.68 1,005,906.03 0.0047 0.0047

2 Angkur baut dia 22 mm, p=800 mm bh 119,605.00 72.00 8,611,560.00 0.0398 0.0398

3 Pondasi pile cap beton K-300 m3 979,124.30 3.78 3,701,089.85 0.0171 0.0086 0.0086

Pembesian Pile Cap kg 10,575.60 515.42 5,450,918.05 0.0252 0.0126 0.0126

4 Tiang pancang bor pile dia. 40cm, tul 8dia12mm, beton K-300 m' 1,029,685.00 108.00 111,205,980.00 0.5142 0.2571 0.2571

5 Island Tollboth beton K-250 m3 841,137.90 129.45 108,882,020.72 0.5034 0.5034

6 Block Bumper beton K-250 m3 841,137.90 33.39 28,086,200.10 0.1299 0.1299

Pembesian Block Bumper kg 10,575.60 225.46 2,384,383.24 0.0110 0.0110

7 Bullnose beton K-250 m3 841,137.90 59.03 49,650,183.28 0.2296 0.2296

Pembesian Bullnose kg 10,575.60 1,221.52 12,918,264.61 0.0597 0.0597

8 Walter mur bh 188,850.00 36.00 6,798,600.00 0.0314 0.0157 0.0157

9 Plat stifener 10 mm kg 17,626.00 17.47 308,003.77 0.0014 0.0007 0.0007

10 Kuda-kuda, Pipa 10" SCH 40 kg 17,000.00 9,462.53 160,862,976.00 0.7438 0.2479 0.2479 0.2479

11 Tiang utama Pipa 12" SCH 40 kg 17,000.00 10,429.56 177,302,520.00 0.8198 0.2050 0.2050 0.2050 0.2050

12 Pipa bracing 6" SCH 40 kg 17,000.00 1,362.84 23,168,280.00 0.1071 0.0536 0.0536

13 Pipa bracing 2" SCH 40 (rangka atap) kg 17,000.00 4,817.66 81,900,288.00 0.3787 0.1262 0.1262 0.1262

14 Atap gelombang lengkung t-0.4 mm m2 251,800.00 873.79 220,020,825.60 1.0173 0.3391 0.3391 0.3391

15 Track stang (besi 30 mm) kg 16,855.50 356.90 6,015,757.36 0.0278 0.0093 0.0093 0.0093

16 Roof hanger (besi 30 mm) kg 16,855.50 307.52 5,183,485.41 0.0240 0.0080 0.0080 0.0080

17 Pengecatan zincromat kg 629.50 26,814.17 16,879,520.78 0.0780 0.0390 0.0390

18 Pengecatan finishing kg 1,259.00 26,814.17 33,759,041.57 0.1561 0.0781 0.0781

19 Instalasi penerangan titik 314,750.00 18.00 5,665,500.00 0.0262 0.0131 0.0131

20 Lampu penerangan (phillips outbow 2 x 36 w) unit 611,874.00 18.00 11,013,732.00 0.0509 0.0255 0.0255

21 Saklar penerangan unit 89,389.00 9.00 804,501.00 0.0037 0.0019 0.0019

22 Tollbooth (Gardu Satelit) unit 72,149,750.00 9.00 649,347,750.00 3.0024 1.5012 1.5012

SUB TOTAL VIII 1,730,927,287.38 8.0032




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

IX PEKERJAAN LAIN - LAIN

1 Marka Jalan m2 113,400.00 376.80 42,729,120.00 0.1976 0.1976

2 Sealent m' 20,200.00 3,714.27 75,028,294.40 0.3469 0.1735 0.1735

3 Pagar BRC t. 210 + tiang GIP 2,5" medium m' 389,200.00 780.00 303,576,000.00 1.4037 0.2807 0.2807 0.2807 0.2807 0.2807

4 Saluran U ditch m' 440,700.00 55.00 24,238,500.00 0.1121 0.0561 0.0561

5 Pasangan Batu kali m3 682,300.00 67.60 46,123,480.00 0.2133 0.1067 0.1067

6 Sparing Pipa PVC AW 4" m' 107,100.00 72.00 7,711,200.00 0.0357 0.0357

7 Pasang Kansteen m' 110,000.00 1,163.40 127,974,000.00 0.5917 0.1972 0.1972 0.1972

8 Pengecatan kansteen + blok bumper/nose m2 44,100.00 829.37 36,575,349.30 0.1691 0.0846 0.0846

9 Penambahan box culvert m3 4,501,000.00 48.00 216,048,000.00 0.9990 0.4995 0.4995

10 Penambahan RCP dia. 90 cm m' 1,053,000.00 12.50 13,162,500.00 0.0609 0.0305 0.0305

11 Fix Concrete Barrier m' 820,900.00 660.00 541,794,000.00 2.5051 0.5010 0.5010 0.5010 0.5010 0.5010

12 Moveable Concrete Barrier m' 852,400.00 377.00 321,354,800.00 1.4859 0.7430 0.7430

13 Pengadaan Rambu "Kendaraan Kecil gunakan lajur paling kanan" unit 3,147,500.00 4.00 12,590,000.00 0.0582 0.0582

14 Pengadaan Rambu Panah 2 arah unit 3,147,500.00 2.00 6,295,000.00 0.0291 0.0291

15 Pengadaan Rambu Chevron 150x90 cm unit 3,147,500.00 6.00 18,885,000.00 0.0873 0.0873

16 Pengadaan Rambu "Hati-hati Menyebrang Gunakan APD" unit 3,147,500.00 2.00 6,295,000.00 0.0291 0.0291

17 Pengadaan Rambu "Hati-hati Kendaraan Dari Kiri" unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.0437

18 Pengadaan Rambu "Hati-Hati Kendaraan Dari Kanan" unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.0437

19 Pengadaan Rambu "Batas Kecepatan Maksimum 20km/jam" unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.0437

20 Pengadaan Rambu Larangan Berhenti unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.0437

21 Pengadaan Portal Khusus Kendaraan Kecil unit 6,269,900.00 3.00 18,809,700.00 0.0870 0.0870

SUB TOTAL IX 1,856,959,943.70 8.5865

X PEKERJAAN BANGUNAN

1 Galian Tanah Pondasi m3 35,100.00 24.96 876,096.00 0.0041 0.0014 0.0014 0.0014

2 Urugan Pasir Pondasi m3 211,900.00 3.12 661,128.00 0.0031 0.0010 0.0010 0.0010

3 Urugan Pasir Bawah Lantai m3 211,900.00 16.50 3,496,350.00 0.0162 0.0054 0.0054 0.0054

4 Pasangan Batu Kosong m3 314,700.00 6.24 1,963,728.00 0.0091 0.0046 0.0046

5 Pondasi Pasangan Batu Kali m3 651,100.00 11.70 7,617,870.00 0.0352 0.0352

6 Sloof Beton 15x20 cm m3 4,352,500.00 1.56 6,789,900.00 0.0314 0.0157 0.0157

7 Kolom Beton 15x15 cm m3 4,994,500.00 0.54 2,697,030.00 0.0125 0.0063 0.0063

8 Ring Balk Beton 15x20 cm m3 4,352,500.00 1.56 6,789,900.00 0.0314 0.0157 0.0157

9 Dinding 1/2 bata m2 155,000.00 204.00 31,620,000.00 0.1462 0.0731 0.0731

10 Plesteran m2 38,800.00 408.00 15,830,400.00 0.0732 0.0244 0.0244 0.0244

11 Acian m2 18,800.00 408.00 7,670,400.00 0.0355 0.0178 0.0178

12 Kuda-kuda Baja Ringan m2 144,800.00 234.00 33,883,200.00 0.1567 0.0784 0.0784

13 Penutup Atap Genteng Beton Flat m2 178,800.00 234.00 41,839,200.00 0.1935 0.0968 0.0968

14 Karpus Genteng Beton m' 88,200.00 18.00 1,587,600.00 0.0073 0.0073

15 Plafond GRC t=4mm + rangka hollow 40x40 m2 283,300.00 234.00 66,292,200.00 0.3065 0.1022 0.1022 0.1022

16 Lis Plafond Gypsum m' 31,500.00 65.00 2,047,500.00 0.0095 0.0048 0.0048

17 Lisplank GRC profil 6/20 m' 31,500.00 62.00 1,953,000.00 0.0090 0.0090

18 Talang Alumunium, t=0,7 m' 44,100.00 36.00 1,587,600.00 0.0073 0.0073

19 Corong Talang PV AW 3" unit 233,000.00 2.00 466,000.00 0.0022 0.0022

20 Jendela Alumunium unit 1,252,800.00 3.00 3,758,400.00 0.0174 0.0058 0.0058 0.0058

21 Pintu alumunium unit 2,077,400.00 3.00 6,232,200.00 0.0288 0.0096 0.0096 0.0096

22 Pengecatan Dinding Luar m2 27,700.00 204.00 5,650,800.00 0.0261 0.0087 0.0087 0.0087

23 Pengecatan Dinding Dalam m2 20,800.00 204.00 4,243,200.00 0.0196 0.0065 0.0065 0.0065

24 Pengecatan Plafond m2 20,800.00 234.00 4,867,200.00 0.0225 0.0225

25 Pengecatan Lisplank m2 27,700.00 12.40 343,480.00 0.0016 0.0016

26 Keramik Lantai 40x40 m2 151,100.00 234.00 35,357,400.00 0.1635 0.0545 0.0545 0.0545

27 Keramik Dinding 20x40 m2 182,600.00 36.00 6,573,600.00 0.0304 0.0101 0.0101 0.0101

SUB TOTAL X 302,695,382.00 1.3998

PEKERJAAN MEKANIKAL dan ELEKTRIKAL GEDUNG BARU

XI LIGHTING

2 TL 2 X 36 Watt unit 436,900.00 18.00 7,864,200.00 0.0364 0.0182 0.0182

3 SL 14 Watt unit 208,000.00 4.00 832,000.00 0.0038 0.0019 0.0019

4 Lighting installations ttk 229,200.00 22.00 5,042,400.00 0.0233 0.0117 0.0117

5 Single switch unit 28,500.00 10.00 285,000.00 0.0013 0.0007 0.0007

6 Double switch unit 33,400.00 4.00 133,600.00 0.0006 0.0003 0.0003

7 Switch installations ttk 34,000.00 14.00 476,000.00 0.0022 0.0011 0.0011

8 Instalasi AC 1 Phasa ttk 379,800.00 6.00 2,278,800.00 0.0105 0.0053 0.0053

9 Instalasi Exhause fan ttk 195,300.00 1.00 195,300.00 0.0009 0.0005 0.0005

SUB TOTAL XI 17,107,300.00 0.0790

XII POWER OUTLET

1 Power outlet standard unit 38,200.00 20.00 764,000.00 0.0035 0.0018 0.0018

2 Power outlet UPS 4 gang unit 67,300.00 4.00 269,200.00 0.0012 0.0006 0.0006

3 Power outlet installations unit 247,900.00 24.00 5,949,600.00 0.0275 0.0138 0.0138

SUB TOTAL XII 6,982,800.00 0.0322




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

XIII PEKERJAAN TELEPON / INTERCOME

1 Outlet Telepon unit 50,400.00 6.00 302,400.00 0.0014 0.0005 0.0005 0.0005

2 Instalasi outlet Telepon titik 113,400.00 6.00 680,400.00 0.0031 0.0010 0.0010 0.00103 PABX 4/16 extention unit 16,681,800.00 1.00 16,681,800.00 0.0771 0.0257 0.0257 0.0257

SUB TOTAL XIII 17,664,600.00 0.0816

XIV PEKERJAAN DATA

Data outlet unit 99,500.00 10.00 995,000.00 0.0046 0.0023 0.0023

Data outlet installations unit 1,110,500.00 10.00 11,105,000.00 0.0513 0.0257 0.0257

• standard UTP cat 6 ex. Avaya warna hijau - - -

patch cord conect to oullet unit 106,900.00 1.00 106,900.00 0.0005 0.0003 0.0003

SUB TOTAL XIV 12,206,900.00 0.0564XV PEKERJAAN PANEL TEGANGAN RENDAH

SDP (terpasang - Pengadaan baru) unit 24,564,000.00 1.00 24,564,000.00 0.1136 0.0568 0.0568PP-1 unit 14,481,800.00 1.00 14,481,800.00 0.0670 0.0335 0.0335PP-2 unit 14,481,800.00 1.00 14,481,800.00 0.0670 0.0335 0.0335PP-AC-1 unit 18,305,600.00 1.00 18,305,600.00 0.0846 0.0423 0.0423PP-UPS unit 16,904,700.00 1.00 16,904,700.00 0.0782 0.0391 0.0391LVMDP (terpasang pengadaan baru ) unit 85,000,000.00 1.00 85,000,000.00 0.3930 0.1965 0.1965

SUB TOTAL XV 173,737,900.00 0.8034

XVI PEKERJAAN KABEL TEGANGAN RENDAH

Kabel dari LVMDP ke SDP NYFGBY 4X 90 mm2 + BC 70 mm m 523,700.00 350.00 183,295,000.00 0.8475 0.2119 0.2119 0.2119 0.2119

Kabel dari SDP ke PP-1 NYY 4X 10 mm2 + BC 10 mm m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012

Kabel dari SDP ke PP-2 NYY 4X 10 mm2 + BC 10 mm m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012

Kabel dari SDP ke PP-UPS NYY 4 x 10 mm2 + BC 10 mm2 m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012

Kabel dari SDP ke PP-AC-1 NYY 4 x 35 mm2 + BC 25 mm2 m 249,200.00 10.00 2,492,000.00 0.0115 0.0029 0.0029 0.0029 0.0029

Kabel dari LVMDP ke PP Hydrant FRC 4X 120 mm2 + BC 70 mm m 2,646,800.00 - - -

Kabel dari SDP ke Pompa NYY 4X 10 mm2 + BC 10 mm m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012

Kabel dari SDP KE BP NYY 4 x 6 mm2 + BC 6 mm2 m 65,300.00 - - -

SUB TOTAL XVI 189,751,000.00 0.8774

XVII PEKERJAAN TATA UDARA (AIR CONDITIONING)

supply & install AC Wall mounted 12000 btuh c/w Pipa drain & pipa refrigrent unit 7,034,700.00 3.00 21,104,100.00 0.0976 0.0488 0.0488

supply & install AC Wall mounted 9000 btuh c/w Pipa drain & pipa refrigrent unit 5,539,600.00 3.00 16,618,800.00 0.0768 0.0384 0.0384

SUB TOTAL XVII 37,722,900.00 0.1744

XVIII PEKERJAAN PLUMBING / POMPA AIR

Pemasangan Pompa Air Sanyo lengkap (Sumur dalam) unit 17,500,000.00 1.00 17,500,000.00 0.0809 0.0405 0.0405

Pemasangan water toren 2x2000 lt (include instalasi pipa) unit 9,883,200.00 1.00 9,883,200.00 0.0457 0.0229 0.0229

Tower water toren t=6m siku 70x70x7 unit 9,442,500.00 1.00 9,442,500.00 0.0437 0.0219 0.0219

SUB TOTAL XVIII 36,825,700.00 0.1703

XIX PEKERJAAN RAK KABEL

Rak Kable Elektrikal 0.0000

Rak kabel 300 x 100 x 2 m 355,100.00 50.00 17,755,000.00 0.0821 0.0411 0.0411

elbow 300 x 100 x 2 unit 520,000.00 2.00 1,040,000.00 0.0048 0.0024 0.0024

Tee 300 x 100 x 2 unit 583,000.00 1.00 583,000.00 0.0027 0.0014 0.0014

SUB TOTAL XIX 19,378,000.00 0.0896

XX PEKERJAAN PENANGKAL PETIRPemasangan Penangkal petir Lot 6,295,000.00 1.00 6,295,000.00 0.0291 0.0291

SUB TOTAL XX 6,295,000.00 0.0291

XXI TESTING COMMISIONING Lot 5,000,000.00 1.00 5,000,000.00 0.0231 0.0231

SUB TOTAL XXI 5,000,000.00 0.0231

TOTAL PEKERJAAN AREA CIKUPA 14,685,963,720.95 67.9048




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

AREA BALARAJA BARAT1 PEKERJAAN PERSIAPAN

1.1 Mobiliasasi dan demobiliasi ls 31,200,000.00 1.00 31,200,000.00 0.1443 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056 0.0056

1.2 Pelaporan dan Dokumentasi ls 18,000,000.00 1.00 18,000,000.00 0.0832 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035

1.3 Perambuan dan K3 & Perlengkapannya ls 54,000,000.00 1.00 54,000,000.00 0.2497 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104

1.4 Kantor, Gudang Sementara & sewa mess pekerja ls 70,500,000.00 1.00 70,500,000.00 0.3260 0.1630 0.1630

1.5 Fasilitas proyek ls 10,000,000.00 1.00 10,000,000.00 0.0462 0.0231 0.0231

1.6 Pengukuan dan re-desain ls 15,000,000.00 1.00 15,000,000.00 0.0694 0.0347 0.0347

1.7 Laboratorium ls 23,000,000.00 1.00 23,000,000.00 0.1063 0.0213 0.0213 0.0213 0.0213 0.0213

1.8 Pembuatan Patform Deck ls 15,000,000.00 1.00 15,000,000.00 0.0694 0.0231 0.0231 0.0231

1.9 penyediaan alat bantu mobil crane ls 56,426,189.83 1.00 56,426,189.83 0.2609 0.0522 0.0522 0.0522 0.0522 0.0522

2 PEKERJAAN BONGKARAN

2.1 Bongkar guardrail m' 43,600.00 60.00 2,616,000.00 0.0121 0.0024 0.0024 0.0024 0.0024 0.0024

2.2 Bongkar pagar BRC m' 35,200.00 90.00 3,168,000.00 0.0146 0.0029 0.0029 0.0029 0.0029 0.0029

2.3 Bongkar PJU unit 1,235,200.00 12.00 14,822,400.00 0.0685 0.0137 0.0137 0.0137 0.0137 0.0137

2.4 Bongkar kantor posko barat (5x10) unit 13,000,000.00 1.00 13,000,000.00 0.0601 0.0120 0.0120 0.0120 0.0120 0.0120

2.5 Bongkat kantor pos jaga (3x5) unit 3,900,000.00 1.00 3,900,000.00 0.0180 0.0036 0.0036 0.0036 0.0036 0.0036

2.6 Bongkar Gerbang Tol (13x25) unit 42,250,000.00 1.00 42,250,000.00 0.1954 0.0391 0.0391 0.0391 0.0391 0.0391

2.7 Bongkar rambu lalu lintas unit 650,000.00 5.00 3,250,000.00 0.0150 0.0030 0.0030 0.0030 0.0030 0.0030

SUB TOTAL PEKERJAAN PERSIAPAN 376,132,589.83 1.7391

II PEKERJAAN STRUKTUR

1 PEKERJAAN PONDASI

1.1 Tiang pancang bor pile dia. 40cm, tul 8dia12mm, beton K-300 m1 715,000.00 216.00 154,440,000.00 0.7141 0.1785 0.1785 0.1785 0.1785

1.2 Pekerjaan pilecap - 0.0000

a Galian tanah m3 26,100.00 20.40 532,440.00 0.0025 0.0008 0.0008 0.0008

b Pasir urug t = 10 cm m3 211,900.00 2.40 508,560.00 0.0024 0.0008 0.0008 0.0008

c Lantai kerja t = 5 cm m3 741,700.00 1.20 890,040.00 0.0041 0.0041

d Beton K250 m3 1,029,685.00 8.40 8,649,354.00 0.0400 0.0200 0.0200

e Pembesian kg 10,600.00 1,806.00 19,143,600.00 0.0885 0.0443 0.0443

f Bekisting m2 100,800.00 21.00 2,116,800.00 0.0098 0.0049 0.0049

2 PEKERJAAN TANAH & SUB.STRUKTUR

2.1 Pekerjaan pedestal 70x70cm 0.0000

a Beton K250 m3 1,029,685.00 7.41 7,629,965.85 0.0353 0.0118 0.0118 0.0118

b Pembesian kg 10,600.00 1,852.50 19,636,500.00 0.0908 0.0454 0.0454

c Bekisting m2 100,800.00 55.20 5,564,160.00 0.0257 0.0129 0.0129

3 PEKERJAAN ISLAND

3.1 Bongkaran Beton lantai m3 315,800.00 36.00 11,368,800.00 0.0526 0.0526

3.2 Beton lantai K-125 m3 741,700.00 36.00 26,701,200.00 0.1235 0.1235

3.3 Pembongkaran kansteen m' 33,900.00 330.00 11,187,000.00 0.0517 0.0172 0.0172 0.0172

3.4 Pembongkaran blok bumper/bullnose m3 315,800.00 12.00 3,789,600.00 0.0175 0.0088 0.0088

3.5 Beton K-250 blok bumper/bullnose m3 1,029,685.00 14.87 15,306,267.52 0.0708 0.0708

3.6 Pembesian kg 10,600.00 3,353.23 35,544,185.00 0.1643 0.0822 0.0822

3.7 bekisting m2 100,800.00 245.90 24,786,720.00 0.1146 0.1146

3.8 Pasang Kansteen m' 110,000.00 847.59 93,234,350.00 0.4311 0.2156 0.2156

4 STRUKTUR BAJA

4.1 Main Frame Hot Rolled

a WF 350X175X7 kg 16,500.00 2,736.92 45,159,147.00 0.2088 0.04176 0.04176 0.04176 0.04176 0.04176

b WF 400X200X8 kg 16,500.00 16,800.00 277,200,000.00 1.2817 0.2563 0.2563 0.2563 0.2563 0.2563

c WF 400X400X13 kg 16,500.00 10,484.58 172,995,570.00 0.7999 0.1600 0.1600 0.1600 0.1600 0.1600

4.2 Siku kg 16,500.00 1,200.86 19,814,188.68 0.0916 0.0183 0.0183 0.0183 0.0183 0.0183

4.3 Purlin C125*50*20*2.3 kg 16,500.00 5,606.83 92,512,728.00 0.4278 0.0856 0.0856 0.0856 0.0856 0.0856

4.4 Strut tube C125*50*20*2.3 kg 16,500.00 1,175.19 19,390,595.40 0.0897 0.0179 0.0179 0.0179 0.0179 0.0179

4.5 Flange Brace kg 16,500.00 448.74 7,404,173.17 0.0342 0.0068 0.0068 0.0068 0.0068 0.0068

4.6 Pipe kg 16,500.00 444.23 7,329,722.40 0.0339 0.0068 0.0068 0.0068 0.0068 0.0068

4.7 Sagrod & Bridging kg 16,500.00 448.74 7,404,173.17 0.0342 0.0068 0.0068 0.0068 0.0068 0.0068

4.8 Bracing kg 16,500.00 2,256.05 37,224,792.00 0.1721 0.0344 0.0344 0.0344 0.0344 0.0344

4.9 Anchor Bolt kg 16,500.00 435.19 7,180,679.47 0.0332 0.0066 0.0066 0.0066 0.0066 0.0066

4.10 Bolt, turnbuckle kg 16,500.00 435.19 7,180,679.47 0.0332 0.0066 0.0066 0.0066 0.0066 0.0066

4.11 Connection Plate kg 16,300.00 3,223.65 52,545,488.40 0.2430 0.0486 0.0486 0.0486 0.0486 0.0486

4.12 Plate bordes kg 16,000.00 1,458.00 23,328,000.00 0.1079 0.0216 0.0216 0.0216 0.0216 0.0216

4.13 Expanded Mesh G 3045 m2 - 0.0000

4.14 Painting epoxy single layer 100 mc ex Jotun kg 1,900.00 46,283.78 87,939,174.88 0.4066 0.0813 0.0813 0.0813 0.0813 0.0813

5 PEKERJAAN LAIN - LAIN

5.1 Rambu batas ketinggin 5m dia. 90cm buah 1,259,000.00 7.00 8,813,000.00 0.0407 0.0136 0.0136 0.0136

5.2 Rambu batas ketinggian platform deck (disesuaikan) buah 1,259,000.00 5.00 6,295,000.00 0.0291 0.0097 0.0097 0.0097

5.3 Rambu batas lebar kendaraan 2,9m dia. 90cm buah 1,259,000.00 7.00 8,813,000.00 0.0407 0.0136 0.0136 0.0136

5.4 Grouting tapak kolom tiang 239,300.00 6.00 1,435,800.00 0.0066 0.0022 0.0022 0.0022

SUB TOTAL PEKERJAAN STRUKTUR 1,330,995,454.42 6.1542




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

III PEKERJAAN ARSITEKTUR

1 PEKERJAAN ISLAND

1.1 Finishing tekstur beton warna natural m2 37,800.00 192.00 7,257,600.00 0.0336 0.0168 0.0168

1.2 Pekerjaan pengecatan kanstin m' 26,500.00 847.59 22,461,002.50 0.1039 0.1039

1.3Tanaman dollar

m' 12,600.00 480.00 6,048,000.00

0.0280 0.014 0.014

2 PEKERJAAN BOOTH (7 BOOTH)

2.1 Toll Booth unit 72,149,750.00 7 505,048,250.00 2.3352 1.1676 1.1676

3 PEKERJAAN TIANG KANOPI TIPIKAL(6UNIT)

3.1 Alumunium Composite Panel (ACP) 2 550,100.00 335.52 184,569,552.00 0.8534 0.4267 0.4267

4 KANOPI UTAMA

4.1 600,000.00 134.48 80,686,080.00 0.3731 0.1866 0.1866

4.2 Atap canopy Alumunium Composite Panel ( ACP ) 1 550,100.00 284.85 156,696,645.12 0.7245 0.3623 0.3623

4.3 Atap canopy Alumunium Composite Panel ( ACP ) 2 550,100.00 768.22 422,599,582.32 1.9540 0.9770 0.9770

4.5 Atap canopy corrugated 400,000.00 669.98 267,990,720.00 1.2391 0.6196 0.6196

4.6 Pemasangan plafond canopy alumunium perforated 646,940.00 669.98 433,434,790.99 2.0041 1.0021 1.0021

4.7 Talang utama m' 336,000.00 42.94 14,426,455.68 0.0667 0.0334 0.0334

4.8Waterproofing membrane m' 81,900.00 138.41 11,336,106.60 0.0524 0.0262 0.0262

4.12 Pengadaan dan instalasi Lampu utama unit 839,800.00 24 20,155,200.00 0.0932 0.0466 0.0466

4.13 Huruf FONT gerbang sisi 43,435,500.00 2 86,871,000.00 0.4017 0.2009 0.2009

4.15 Kabel stain m' 125,900.00 99.84 12,569,856.00 0.0581 0.0291 0.0291

SUB TOTAL PEKERJAAN ARSITEKTUR 2,232,150,841.21 10.3210

IV PEKERJAAN MEKANIKAL ELEKTRIKAL DAN PLUMBING

1 LIGHTING ( Pengadaan dan pemasangan lampu, saklar c/w peralatan bantu dan acesssories )

1.1 TL2X 18 COVER ACRIILIC unit 228,800.00 14.00 3,203,200.00 0.0148 0.0074 0.0074

1.2 Emergency battery for lampu TL 18 w unit 702,600.00 7.00 4,918,200.00 0.0227 0.0114 0.0114

1.3 TL 2 X 36 w COVER ACRILIC unit 738,800.00 35.00 25,858,000.00 0.1196 0.0598 0.0598

1.4 Lampu LED strip m 121,500.00 254.33 30,901,500.00 0.1429 0.0715 0.0715

1.5 Lampu Spot LED 7 W unit 4,133,300.00 8.00 33,066,400.00 0.1529 0.0765 0.0765

1.10 Double switch unit 33,300.00 9.00 299,700.00 0.0014 0.0007 0.0007

1.11 Switch installations titik 34,000.00 9.00 306,000.00 0.0014 0.0007 0.0007

1.12 Instalasi lampu gate unit 178,300.00 38.00 6,775,400.00 0.0313 0.0157 0.0157

1.13 Instalasi lampu booth unit 521,200.00 14.00 7,296,800.00 0.0337 0.0169 0.0169

1.14 LED installation c/w power conector titik 1,609,400.00 2.00 3,218,800.00 0.0149 0.0075 0.0075

1.15 Instalasi Lampu Atas (LLA) unit 697,700.00 5.00 3,488,500.00 0.0161 0.0081 0.0081

1.16 Instalasi LLB titik 324,500.00 7.00 2,271,500.00 0.0105 0.0053 0.0053

1.17 Instalasi Alarm unit 420,100.00 7.00 2,940,700.00 0.0136 0.0068 0.0068

1.18 Instalasi Lampu golongan titik 377,500.00 7.00 2,642,500.00 0.0122 0.0061 0.0061

1.19 Instalasi Counter mekanik titik 236,200.00 7.00 1,653,400.00 0.0076 0.0038 0.0038

1.20 Instalasi portal titik 513,600.00 7.00 3,595,200.00 0.0166 0.0083 0.0083

1.21 LED installation c/w power conector FOR LOGO titik 571,500.00 7.00 4,000,500.00 0.0185 0.0093 0.0093

2 STOP KONTAK STOP KONTAK

2.1 Power outlet booth unit 44,500.00 21.00 934,500.00 0.0043 0.0022 0.0022

2.2 Power outlet tol gate unit 126,300.00 7.00 884,100.00 0.0041 0.0021 0.0021

2.3 Power outlet AC unit 98,100.00 7.00 686,700.00 0.0032 0.0016 0.0016

2.4 Instalasi power outlet booth unit 263,000.00 21.00 5,523,000.00 0.0255 0.0128 0.0128

2.5 Instalasi power outlet tol gate unit 263,000.00 7.00 1,841,000.00 0.0085 0.0043 0.0043

2.6 Instalasi AC unit 399,000.00 7.00 2,793,000.00 0.0129 0.0065 0.0065

2.7 Lampu Spot LED 80 W unit 10,519,900.00 14.00 147,278,600.00 0.6810 0.3405 0.3405

3 PANEL TEGANGAN RENDAH

3.1 PP-UPS unit 21,283,000.00 1 21,283,000.00 0.0984 0.0492 0.0492

3.2 PP-TOL GATE unit 14,481,800.00 1 14,481,800.00 0.0670 0.0335 0.0335

3.3 PP-ACSESSORIES unit 14,481,800.00 1 14,481,800.00 0.0670 0.0335 0.0335

4 KABEL TEGANGAN RENDAH & GROUNDING

4.3 Kabel dari Panel Utama Ke PP- Tol gate NYFGbY 4 x 6 m mm2 + BC 6 m 63,900.00 64.17 4,100,250.00 0.0190 0.0063 0.0063 0.0063

4.4 Kabel Dari PP UPS ke Booth 1-7 NYY 3 x 4 mm2 m 33,700.00 469.00 15,805,300.00 0.0731 0.0244 0.0244 0.0244

4.5 Kabel dari PP-Acccesories ke Booth 1-5 NYY 3 x 4 mm2 m 33,700.00 469.00 15,805,300.00 0.0731 0.0244 0.0244 0.0244

4.6 Grounding elektrikal BC 25 lengkap denga copper rod, bak control tahanan 2 ohm lot 1,644,700.00 1.00 1,644,700.00 0.0076 0.0025 0.0025 0.0025

4.7 Grounding elektornik BC 25 lengkap denga copper rod, bak control tahanan 1 ohm lot 1,369,100.00 1.00 1,369,100.00 0.0063 0.0021 0.0021 0.0021

4.8 Sparing pipa, PVC AW 4" m 105,900.00 20.00 2,118,000.00 0.0098 0.0033 0.0033 0.0033

4.9 Sparing pipa, PVC AW 3" m 68,100.00 20.00 1,362,000.00 0.0063 0.0021 0.0021 0.0021

4.10 Sparing Pipa, PVC AW 2" m 40,200.00 60.00 2,412,000.00 0.0112 0.0037 0.0037 0.0037

m2

Atap canopy Utama ( Catwalk ) m2

m2

m2

m2

m2

C452

Vaio: item tambahan




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

5 PENANGKAL PETIR ( Pengadaan & pemasangan pekerjaan penangkal petir c/w peralatan bantu & accessories )

5.1 Air teminal unit 22,802,300.00 2.00 45,604,600.00 0.2109 0.2109

5.2 Test link unit 440,700.00 2.00 881,400.00 0.0041 0.0041

5.3 Bak Kontrol lengkap dengan copper rod minimal 6 m tahanan 2 ohm unit 409,200.00 2.00 818,400.00 0.0038 0.0038

5.4 KABEL BC 70 mm2 unit 132,200.00 35.00 4,627,000.00 0.0214 0.0107 0.0107

6 DATA

6.4 Kabel data FO untuk gate 1-7 m 66,900.00 469.00 31,376,100.00 0.1451 0.0726 0.0726

7 SOUND SYSTEM ( Pengadaan & pemasangan pekerjaan Sound System c/w peralatan bantu & accessories )

7.1 Power amplifier 240 w unit 3,955,800.00 1.00 3,955,800.00 0.0183 0.0092 0.0092

7.2 Mixer amplifier unit 11,049,000.00 1.00 11,049,000.00 0.0511 0.0256 0.0256

7.3 DVD unit 4,076,100.00 1.00 4,076,100.00 0.0188 0.0094 0.0094

7.4 Mic unit 4,450,200.00 1.00 4,450,200.00 0.0206 0.0103 0.0103

7.5 ceilling speker 3 w unit 289,700.00 7.00 2,027,900.00 0.0094 0.0047 0.0047

7.6 ceilling speaker installation unit 144,800.00 7.00 1,013,600.00 0.0047 0.0024 0.0024

7.7 Attenuator unit 203,300.00 7.00 1,423,100.00 0.0066 0.0033 0.0033

7.8 Instalasi peralatan utama unit 1,356,100.00 1.00 1,356,100.00 0.0063 0.0032 0.0032

7.9 Rack sound system unit 8,987,200.00 1.00 8,987,200.00 0.0416 0.0208 0.0208

7.10 TBS-2 unit 566,600.00 1.00 566,600.00 0.0026 0.0013 0.0013

7.11 power amplifier booth m 409,200.00 7.00 2,864,400.00 0.0132 0.0066 0.0066

7.12 microphone booth unit 157,400.00 7.00 1,101,800.00 0.0051 0.0026 0.0026

7.13 Kabel Microphone dari gate 1-7 NYYHY 3 x 1.5 mm2 m 15,400.00 126.00 1,940,400.00 0.0090 0.0045 0.0045

7.14 Horn Speker unit 395,400.00 7.00 2,767,800.00 0.0128 0.0064 0.0064

7.15 Horn Speker installatoin unit 531,500.00 7.00 3,720,500.00 0.0172 0.0086 0.0086

8 TATA UDARA ( AIR CONDITIONING)

8.1 AC Wall Mounted kap 7000 BTU/H lengkap pipa refrigrent & drain unit 4,028,800.00 7 28,201,600.00 0.1304 0.1304

9 PEMADAM KEBAKARAN

9.1 fire extinguisher 3KG unit 963,200.00 6 5,779,200.00 0.0267 0.0267

10 PLUMBING

10.1 Gate Valve dia 1" un 278,800.00 1.00 278,800.00 0.0013 0.0013

10.2 Pipa diameter 1/2" (PVC Class AW) m 15,000.00 90.00 1,350,000.00 0.0062 0.0031 0.0031

10.3 Pipa diameter 3/4" (PVC Class AW) m 17,500.00 30.00 525,000.00 0.0024 0.0012 0.0012

10.4 kran taman m 113,400.00 7.00 793,800.00 0.0037 0.0019 0.0019

10.5 faucet m 245,600.00 7.00 1,719,200.00 0.0079 0.0040 0.0040

10.6 Pipa diameter 1" (PVC Class AW) m 44,600.00 20.00 892,000.00 0.0041 0.0021 0.0021

10.7 fitting lot 188,900.00 1.00 188,900.00 0.0009 0.0005 0.0005

10.8 Pipa air hujan (PVC Class AW) 0.0000

10.9 Pipa diameter 4" m 105,900.00 66.00 6,989,400.00 0.0323 0.0162 0.0162

10.10 Clean Eye m 163,700.00 2.00 327,400.00 0.0015 0.0015

10.11 roof drain un 195,200.00 6.00 1,171,200.00 0.0054 0.0054

10.12 fitting ls 629,500.00 1.00 629,500.00 0.0029 0.0029

11 INTERCOM

11.1 outlet intercom un 1,026,600.00 7.00 7,186,200.00 0.0332 0.0166 0.0166

11.2 Instalasi outlet intercom un 120,900.00 7.00 846,300.00 0.0039 0.0020 0.0020

11.3 kabel intercom main inetrcom ke gate 1-7 m 15,400.00 500.00 7,700,000.00 0.0356 0.0178 0.0178

11.4 Instalasi main intercom lot 3,585,100.00 1.00 3,585,100.00 0.0166 0.0083 0.0083

11.5 Main Equipment (existing ) un - 1.00 -

12 CCTV camera system (Pengadaan & pemasangan pekerjaan CCTV c/w peralatan bantu & accessories)

12.1 Colour fixed dome camera unit 5,665,500.00 7.00 39,658,500.00 0.1834 0.0917 0.0917

12.2 Colour fixed pant & tilt camera unit 9,127,800.00 8.00 73,022,400.00 0.3376 0.1688 0.1688

12.3 Instalsi camera unit 839,800.00 15.00 12,597,000.00 0.0582 0.0291 0.0291

13 TESTING COMMISSIONING ls 12,590,000.00 1 12,590,000.00 0.0582 0.0582

SUB TOTAL PEKERJAAN ME dan P 731,879,950.00 3.3840




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

V PEKERJAAN PAVEMENT

1 PEKERJAAN BONGKARAN

1.1 Bongkaran beton m3 315,800.00 19.50 6,158,100.00 0.0285 0.0143 0.0143

1.2 Bongkar Perkerasan Aspal m3 480,000.00 30.00 14,400,000.00 0.0666 0.0333 0.0333

2 PEKERJAAN TANAH

2.1 Galian Tanah m3 26,100.00 1,449.00 37,818,900.00 0.1749 0.0583 0.0583 0.0583

2.2 Timbunan Tanah merah dipadatkan m3 85,000.00 525.00 44,625,000.00 0.2063 0.1032 0.1032

3 PEKERJAAN BERBUTIR

3.1 Agregat Klas B m3 246,400.00 630.00 155,232,000.00 0.7178 0.3589 0.3589

4 PEKERJAAN BETON

4.3 PCC FS-45 tebal 29 cm umur 14 hari m2 515,733.81 2,100.00 1,083,041,001.00 5.0078 2.5039 2.5039

4.5 Dowel dia.32 panjang 70 cm jarak 30 cm bh 47,900.00 1,800.00 86,220,000.00 0.3987 0.3987

4.6 Tiebar dia.16 panjang 80 cm jarak 75 cm bh 12,100.00 640.00 7,744,000.00 0.0358 0.0358

4.7 Wiremesh M6 dua lapis m2 43,900.00 5,040.00 221,256,000.00 1.0230 0.5115 0.5115

5 PEKERJAAN ASPAL

5.1 Tack Coat (TC) kg 12,526.88 525.00 6,576,612.00 0.0304 0.0304

5.2 Prime Coat (PC) kg - - 0.0000

5.3 Asphalt Concrete Wearing Course (AC WC) ton 826,900.00 241.50 199,696,350.00 0.9234 0.9234

6 PEKERJAAN LAIN - LAIN

6.1 Marka Jalan m2 113,400.00 216.00 24,494,400.00 0.1133 0.0567 0.0567

6.2 Sealent m' 20,200.00 520.00 10,504,000.00 0.0486 0.0243 0.0243

6.3 Pagar BRC t. 210 + tiang GIP 2,5" medium m' 389,200.00 100.00 38,920,000.00 0.1800 0.0900 0.0900

6.4 Pagar BRC t.150 + tiang GIP 2,5" medium m 292,000.00 90.00 26,280,000.00 0.1215 0.0608 0.0608

6.5 Saluran U ditch, L=60cm m' 440,700.00 300.00 132,210,000.00 0.6113 0.3057 0.3057

6.6 Pasangan Batu kali m3 682,300.00 187.50 127,931,250.00 0.5915 0.2958 0.2958

6.7 Pembuatan pintu dorong gerbang kantor unit 18,885,000.00 1.00 18,885,000.00 0.0873 0.0437 0.0437

6.8 Beton K-250 m3 1,029,685.00 4.20 4,324,677.00 0.0200 0.0200

6.9 Besi beton kg 10,600.00 735.00 7,791,000.00 0.0360 0.0180 0.0180

6.10 Bekisting m2 88,200.00 12.00 1,058,400.00 0.0049 0.0049

6.11 Sparing Pipa PVC AW 4" m' 107,100.00 140.00 14,994,000.00 0.0693 0.0693

SUB TOTAL PEKERJAAN PAVEMENT 2,270,160,690.00 10.4969

TOTAL PEKERJAAN AREA BALARAJA BARAT 6,941,319,525.46 32.0952

Progress rencana 21,627,283,246.41 100.000 0.2879 0.7233 0.5025 1.9857 2.5087 2.9098 1.4599 2.3548 3.9930 5.0512 5.2880 11.8372 11.7186 10.0518 1.8057 4.4990 9.2871 2.0635 2.1952 3.1943 4.5116 4.3976 2.9029 2.6576 1.7261 0.0868

Komulatif 21,627,280,000.00 0.2879 1.0112 1.5137 3.4994 6.0082 8.9179 10.3778 12.7326 16.7256 21.7768 27.0648 38.9021 50.6207 60.6725 62.4782 66.9772 76.2642 78.3278 80.5230 83.7173 88.2289 92.6265 95.5294 98.1871 99.9132 100.0000

Realisasi 2,162,728,000.00

Komulatif 23,790,008,000.00

Deviasi

Disetujui olehDiperiksa oleh Diajukan oleh

PT. Marga Mandalasakti PT. Marga Mandalasakti Konsultan Pengawas Kontraktor PelaksanaPT. Mitrapacific Consulindo International PT. Jaya Konstruksi MP, Tbk

Ir. Sunarto Sastrowiyoto, MSc Ir. Abdul RahmanDireksi Pekerjaan Direksi Teknis Ir. Utama Ulumuddin Ir. Tito Ari Bawono

Team Leader General Superintendent

SCHEDULLE PEKERJAAN

SCHEDULLE PEKERJAAN

'PT. MARGA MANDALA SAKTI ( MMS )


PEMILIK PROYEK : PT. MARGA MANDALA SAKTIKONSULTAN :KONTRAKTOR : PT. JAYA KONSTRUKSI MP, Tbk ###

NO. KONTRAK : 183/PJ/M-1/11/ 2012NILAI KONTRAK : Rp. 23.790.019.000,- include PPN 10%

NO URAIAN SAT HARGA SATUAN KONTRAK Desember Januari Februari Maret April Mei JuniVOLUME JUMLAH HARGA BOBOT 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

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

I PEKERJAAN PERSIAPAN1 Mobilisasi dan demobilisasi Ls 69,400,000.00 1.00 69,400,000.00 0.3209 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.0247 0.02472 Perambuaan K3 Ls 59,000,000.00 1.00 59,000,000.00 0.2728 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114 0.0114

SUB TOTAL I 128,400,000.00 0.5937II PEKERJAAN DESAIN1 Desain atap canopy gerbang satelit Ls 10,000,000.00 1.00 10,000,000.00 0.0462 0.0116 0.0116 0.0116 0.01162 Desain kantor gerbang cikupa satelit m2 94,500.00 150.00 14,175,000.00 0.0655 0.0164 0.0164 0.0164 0.0164

SUB TOTAL II 24,175,000.00 0.1117III PEKERJAAN BONGKARAN1 Bongkar guardrail m' 43,600.00 329.10 14,348,760.00 0.0663 0.0110 0.0110 0.0110 0.0110 0.0110 0.01102 Bongkar pagar BRC m' 35,200.00 210.00 7,392,000.00 0.0342 0.0057 0.0057 0.0057 0.0057 0.0057 0.00573 Bongkar gardu tol kecil 22A, 22B + kanopi unit 3,335,300.00 3.00 10,005,900.00 0.0463 0.0077 0.0077 0.0077 0.0077 0.0077 0.00774 Bongkar PJU unit 1,196,200.00 12.00 14,354,400.00 0.0664 0.0111 0.0111 0.0111 0.0111 0.0111 0.01115 Bongkar Perkerasan Aspal m3 480,000.00 507.51 243,602,400.00 1.1264 0.187733 0.187733 0.187733 0.187733 0.187733 0.187733

SUB TOTAL III 289,703,460.00 1.3396IV PEKERJAAN TANAH1 Galian Tanah m3 26,100.00 7,537.73 196,734,820.86 0.9097 0.0606 0.0700 0.1819 0.1819 0.41522 Timbunan Tanah merah dipadatkan m3 85,000.00 5,757.28 489,368,587.50 2.2627 1.1314 1.1314

SUB TOTAL IV 686,103,408.36 3.1724V PEKERJAAN BERBUTIR1 Agregat Klas B m3 246,400.00 3,703.36 912,508,396.80 4.2192 1.4064 1.4064 1.40642 Agregat Klas C m3 265,000.00 - - 0.0000

SUB TOTAL V 912,508,396.80 4.2192VI PEKERJAAN BETON3 PCC FS-45 tebal 29 cm umur 14 hari m2 515,733.81 2,000.00 1,031,467,620.00 4.7693 0.7949 0.7949 0.7949 0.7949 0.7949 0.79494 PCC FS-45 tebal 29 cm umur 28 hari m2 431,893.57 10,344.54 4,467,740,310.61 20.6579 3.4430 3.4430 3.4430 3.4430 3.4430 3.44305 Dowel dia.32 panjang 70 cm jarak 30 cm bh 47,900.00 7,700.00 368,830,000.00 1.7054 0.2842 0.2842 0.2842 0.2842 0.2842 0.28426 Tiebar dia.16 panjang 80 cm jarak 75 cm bh 12,100.00 2,374.00 28,725,400.00 0.1328 0.0221 0.0221 0.0221 0.0221 0.0221 0.02217 Wiremesh M6 dua lapis m2 43,900.00 24,689.08 1,083,850,612.00 5.0115 0.8352 0.8352 0.8352 0.8352 0.8352 0.8352

SUB TOTAL VI 6,980,613,942.61 32.2769VII PEKERJAAN ASPAL

1 Tack Coat (TC) kg 12,526.88 6,172.27 77,319,285.62 0.3575 0.1788 0.17883 Asphalt Concrete Wearing Course (AC WC) ton 847,320.00 1,419.62 1,202,874,197.77 5.5618 2.7809 2.7809

SUB TOTAL VII 1,280,193,483.39 5.9193VIII PEKERJAAN CANOPY DAN GARDU

1 Base plat 16 mm kg 16,855.50 59.68 1,005,906.03 0.0047 0.0016 0.0016 0.00162 Angkur baut dia 22 mm, p=800 mm bh 119,605.00 72.00 8,611,560.00 0.0398 0.0133 0.0133 0.01333 Pondasi pile cap beton K-300 m3 900,124.30 3.78 3,402,469.85 0.0157 0.0052 0.0052 0.0052

Pembesian Pile Cap kg 10,575.60 515.42 5,450,875.75 0.0252 0.0084 0.0084 0.00844 Tiang pancang bor pile dia. 40cm, tul 8dia12mm, beton K-300 m' 755,905.00 108.00 81,637,740.00 0.3775 0.1258 0.1258 0.12585 Island Tollboth beton K-250 m3 841,137.90 129.45 108,885,301.15 0.5035 0.2518 0.25186 Block Bumper beton K-250 m3 841,137.90 33.39 28,085,594.48 0.1299 0.0650 0.0650

Pembesian Block Bumper kg 10,575.60 225.46 2,384,374.78 0.0110 0.0055 0.00557 Bullnose beton K-250 m3 841,137.90 59.03 49,650,183.28 0.2296 0.2296

Pembesian Bullnose kg 10,575.60 1,221.52 12,918,306.91 0.0597 0.05978 Walter mur bh 188,850.00 36.00 6,798,600.00 0.0314 0.0157 0.01579 Plat stifener 10 mm kg 17,626.00 17.47 308,003.77 0.0014 0.0007 0.0007

10 Kuda-kuda, Pipa 10" SCH 40 kg 17,000.00 9,462.53 160,862,976.00 0.7438 0.2479 0.2479 0.247911 Tiang utama Pipa 12" SCH 40 kg 17,000.00 10,429.56 177,302,520.00 0.8198 0.2050 0.2050 0.2050 0.205012 Pipa bracing 6" SCH 40 kg 17,000.00 1,362.84 23,168,280.00 0.1071 0.0536 0.053613 Pipa bracing 2" SCH 40 (rangka atap) kg 17,000.00 4,817.66 81,900,288.00 0.3787 0.1262 0.1262 0.126214 Atap gelombang lengkung t-0.4 mm m2 251,800.00 873.79 220,020,825.60 1.0173 0.3391 0.3391 0.339115 Track stang (besi 30 mm) kg 16,855.50 356.90 6,015,757.36 0.0278 0.0093 0.0093 0.009316 Roof hanger (besi 30 mm) kg 16,855.50 307.52 5,183,485.41 0.0240 0.0080 0.0080 0.008017 Pengecatan zincromat kg 629.50 28,776.57 18,114,850.82 0.0838 0.0419 0.041918 Pengecatan finishing kg 1,130.50 28,776.57 32,531,912.38 0.1504 0.0752 0.075219 Instalasi penerangan titik 314,750.00 18.00 5,665,500.00 0.0262 0.0131 0.013120 Lampu penerangan (phillips outbow 2 x 36 w) unit 611,874.00 18.00 11,013,732.00 0.0509 0.0255 0.025521 Saklar penerangan unit 89,389.00 9.00 804,501.00 0.0037 0.0019 0.001922 Tollbooth (Gardu Satelit) unit 72,149,750.00 9.00 649,347,750.00 3.0024 1.5012 1.5012

SUB TOTAL VIII 1,701,071,294.58 7.8653IX PEKERJAAN LAIN - LAIN1 Marka Jalan m2 113,400.00 376.80 42,729,120.00 0.1976 0.19762 Sealent m' 20,200.00 3,714.27 75,028,294.40 0.3469 0.1735 0.17353 Pagar BRC t. 210 + tiang GIP 2,5" medium m' 389,200.00 780.00 303,576,000.00 1.4037 0.2807 0.2807 0.2807 0.2807 0.28074 Saluran U ditch m' 440,700.00 55.00 24,238,500.00 0.1121 0.0561 0.05615 Pasangan Batu kali m3 682,300.00 67.60 46,123,480.00 0.2133 0.1067 0.10676 Sparing Pipa PVC AW 4" m' 107,100.00 72.00 7,711,200.00 0.0357 0.03577 Pasang Kansteen m' 110,000.00 1,163.40 127,974,000.00 0.5917 0.1972 0.1972 0.19728 Pengecatan kansteen + blok bumper/nose m2 44,100.00 829.37 36,575,349.30 0.1691 0.0846 0.08469 Penambahan box culvert m3 - 0.0000

a. Beton K-300 (include dengan bekisting) m3 900,124.30 173.94 156,567,620.74 0.7239 0.1810 0.1810 0.1810 0.1810b. Pembesian Box Culvert kg 10,575.60 9,369.60 99,089,141.76 0.4582 0.1146 0.1146 0.1146 0.1146

10 Headwall Box Culvert 2x3x2 m Beton K-300 - 0.0000a. Beton K-300 (include dengan bekisting) m3 900,124.30 5.86 5,274,728.40 0.0244 0.0061 0.0061 0.0061 0.0061b. Pembesian Box Culvert kg 10,575.60 497.00 5,256,073.20 0.0243 0.0061 0.0061 0.0061 0.0061

10 Penambahan RCP dia. 90 cm m' 56,700.00 12.50 708,750.00 0.0033 0.0017 0.001711 Fix Concrete Barrier m' 820,900.00 660.00 541,794,000.00 2.5051 0.4175 0.4175 0.4175 0.4175 0.4175 0.417512 Moveable Concrete Barrier m' 852,400.00 377.00 321,354,800.00 1.4859 0.7430 0.743013 Pengadaan Rambu "Kendaraan Kecil gunakan lajur paling kanan" unit 3,147,500.00 4.00 12,590,000.00 0.0582 0.058214 Pengadaan Rambu Panah 2 arah unit 3,147,500.00 2.00 6,295,000.00 0.0291 0.029115 Pengadaan Rambu Chevron 150x90 cm unit 3,147,500.00 6.00 18,885,000.00 0.0873 0.087316 Pengadaan Rambu "Hati-hati Menyebrang Gunakan APD" unit 3,147,500.00 2.00 6,295,000.00 0.0291 0.029117 Pengadaan Rambu "Hati-hati Kendaraan Dari Kiri" unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.043718 Pengadaan Rambu "Hati-Hati Kendaraan Dari Kanan" unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.043719 Pengadaan Rambu "Batas Kecepatan Maksimum 20km/jam" unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.043720 Pengadaan Rambu Larangan Berhenti unit 3,147,500.00 3.00 9,442,500.00 0.0437 0.043721 Pengadaan Portal Khusus Kendaraan Kecil unit 6,269,900.00 3.00 18,809,700.00 0.0870 0.0870

SUB TOTAL IX 1,894,645,757.80 8.7607X PEKERJAAN BANGUNAN1 Galian Tanah Pondasi m3 35,100.00 24.96 876,096.00 0.0041 0.0010 0.0010 0.0010 0.00102 Urugan Pasir Pondasi m3 211,900.00 3.12 661,128.00 0.0031 0.0008 0.0008 0.0008 0.00083 Urugan Pasir Bawah Lantai m3 211,900.00 16.50 3,496,350.00 0.0162 0.00405 0.00405 0.00405 0.004054 Pasangan Batu Kosong m3 314,700.00 6.24 1,963,728.00 0.0091 0.0023 0.0023 0.0023 0.00235 Pondasi Pasangan Batu Kali m3 651,100.00 11.70 7,617,870.00 0.0352 0.0117 0.0117 0.01176 Sloof Beton 15x20 cm m3 4,352,500.00 1.56 6,789,900.00 0.0314 0.0105 0.0105 0.01057 Kolom Beton 15x15 cm m3 4,994,500.00 0.54 2,697,030.00 0.0125 0.0042 0.0042 0.00428 Ring Balk Beton 15x20 cm m3 4,352,500.00 1.56 6,789,900.00 0.0314 0.0105 0.0105 0.01059 Dinding 1/2 bata m2 155,000.00 204.00 31,620,000.00 0.1462 0.0487 0.0487 0.0487

10 Plesteran m2 38,800.00 408.00 15,830,400.00 0.0732 0.0244 0.0244 0.024411 Acian m2 18,800.00 408.00 7,670,400.00 0.0355 0.0178 0.017812 Kuda-kuda Baja Ringan m2 144,800.00 234.00 33,883,200.00 0.1567 0.0784 0.078413 Penutup Atap Genteng Beton Flat m2 178,800.00 234.00 41,839,200.00 0.1935 0.0968 0.096814 Karpus Genteng Beton m' 88,200.00 18.00 1,587,600.00 0.0073 0.007315 Plafond GRC t=4mm + rangka hollow 40x40 m2 283,300.00 234.00 66,292,200.00 0.3065 0.1022 0.1022 0.102216 Lis Plafond Gypsum m' 31,500.00 65.00 2,047,500.00 0.0095 0.0048 0.004817 Lisplank GRC profil 6/20 m' 31,500.00 62.00 1,953,000.00 0.0090 0.009018 Talang Alumunium, t=0,7 m' 44,100.00 36.00 1,587,600.00 0.0073 0.007319 Corong Talang PV AW 3" unit 233,000.00 2.00 466,000.00 0.0022 0.002220 Jendela Alumunium unit 1,252,800.00 3.00 3,758,400.00 0.0174 0.0058 0.0058 0.005821 Pintu alumunium unit 2,077,400.00 3.00 6,232,200.00 0.0288 0.0096 0.0096 0.009622 Pengecatan Dinding Luar m2 27,700.00 204.00 5,650,800.00 0.0261 0.0087 0.0087 0.008723 Pengecatan Dinding Dalam m2 20,800.00 204.00 4,243,200.00 0.0196 0.0065 0.0065 0.006524 Pengecatan Plafond m2 20,800.00 234.00 4,867,200.00 0.0225 0.022525 Pengecatan Lisplank m2 27,700.00 12.40 343,480.00 0.0016 0.001626 Keramik Lantai 40x40 m2 151,100.00 234.00 35,357,400.00 0.1635 0.0545 0.0545 0.054527 Keramik Dinding 20x40 m2 182,600.00 36.00 6,573,600.00 0.0304 0.0101 0.0101 0.0101

SUB TOTAL X 302,695,382.00 1.3998PEKERJAAN MEKANIKAL dan ELEKTRIKAL GEDUNG BARU

XI LIGHTING2 TL 2 X 36 Watt unit 436,900.00 18.00 7,864,200.00 0.0364 0.0182 0.01823 SL 14 Watt unit 208,000.00 4.00 832,000.00 0.0038 0.0019 0.00194 Lighting installations ttk 229,200.00 22.00 5,042,400.00 0.0233 0.0117 0.01175 Single switch unit 28,500.00 10.00 285,000.00 0.0013 0.0007 0.00076 Double switch unit 33,400.00 4.00 133,600.00 0.0006 0.0003 0.00037 Switch installations ttk 34,000.00 14.00 476,000.00 0.0022 0.0011 0.00118 Instalasi AC 1 Phasa ttk 379,800.00 6.00 2,278,800.00 0.0105 0.0053 0.00539 Instalasi Exhause fan ttk 195,300.00 1.00 195,300.00 0.0009 0.0005 0.0005

SUB TOTAL XI 17,107,300.00 0.0790XII POWER OUTLET

1 Power outlet standard unit 38,200.00 20.00 764,000.00 0.0035 0.0018 0.00182 Power outlet UPS 4 gang unit 67,300.00 4.00 269,200.00 0.0012 0.0006 0.00063 Power outlet installations unit 247,900.00 24.00 5,949,600.00 0.0275 0.0138 0.0138

SUB TOTAL XII 6,982,800.00 0.0322XIII PEKERJAAN TELEPON / INTERCOME

1 Outlet Telepon unit 50,400.00 6.00 302,400.00 0.0014 0.0005 0.0005 0.00052 Instalasi outlet Telepon titik 113,400.00 6.00 680,400.00 0.0031 0.0010 0.0010 0.00103 PABX 4/16 extention unit 16,681,800.00 1.00 16,681,800.00 0.0771 0.0257 0.0257 0.0257

SUB TOTAL XIII 17,664,600.00 0.0816XIV PEKERJAAN DATA

Data outlet unit 99,500.00 10.00 995,000.00 0.0046 0.0023 0.0023Data outlet installations unit 1,110,500.00 10.00 11,105,000.00 0.0513 0.0257 0.0257patch cord conect to oullet unit 106,900.00 1.00 106,900.00 0.0005 0.0003 0.0003SUB TOTAL XIV 12,206,900.00 0.0564

XV PEKERJAAN PANEL TEGANGAN RENDAHSDP (terpasang - Pengadaan baru) unit 24,564,000.00 1.00 24,564,000.00 0.1136 0.0568 0.0568PP-1 unit 14,481,800.00 1.00 14,481,800.00 0.0670 0.0335 0.0335PP-2 unit 14,481,800.00 1.00 14,481,800.00 0.0670 0.0335 0.0335PP-AC-1 unit 18,305,600.00 1.00 18,305,600.00 0.0846 0.0423 0.0423PP-UPS unit 16,904,700.00 1.00 16,904,700.00 0.0782 0.0391 0.0391LVMDP (terpasang pengadaan baru ) unit 85,000,000.00 1.00 85,000,000.00 0.3930 0.1965 0.1965SUB TOTAL XV 173,737,900.00 0.8034

XVI PEKERJAAN KABEL TEGANGAN RENDAHKabel dari LVMDP ke SDP NYFGBY 4X 90 mm2 + BC 70 mm m 523,700.00 350.00 183,295,000.00 0.8475 0.2119 0.2119 0.2119 0.2119Kabel dari SDP ke PP-1 NYY 4X 10 mm2 + BC 10 mm m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012Kabel dari SDP ke PP-2 NYY 4X 10 mm2 + BC 10 mm m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012Kabel dari SDP ke PP-UPS NYY 4 x 10 mm2 + BC 10 mm2 m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012Kabel dari SDP ke PP-AC-1 NYY 4 x 35 mm2 + BC 25 mm2 m 249,200.00 10.00 2,492,000.00 0.0115 0.0029 0.0029 0.0029 0.0029Kabel dari SDP ke Pompa NYY 4X 10 mm2 + BC 10 mm m 99,100.00 10.00 991,000.00 0.0046 0.0012 0.0012 0.0012 0.0012SUB TOTAL XVI 189,751,000.00 0.8774

XVII PEKERJAAN TATA UDARA (AIR CONDITIONING)supply & install AC Wall mounted 12000 btuh c/w Pipa drain & pipa refrigrent unit 7,034,700.00 3.00 21,104,100.00 0.0976 0.0488 0.0488supply & install AC Wall mounted 9000 btuh c/w Pipa drain & pipa refrigrent unit 4,816,266.67 3.00 14,448,800.01 0.0668 0.0334 0.0334SUB TOTAL XVII 35,552,900.01 0.1644

XVIII PEKERJAAN PLUMBING / POMPA AIR Pemasangan Pompa Air Sanyo lengkap (Sumur dalam) unit 17,500,000.00 1.00 17,500,000.00 0.0809 0.0405 0.0405Pemasangan water toren 2x2000 lt (include instalasi pipa) unit 9,883,200.00 1.00 9,883,200.00 0.0457 0.0229 0.0229Tower water toren t=6m siku 70x70x7 unit 9,442,500.00 1.00 9,442,500.00 0.0437 0.0219 0.0219SUB TOTAL XVIII 36,825,700.00 0.1703

XIX PEKERJAAN RAK KABELRak Kable Elektrikal 0.0000Rak kabel 300 x 100 x 2 m 235,100.00 50.00 11,755,000.00 0.0544 0.0272 0.0272elbow 300 x 100 x 2 unit 520,000.00 2.00 1,040,000.00 0.0048 0.0024 0.0024Tee 300 x 100 x 2 unit 583,000.00 1.00 583,000.00 0.0027 0.0014 0.0014SUB TOTAL XIX 13,378,000.00 0.0619

XX PEKERJAAN PENANGKAL PETIRPemasangan Penangkal petir Lot 6,295,000.00 1.00 6,295,000.00 0.0291 0.0291SUB TOTAL XX 6,295,000.00 0.0291

XXI TESTING COMMISIONING Lot 5,000,000.00 1.00 5,000,000.00 0.0231 0.0231SUB TOTAL XXI 5,000,000.00 0.0231TOTAL PEKERJAAN AREA CIKUPA 14,714,612,225.55 68.0374

SCHEDULLE PEKERJAAN

'PT. MARGA MANDALA SAKTI ( MMS )


PEMILIK PROYEK : PT. MARGA MANDALA SAKTIKONSULTAN :KONTRAKTOR : PT. JAYA KONSTRUKSI MP, Tbk ###

NO. KONTRAK : 183/PJ/M-1/11/ 2012NILAI KONTRAK : Rp. 23.790.019.000,- include PPN 10%

NO URAIAN SAT HARGA SATUAN KONTRAK Desember Januari Februari Maret April Mei JuniVOLUME JUMLAH HARGA BOBOT 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

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

AREA BALARAJA BARATI PEKERJAAN PERSIAPAN1 PEKERJAAN PERSIAPAN

1.1 Mobiliasasi dan demobiliasi ls 31,200,000.00 1.00 31,200,000.00 0.1443 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.0111 0.01111.2 Pelaporan dan Dokumentasi ls 18,000,000.00 1.00 18,000,000.00 0.0832 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.00351.3 Perambuan dan K3 & Perlengkapannya ls 54,000,000.00 1.00 54,000,000.00 0.2497 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.01041.4 Kantor, Gudang Sementara & sewa mess pekerja ls 70,500,000.00 1.00 70,500,000.00 0.3260 0.1087 0.1087 0.10871.5 Fasilitas proyek ls 10,000,000.00 1.00 10,000,000.00 0.0462 0.0154 0.0154 0.01541.6 Pengukuan dan re-desain ls 15,000,000.00 1.00 15,000,000.00 0.0694 0.0116 0.0116 0.0116 0.0116 0.0116 0.01161.7 Laboratorium ls 23,000,000.00 1.00 23,000,000.00 0.1063 0.0133 0.0133 0.0133 0.0133 0.0133 0.0133 0.0133 0.01331.8 Pembuatan Patform Deck ls 15,000,000.00 1.00 15,000,000.00 0.0694 0.0231 0.0231 0.02311.9 penyediaan alat bantu mobil crane ls 56,426,189.83 1.00 56,426,189.83 0.2609 0.0522 0.0522 0.0522 0.0522 0.0522

2 PEKERJAAN BONGKARAN2.1 Bongkar guardrail m' 43,600.00 60.00 2,616,000.00 0.0121 0.0020 0.0020 0.0020 0.0020 0.0020 0.00202.2 Bongkar pagar BRC m' 35,200.00 90.00 3,168,000.00 0.0146 0.0024 0.0024 0.0024 0.0024 0.0024 0.00242.3 Bongkar PJU unit 1,235,200.00 12.00 14,822,400.00 0.0685 0.0137 0.0137 0.0137 0.0137 0.01372.4 Bongkar kantor posko barat (5x10) unit 13,000,000.00 1.00 13,000,000.00 0.0601 0.0301 0.03012.5 Bongkat kantor pos jaga (3x5) unit 3,900,000.00 1.00 3,900,000.00 0.0180 0.0090 0.00902.6 Bongkar Gerbang Tol (13x25) unit 42,250,000.00 1.00 42,250,000.00 0.1954 0.0977 0.09772.7 Bongkar rambu lalu lintas unit 650,000.00 5.00 3,250,000.00 0.0150 0.0030 0.0030 0.0030 0.0030 0.0030

SUB TOTAL PEKERJAAN PERSIAPAN 376,132,589.83 1.7391II PEKERJAAN STRUKTUR1 PEKERJAAN PONDASI

1.1 Tiang pancang bor pile dia. 40cm, tul 8dia12mm, beton K-300 m1 755,905.00 216.00 163,275,480.00 0.7550 0.1888 0.1888 0.1888 0.18881.2 Pekerjaan pilecap - 0.0000

a Galian tanah m3 26,100.00 20.40 532,440.00 0.0025 0.0008 0.0008 0.0008b Pasir urug t = 10 cm m3 211,900.00 2.40 508,560.00 0.0024 0.0008 0.0008 0.0008c Lantai kerja t = 5 cm m3 741,700.00 1.20 890,040.00 0.0041 0.0041d Beton K250 m3 841,137.90 8.40 7,065,558.36 0.0327 0.0164 0.0164e Pembesian kg 10,600.00 1,806.00 19,143,600.00 0.0885 0.0443 0.0443f Bekisting m2 85,800.00 21.00 1,801,800.00 0.0083 0.0042 0.00422 PEKERJAAN TANAH & SUB.STRUKTUR

2.1 Pekerjaan pedestal 70x70cm 0.0000a Beton K250 m3 841,137.90 7.41 6,232,831.84 0.0288 0.0096 0.0096 0.0096b Pembesian kg 10,600.00 1,852.50 19,636,500.00 0.0908 0.0454 0.0454c Bekisting m2 85,800.00 55.20 4,736,160.00 0.0219 0.0110 0.01103 PEKERJAAN ISLAND

3.1 Bongkaran Beton lantai m3 315,800.00 36.00 11,368,800.00 0.0526 0.05263.2 Beton lantai K-125 m3 741,700.00 36.00 26,701,200.00 0.1235 0.12353.3 Pembongkaran kansteen m' 33,900.00 330.00 11,187,000.00 0.0517 0.0172 0.0172 0.01723.4 Pembongkaran blok bumper/bullnose m3 315,800.00 12.00 3,789,600.00 0.0175 0.0088 0.00883.5 Beton K-250 blok bumper/bullnose m3 841,137.90 14.87 12,503,514.88 0.0578 0.05783.6 Pembesian kg 10,600.00 3,353.23 35,544,185.00 0.1643 0.0822 0.08223.7 bekisting m2 85,800.00 245.90 21,098,220.00 0.0976 0.09763.8 Pasang Kansteen m' 110,000.00 847.59 93,234,350.00 0.4311 0.2156 0.2156

4 STRUKTUR BAJA 4.1 Main Frame Hot Rolled

a WF 350X175X7 kg 16,500.00 2,736.92 45,159,147.00 0.2088 0.04176 0.04176 0.04176 0.04176 0.04176b WF 400X200X8 kg 16,500.00 16,800.00 277,200,000.00 1.2817 0.2563 0.2563 0.2563 0.2563 0.2563c WF 400X400X13 kg 16,500.00 10,484.58 172,995,570.00 0.7999 0.1600 0.1600 0.1600 0.1600 0.1600

4.2 Siku kg 16,500.00 1,200.86 19,814,188.68 0.0916 0.0183 0.0183 0.0183 0.0183 0.01834.3 Purlin C125*50*20*2.3 kg 16,500.00 5,606.83 92,512,728.00 0.4278 0.0856 0.0856 0.0856 0.0856 0.08564.4 Strut tube C125*50*20*2.3 kg 16,500.00 1,175.19 19,390,595.40 0.0897 0.0179 0.0179 0.0179 0.0179 0.01794.5 Flange Brace kg 16,500.00 448.74 7,404,173.17 0.0342 0.0068 0.0068 0.0068 0.0068 0.00684.6 Pipe kg 16,500.00 444.23 7,329,722.40 0.0339 0.0068 0.0068 0.0068 0.0068 0.00684.7 Sagrod & Bridging kg 16,500.00 448.74 7,404,173.17 0.0342 0.0068 0.0068 0.0068 0.0068 0.00684.8 Bracing kg 16,500.00 2,256.05 37,224,792.00 0.1721 0.0344 0.0344 0.0344 0.0344 0.03444.9 Anchor Bolt kg 16,500.00 435.19 7,180,679.47 0.0332 0.0066 0.0066 0.0066 0.0066 0.0066

4.10 Bolt, turnbuckle kg 16,500.00 435.19 7,180,679.47 0.0332 0.0066 0.0066 0.0066 0.0066 0.00664.11 Connection Plate kg 16,300.00 3,223.65 52,545,488.40 0.2430 0.0486 0.0486 0.0486 0.0486 0.04864.12 Plate bordes kg 16,000.00 1,458.00 23,328,000.00 0.1079 0.0216 0.0216 0.0216 0.0216 0.02164.13 Expanded Mesh G 3045 m2 - 0.00004.14 Painting epoxy single layer 100 mc ex Jotun kg 1,900.00 46,283.78 87,939,174.88 0.4066 0.0813 0.0813 0.0813 0.0813 0.0813

5 PEKERJAAN LAIN - LAIN5.1 Rambu batas ketinggin 5m dia. 90cm buah 1,259,000.00 7.00 8,813,000.00 0.0407 0.0136 0.0136 0.01365.2 Rambu batas ketinggian platform deck (disesuaikan) buah 1,259,000.00 5.00 6,295,000.00 0.0291 0.0097 0.0097 0.00975.3 Rambu batas lebar kendaraan 2,9m dia. 90cm buah 1,259,000.00 7.00 8,813,000.00 0.0407 0.0136 0.0136 0.01365.4 Grouting tapak kolom tiang 239,300.00 6.00 1,435,800.00 0.0066 0.0022 0.0022 0.0022

SUB TOTAL PEKERJAAN STRUKTUR 1,329,215,752.12 6.1460III PEKERJAAN ARSITEKTUR1 PEKERJAAN ISLAND

1.1 Finishing tekstur beton warna natural m2 37,800.00 192.00 7,257,600.00 0.0336 0.0168 0.01681.2 Pekerjaan pengecatan kanstin m' 26,500.00 847.59 22,461,002.50 0.1039 0.10391.3 Tanaman dollar m' 12,600.00 480.00 6,048,000.00 0.0280 0.014 0.014

2 PEKERJAAN BOOTH (7 BOOTH)2.1 Toll Booth unit 72,149,750.00 7 505,048,250.00 2.3352 1.1676 1.1676

3 PEKERJAAN TIANG KANOPI TIPIKAL(6UNIT)3.1 Alumunium Composite Panel (ACP) 2 550,100.00 335.52 184,569,552.00 0.8534 0.4267 0.4267

4 KANOPI UTAMA4.1 600,000.00 134.48 80,686,080.00 0.3731 0.1244 0.1244 0.12444.2 Atap canopy Alumunium Composite Panel ( ACP ) 1 550,100.00 284.85 156,696,645.12 0.7245 0.2415 0.2415 0.24154.3 Atap canopy Alumunium Composite Panel ( ACP ) 2 550,100.00 768.22 422,599,582.32 1.9540 0.6513 0.6513 0.65134.5 Atap canopy corrugated 400,000.00 669.98 267,990,720.00 1.2391 0.4130 0.4130 0.41304.6 Pemasangan plafond canopy alumunium perforated 646,940.00 669.98 433,434,790.99 2.0041 0.6680 0.6680 0.66804.7 Talang utama m' 336,000.00 42.94 14,426,455.68 0.0667 0.0222 0.0222 0.02224.8 Waterproofing membrane m' 81,900.00 138.41 11,336,106.60 0.0524 0.0175 0.0175 0.0175

4.12 Pengadaan dan instalasi Lampu utama unit 839,800.00 24 20,155,200.00 0.0932 0.0311 0.0311 0.03114.13 Huruf FONT gerbang sisi 43,435,500.00 2 86,871,000.00 0.4017 0.2009 0.20094.15 Kabel stain m' 125,900.00 99.84 12,569,856.00 0.0581 0.0291 0.0291

SUB TOTAL PEKERJAAN ARSITEKTUR 2,232,150,841.21 10.3210IV PEKERJAAN MEKANIKAL ELEKTRIKAL DAN PLUMBING1 LIGHTING ( Pengadaan dan pemasangan lampu, saklar c/w peralatan bantu dan acesssories )

1.1 TL2X 18 COVER ACRIILIC unit 228,800.00 14.00 3,203,200.00 0.0148 0.0074 0.00741.2 Emergency battery for lampu TL 18 w unit 702,600.00 7.00 4,918,200.00 0.0227 0.0114 0.01141.3 TL 2 X 36 w COVER ACRILIC unit 738,800.00 35.00 25,858,000.00 0.1196 0.0598 0.05981.4 Lampu LED strip m 121,500.00 254.33 30,901,500.00 0.1429 0.0715 0.07151.5 Lampu Spot LED 7 W unit 4,133,300.00 8.00 33,066,400.00 0.1529 0.0765 0.0765

1.10 Double switch unit 33,300.00 9.00 299,700.00 0.0014 0.0007 0.00071.11 Switch installations titik 34,000.00 9.00 306,000.00 0.0014 0.0007 0.00071.12 Instalasi lampu gate unit 178,300.00 38.00 6,775,400.00 0.0313 0.0157 0.01571.13 Instalasi lampu booth unit 521,200.00 14.00 7,296,800.00 0.0337 0.0169 0.01691.14 LED installation c/w power conector titik 1,609,400.00 2.00 3,218,800.00 0.0149 0.0075 0.00751.15 Instalasi Lampu Atas (LLA) unit 697,700.00 5.00 3,488,500.00 0.0161 0.0081 0.00811.16 Instalasi LLB titik 324,500.00 7.00 2,271,500.00 0.0105 0.0053 0.00531.17 Instalasi Alarm unit 420,100.00 7.00 2,940,700.00 0.0136 0.0068 0.00681.18 Instalasi Lampu golongan titik 377,500.00 7.00 2,642,500.00 0.0122 0.0061 0.00611.19 Instalasi Counter mekanik titik 236,200.00 7.00 1,653,400.00 0.0076 0.0038 0.00381.20 Instalasi portal titik 513,600.00 7.00 3,595,200.00 0.0166 0.0083 0.00831.21 LED installation c/w power conector FOR LOGO titik 571,500.00 7.00 4,000,500.00 0.0185 0.0093 0.0093

2 STOP KONTAK STOP KONTAK2.1 Power outlet booth unit 44,500.00 21.00 934,500.00 0.0043 0.0022 0.00222.2 Power outlet tol gate unit 126,300.00 7.00 884,100.00 0.0041 0.0021 0.00212.3 Power outlet AC unit 98,100.00 7.00 686,700.00 0.0032 0.0016 0.00162.4 Instalasi power outlet booth unit 263,000.00 21.00 5,523,000.00 0.0255 0.0128 0.01282.5 Instalasi power outlet tol gate unit 263,000.00 7.00 1,841,000.00 0.0085 0.0043 0.00432.6 Instalasi AC unit 399,000.00 7.00 2,793,000.00 0.0129 0.0065 0.00652.7 Lampu Spot LED 80 W unit 10,519,900.00 14.00 147,278,600.00 0.6810 0.3405 0.3405

3 PANEL TEGANGAN RENDAH3.1 PP-UPS unit 21,283,000.00 1 21,283,000.00 0.0984 0.0492 0.04923.2 PP-TOL GATE unit 14,481,800.00 1 14,481,800.00 0.0670 0.0335 0.03353.3 PP-ACSESSORIES unit 14,481,800.00 1 14,481,800.00 0.0670 0.0335 0.0335

4 KABEL TEGANGAN RENDAH & GROUNDING4.3 Kabel dari Panel Utama Ke PP- Tol gate NYFGbY 4 x 6 m mm2 + BC 6 m 63,900.00 64.17 4,100,250.00 0.0190 0.0063 0.0063 0.00634.4 Kabel Dari PP UPS ke Booth 1-7 NYY 3 x 4 mm2 m 33,700.00 469.00 15,805,300.00 0.0731 0.0244 0.0244 0.02444.5 Kabel dari PP-Acccesories ke Booth 1-5 NYY 3 x 4 mm2 m 33,700.00 469.00 15,805,300.00 0.0731 0.0244 0.0244 0.02444.6 Grounding elektrikal BC 25 lengkap denga copper rod, bak control tahanan 2 ohm lot 1,644,700.00 1.00 1,644,700.00 0.0076 0.0025 0.0025 0.00254.7 Grounding elektornik BC 25 lengkap denga copper rod, bak control tahanan 1 ohm lot 1,369,100.00 1.00 1,369,100.00 0.0063 0.0021 0.0021 0.00214.8 Sparing pipa, PVC AW 4" m 105,900.00 20.00 2,118,000.00 0.0098 0.0033 0.0033 0.00334.9 Sparing pipa, PVC AW 3" m 68,100.00 20.00 1,362,000.00 0.0063 0.0021 0.0021 0.0021

4.10 Sparing Pipa, PVC AW 2" m 40,200.00 60.00 2,412,000.00 0.0112 0.0037 0.0037 0.00375 PENANGKAL PETIR ( Pengadaan & pemasangan pekerjaan penangkal petir c/w peralatan bantu & accessories )

5.1 Air teminal unit 18,302,300.00 2.00 36,604,600.00 0.1693 0.16935.2 Test link unit 440,700.00 2.00 881,400.00 0.0041 0.00415.3 Bak Kontrol lengkap dengan copper rod minimal 6 m tahanan 2 ohm unit 409,200.00 2.00 818,400.00 0.0038 0.00385.4 KABEL BC 70 mm2 unit 132,200.00 35.00 4,627,000.00 0.0214 0.0107 0.0107

6 DATA6.4 Kabel data FO untuk gate 1-7 m 66,900.00 469.00 31,376,100.00 0.1451 0.0726 0.0726

7 SOUND SYSTEM ( Pengadaan & pemasangan pekerjaan Sound System c/w peralatan bantu & accessories )7.1 Power amplifier 240 w unit 3,955,800.00 1.00 3,955,800.00 0.0183 0.0092 0.00927.2 Mixer amplifier unit 5,049,000.00 1.00 5,049,000.00 0.0233 0.0117 0.01177.3 DVD unit 2,576,100.00 1.00 2,576,100.00 0.0119 0.0060 0.00607.4 Mic unit 2,450,200.00 1.00 2,450,200.00 0.0113 0.0057 0.00577.5 ceilling speker 3 w unit 289,700.00 7.00 2,027,900.00 0.0094 0.0047 0.00477.6 ceilling speaker installation unit 144,800.00 7.00 1,013,600.00 0.0047 0.0024 0.00247.7 Attenuator unit 203,300.00 7.00 1,423,100.00 0.0066 0.0033 0.00337.8 Instalasi peralatan utama unit 1,356,100.00 1.00 1,356,100.00 0.0063 0.0032 0.00327.9 Rack sound system unit 6,987,200.00 1.00 6,987,200.00 0.0323 0.0162 0.0162

7.10 TBS-2 unit 566,600.00 1.00 566,600.00 0.0026 0.0013 0.00137.11 power amplifier booth m 409,200.00 7.00 2,864,400.00 0.0132 0.0066 0.00667.12 microphone booth unit 157,400.00 7.00 1,101,800.00 0.0051 0.0026 0.00267.13 Kabel Microphone dari gate 1-7 NYYHY 3 x 1.5 mm2 m 15,400.00 126.00 1,940,400.00 0.0090 0.0045 0.00457.14 Horn Speker unit 395,400.00 7.00 2,767,800.00 0.0128 0.0064 0.00647.15 Horn Speker installatoin unit 531,500.00 7.00 3,720,500.00 0.0172 0.0086 0.0086

8 TATA UDARA ( AIR CONDITIONING)8.1 AC Wall Mounted kap 7000 BTU/H lengkap pipa refrigrent & drain unit 4,028,800.00 7 28,201,600.00 0.1304 0.1304

9 PEMADAM KEBAKARAN9.1 fire extinguisher 3KG unit 963,200.00 6 5,779,200.00 0.0267 0.026710 PLUMBING

10.1 Gate Valve dia 1" un 278,800.00 1.00 278,800.00 0.0013 0.001310.2 Pipa diameter 1/2" (PVC Class AW) m 15,000.00 90.00 1,350,000.00 0.0062 0.0031 0.003110.3 Pipa diameter 3/4" (PVC Class AW) m 17,500.00 30.00 525,000.00 0.0024 0.0012 0.001210.4 kran taman m 113,400.00 7.00 793,800.00 0.0037 0.0019 0.001910.5 faucet m 245,600.00 7.00 1,719,200.00 0.0079 0.0040 0.004010.6 Pipa diameter 1" (PVC Class AW) m 44,600.00 20.00 892,000.00 0.0041 0.0021 0.002110.7 fitting lot 188,900.00 1.00 188,900.00 0.0009 0.0005 0.000510.9 Pipa diameter 4" m 105,900.00 66.00 6,989,400.00 0.0323 0.0162 0.0162

10.10 Clean Eye m 163,700.00 2.00 327,400.00 0.0015 0.001510.11 roof drain un 195,200.00 6.00 1,171,200.00 0.0054 0.005410.12 fitting ls 629,500.00 1.00 629,500.00 0.0029 0.0029

11 INTERCOM11.1 outlet intercom un 526,600.00 7.00 3,686,200.00 0.0170 0.0085 0.008511.2 Instalasi outlet intercom un 120,900.00 7.00 846,300.00 0.0039 0.0020 0.002011.3 kabel intercom main inetrcom ke gate 1-7 m 15,400.00 500.00 7,700,000.00 0.0356 0.0178 0.017811.4 Instalasi main intercom lot 3,585,100.00 1.00 3,585,100.00 0.0166 0.0083 0.0083

12 CCTV camera system (Pengadaan & pemasangan pekerjaan CCTV c/w peralatan bantu & accessories)12.1 Colour fixed dome camera unit 5,665,500.00 7.00 39,658,500.00 0.1834 0.0917 0.091712.2 Colour fixed pant & tilt camera unit 9,127,800.00 8.00 73,022,400.00 0.3376 0.1688 0.168812.3 Instalsi camera unit 839,800.00 15.00 12,597,000.00 0.0582 0.0291 0.0291

13 TESTING COMMISSIONING ls 5,590,000.00 1 5,590,000.00 0.0258 0.0258

SUB TOTAL PEKERJAAN ME dan P 700,879,950.00 3.2405V PEKERJAAN PAVEMENT1 PEKERJAAN BONGKARAN

1.1 Bongkaran beton m3 315,800.00 19.50 6,158,100.00 0.0285 0.0143 0.01431.2 Bongkar Perkerasan Aspal m3 480,000.00 30.00 14,400,000.00 0.0666 0.0333 0.0333

2 PEKERJAAN TANAH2.1 Galian Tanah m3 26,100.00 1,449.00 37,818,900.00 0.1749 0.0583 0.0583 0.05832.2 Timbunan Tanah merah dipadatkan m3 85,000.00 525.00 44,625,000.00 0.2063 0.1032 0.1032

3 PEKERJAAN BERBUTIR3.1 Agregat Klas B m3 246,400.00 630.00 155,232,000.00 0.7178 0.3589 0.3589 3.2 Agregat Klas C m3 265,000.00 - - 0.0000

4 PEKERJAAN BETON4.3 PCC FS-45 tebal 29 cm umur 14 hari m2 515,733.81 2,100.00 1,083,041,001.00 5.0078 1.25195 1.25195 1.25195 1.251954.4 PCC FS-45 tebal 29 cm umur 28 hari m2 - - 0.00004.5 Dowel dia.32 panjang 70 cm jarak 30 cm bh 47,900.00 1,800.00 86,220,000.00 0.3987 0.0997 0.0997 0.0997 0.09974.6 Tiebar dia.16 panjang 80 cm jarak 75 cm bh 12,100.00 640.00 7,744,000.00 0.0358 0.0090 0.0090 0.0090 0.00904.7 Wiremesh M6 dua lapis m2 43,900.00 5,040.00 221,256,000.00 1.0230 0.2558 0.2558 0.2558 0.2558

5 PEKERJAAN ASPAL5.1 Tack Coat (TC) kg 12,526.88 525.00 6,576,612.00 0.0304 0.03045.3 Asphalt Concrete Wearing Course (AC WC) ton 847,320.00 241.50 204,627,780.00 0.9462 0.9462

6 PEKERJAAN LAIN - LAIN6.1 Marka Jalan m2 113,400.00 216.00 24,494,400.00 0.1133 0.0567 0.05676.2 Sealent m' 20,200.00 520.00 10,504,000.00 0.0486 0.0243 0.02436.3 Pagar BRC t. 210 + tiang GIP 2,5" medium m' 389,200.00 100.00 38,920,000.00 0.1800 0.0900 0.09006.4 Pagar BRC t.150 + tiang GIP 2,5" medium m 292,000.00 90.00 26,280,000.00 0.1215 0.0608 0.06086.5 Saluran U ditch, L=60cm m' 440,700.00 300.00 132,210,000.00 0.6113 0.3057 0.30576.6 Pasangan Batu kali m3 682,300.00 187.50 127,931,250.00 0.5915 0.2958 0.29586.7 Pembuatan pintu dorong gerbang kantor unit 18,885,000.00 1.00 18,885,000.00 0.0873 0.0437 0.04376.8 Beton K-250 m3 841,137.90 4.20 3,532,779.18 0.0163 0.01636.9 Besi beton kg 10,600.00 735.00 7,791,000.00 0.0360 0.0180 0.0180

6.10 Bekisting m2 88,200.00 12.00 1,058,400.00 0.0049 0.00496.11 Sparing Pipa PVC AW 4" m' 107,100.00 140.00 14,994,000.00 0.0693 0.0693

SUB TOTAL PEKERJAAN PAVEMENT 2,274,300,222.18 10.5160

TOTAL PEKERJAAN AREA BALARAJA BARAT 6,912,679,355.35 31.9626

Progress rencana 21,627,291,580.90 100.000 0.0753 0.1306 0.1306 0.1350 0.2311 0.2653 0.5008 0.5760 0.6420 1.3278 1.3205 4.4514 5.1682 8.6120 9.5371 8.6652 8.4626 8.3780 9.3322 6.3888 9.0243 6.7042 4.1912 3.6547 1.9871 0.0723 0.0358

Komulatif 21,627,290,000.00 0 0.0753 0.2058 0.3364 0.4714 0.7025 0.9679 1.4687 2.0447 2.6867 4.0145 5.3349 9.7863 14.9545 23.5665 33.1035 41.7688 50.2314 58.6095 67.9416 74.3304 83.3547 90.0589 94.2501 97.9049 99.8920 99.9643 100.0000

Progress realisasi 2,162,729,000.00 0.6837 0.0636 0.0072 0.0121 0.04585 0.1057 0.527317 0.39051 1.0984

Komulatif 23,790,019,000.00 0 0.6837 0.7473 0.7545 0.7666 0.8124 0.9181 1.4454 2.1371 3.23551

Deviasi 0.6084 0.5414 0.4181 0.2952 0.1099 -0.0497 -0.0232 0.0924

Disetujui olehProgress Rencana Diperiksa oleh Diajukan olehProgress Realisasi PT. Marga Mandalasakti PT. Marga Mandalasakti Konsultan Pengawas Kontraktor Pelaksana

PT. Gubah Reka Trimatra PT. Jaya Konstruksi MP, Tbk

Ir. Azis Aribowo Ir. Abdul RahmanDireksi Pekerjaan Direksi Teknis Hendra F. Siregar, S.T., M.T Ir. R. Ary Ardaka

Team Leader General Superintendent

m2

Atap canopy Utama ( Catwalk ) m2

m2

m2

m2

m2

C454

Vaio: item tambahan

sch before mc0

Documents