hitungan thenolith dan ska pol ding lantai

PT WIJAYA KARYA Departemen Wilayah dan Luar Negeri Wilayah I - Sumut dan NAD

RAB TENDERPembangunan Jalan Akses Bandara Kuala Namu Tahap II (Fly Over) Lanjutan

NO A BIAYA LANGSUNG (BL) 1 Material 2 Upah 3 Alat 4 Sub Kontraktor

URAIAN

JUMLAH HARGA 33,388,432,862 22,754,297,843 2,874,571,341 2,450,198,990 5,309,364,688 2,612,515,372.00 722,898,222.00 99,020,000.00 37,249,000.00 92,450,000.00 81,405,000.00 229,493,150.00 1,350,000,000.00 36,000,948,234.00 423,540,567.46 423,540,567.46 1,270,621,702.38 4,235,405,674.59 42,354,056,745.88 42,354,056,745.88 4,235,405,674.59 46,589,462,420.47 46,589,000,000.00 58,477,500,000.00 1.27

BOBOT 78.83% 53.72% 6.79% 5.79% 12.54% 6.17% 1.71% 0.23% 0.09% 0.22% 0.19% 0.54% 3.19% 85.00% 1.00% 1.00% 3.00% 10.00% 0.00% 100.00% 100.00% 10.00% 79.67%

B

BIAYA TAK LANGSUNG (BTL) 1 Biaya Personalia 2 Biaya Umum 3 Biaya Sekretariat 4 Biaya Fasilitas 5 Biaya Kendaraan 6 Biaya Keuangan 7 Biaya Usaha Wilayah JUMLAH BIAYA KONSTRUKSI (BL + BTL) Resiko Pemeliharaan PPh Final 3 % MARGIN ESKALASI JUMLAH TOTAL BIAYA KONSTRUKSI OMSET KONTRAK BERSIH (SEBELUM PPN 10%) PPN 10 % OMSET KONTRAK (TERMASUK PPN 10%) DIBULATKAN PAGU ANGGARAN / HPS

C D E F G H I J K L M N

Catatan 1 2 3 Jakarta, 10 Januari 2012 Dibuat oleh

Diperiksa oleh

Ir. Edi Agustiadi Manajer Divisi Wilayah

Ir. Ayi Rohmad Affandi Manajer QS Mengetahui,

Ir. Bambang Saptadi Sukarno Manajer Wilayah

Ir. Hari Respati GM DWLN

Rekapitulasi Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Proyek / Bagpro No. Paket Kontrak Nama Paket Prop / Kab / Kodya : BAGIAN PELAKSANAAN JALAN NASIONAL METROPOLITAN MEDAN TIMUR Cs (PPK 17) : : PEMBANGUNAN JALAN AKSES BANDARA KUALA NAMU TAHAP II (FLY OVER) LANJUTAN : DELI SERDANG - SUMATERA UTARA

No. Mata Pembayaran a DIVISI 1. UMUM 1.2 1.8 1.18.(3) 1.18.(5) 1.21 Mobilisasi Manajemen dan Keselamatan Lalu Lintas Relokasi Utilitas dab Pelayanan PLN Yang Ada Relokasi Utilitas dan Pelayanan Lain yang Ada Manajemen Mutu

Uraian

Satuan

Perkiraan Kuantitas d

Harga Satuan (Rupiah) e

Jumlah Harga-Harga (Rupiah) f = (d x e)

b

c

LS LS LS LS LS

1.00 1.00 1.00 1.00 1.00

689,500,000.00 77,800,000.00 27,000,000.00 3,500,000.00 27,000,000.00

689,500,000.00 77,800,000.00 27,000,000.00 3,500,000.00 27,000,000.00

Jumlah Harga Pekerjaan DIVISI 1 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)

824,800,000.00

2.1 2.2 2.3.2 2.3.3 2.3.4a 2.4.1

DIVISI 2. DRAINASE Galian untuk Selokan Drainase dan Saluran Air Pasangan Batu dengan Mortar Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 55 - 65 cm Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 75 - 85 cm Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 110 -130 cm Bahan Porus atau Bahan Penyaring (Filter)

M3 M3 M1 M1 M1 M3

712.70 408.32 30.00 20.00 17.00 17.30

35,925.00 526,000.00 3,519,795.58 3,935,746.23 5,036,353.73 270,500.00

25,603,747.50 214,776,320.00 105,593,867.50 78,714,924.67 85,618,013.47 4,679,650.00


514,986,523.13

3.1.1 3.1.3 3.2.1 3.2.2 3.2.3 3.3 3.4.1 3.4.2 3.4.3 3.4.4

DIVISI 3. PEKERJAAN TANAH Galian Biasa Galian Struktur dengan Kedalaman 0 - 2 meter Timbunan Biasa Timbunan Pilihan Timbunan Pilihan berbutir Penyiapan Badan Jalan Pembersihan dan Pengupasan Lahan Pemotongan Pohon Pilihan diameter 15-30 cm Pemotongan Pohon Pilihan diameter 30-50 cm Pemotongan Pohon Pilihan diameter 50-75 cm

M3 M3 M3 M3 M3 M2 M2 Pohon Pohon Pohon

681.62 594.60 1,658.19 11,328.84 497.25 1,441.69 43.00 57.00

35,925.00 42,312.50 76,944.44 127,000.00 158,000.00 4,000.00 100,000.00 125,000.00

24,487,198.50 25,159,012.50 127,588,508.33 1,438,762,680.00 78,565,500.00 5,766,760.00 4,300,000.00 7,125,000.00


1,711,754,659.33

4.2.4 4.2.5

DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN Lapis Pondasi Semen Tanah Agregat Penutup BURTU

M3 M3


-

5.1.1 5.1.2 5.1.3 5.3.1 5.3.3

DIVISI 5. PERKERASAN BERBUTIR Lapis Pondasi Agregat Kelas A Lapis Pondasi Agregat Kelas B Lapis Pondasi Agregat Kelas S Perkerasan Beton Semen Lapis Pondasi Bawah Beton Kurus

M3 M3 M3 M3 M3

941.85 1,571.36 43.00 161.00 64.40

321,600.00 286,800.00 252,000.00 988,550.00 708,200.00

302,898,960.00 450,666,048.00 10,836,000.00 159,156,550.00 45,608,080.00


969,165,638.00

6.1 (1)(a) 6.1 (2)(a) 6.3 (5a) 6.3 (6a)

DIVISI 6. PERKERASAN ASPAL Lapis Resap Pengikat - Aspal cair Lapis Perekat - Aspal cair Laston Lapis Aus (AC-WC) (gradasi halus) Laston Lapis Antara (AC-BC) (gradasi kasar)

Liter Liter Ton Ton

4,174.65 3,332.70 1,728.04 511.01

10,000.00 10,000.00 390,000.00 410,000.00

41,746,500.00 33,327,000.00 673,935,600.00 209,514,100.00

No. Mata Pembayaran 6.3.8 6.3.9 6.3.10b Aspal Aditif anti pengelupasan Bahan Pengisi (Filler) Tambahan (Semen)

Uraian

Satuan

Perkiraan Kuantitas 137.99 551.98 33,585.75

Harga Satuan (Rupiah) 7,240,000.00 39,000.00 1,200.00

Jumlah Harga-Harga (Rupiah) f999,047,600.00 = (d x e) 21,527,220.00 40,302,900.00

Ton kg kg


2,019,400,920.00

DIVISI 7. STRUKTUR 7.1 (5) 7.1 (7) 7.1 (10) 7.2 (1) 7.2 (1)(a) 7.2 (1)(e) 7.2 (1)(g) 7.2 (4) 7.2 (6) 7.3 (1) 7.3 (3) 7.3 (4) 7.6 (14) 7.6 (15) 7.6 (16)(a) 7.6 (16)(b) 7.6 (17) SK.7.8 (1) 7.9 7.10 (1) 7.10 (2) 7.10 (3) 7.11 (1) 7.12 (2) 7.12 (5) 7.12 (6) 7.12 (7) SK 7.16 (1) SK 7.16 (2) SK 7.16 (3) Beton mutu sedang dengan fc'=30 Mpa (K-350) Beton mutu sedang dengan fc'=20 Mpa (K-250) Beton mutu rendah dengan fc'=10 Mpa (K-125) Unit Pracetak Gelagar Tipe I Unit Pracetak Gelagar Tipe I bentang 16 m Unit Pracetak Gelagar Tipe I bentang 29 m Unit Pracetak Gelagar Tipe I bentang 31 m Baja Prategang Beton Diafragma K350 (fc' 30 Mpa) termasuk pekerjaan penegangan setelah pengecoran (post-tension) Baja Tulangan U24 Polos Baja Tulangan U32 Ulir Baja Tulangan U39 Ulir Tiang Uji Beton Prategang Pracetak ukuran/diameter 600 mm Pengujian Pembebanan Statis Pada Tiang ukuran/ diameter Pengujian Pembebanan Dinamis jenis PDA ( Pile Driving Analisys ) Pengujian Pembebanan Dinamis jenis PDLT ( Pile Dynamic Load Test ) Pengujian Keutuhan Tiang dengan Pile Integrated Test Grouting Non Shrinkage Pasangan Batu Pasangan Batu Kosong yang Diisi Adukan Pasangan Batu Kosong Beronjong Expansion Joint Tipe Asphaltic Plug Perletakan Elastomer jenis 1 (300 x 350 x 36) Perletakan Strip Angker Type Move Angker Type Fix Pipa Drain 15 cm termasuk fitting dan support Pipa Drain 20 cm termasuk fitting dan support Deck Drain lengkap dengan asesoris tipe 1 M3 M3 M3 Buah Buah Buah kg M3 Kg Kg Kg M1 Buah Buah Buah M3 M3 M3 M3 M3 M3 Buah M1 Buah Buah M1 M1 Buah 4,370.65 1,321.80 126.42 2,290,566.02 1,706,317.86 1,280,900.00 10,011,262,369.36 2,255,410,943.57 161,931,378.00

8.00

263,995,000.00

2,111,960,000.00

5,300.67 1,037,249.10 50.00 2.00

9,780.00 9,780.00 945,000.00 6,000,000.00

51,840,552.60 10,144,296,198.00 47,250,000.00 12,000,000.00

0.48 638.98 27.00 310.00 16.00 587.00 28.00 42.00 267.00 1,113.00 309.00

8,040,000.00 526,000.00 435,000.00 1,500,000.00 756,000.00 120,000.00 3,000,000.00 1,500,000.00 60,000.00 70,000.00 70,000.00

3,859,200.00 336,103,480.00 11,745,000.00 465,000,000.00 12,096,000.00 70,440,000.00 84,000,000.00 63,000,000.00 16,020,000.00 77,910,000.00 21,630,000.00


25,957,755,121.53

8.1 (1) 8.1 (2) 8.3 (1) 8.3 (2) 8.3 (3) 8.4 (1) 8.4 (2) 8.4 (3)(a) 8.4 (3)(b) 8.4 (4)(a) 8.4 (4)(b) SK 8.4 (4)(e) SK 8.4 (4)(f) 8.4 (5) 8.4 (6)(a) 8.4 (6)(b) 8.4 (7) 8.4 (8) 8.4 (9) 8.4 (10)(b) 8.4 (10)(f) 8.4 (11) 8.4 (12) 8.5 (1) 8.5 (2) 8.5 (3)

DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR Lapis Pondasi Agregat Kelas A utk Pekerjaan Minor Lapis Pondasi Agregat Kelas B utk Pekerjaan minor Stabilisasi dengan tanaman (Penanaman Rumput) Semak / Perdu Pohon Marka Jalan Termoplastik Marka Jalan Bukan Termoplastik Rambu Jalan Tunggal dengan Permukaan Pemantul High Intensity Grade Rambu Jalan Ganda dengan Permukaan Pemantul High Intensity Grade Rambu Jalan Tunggal dengan Pemantul High Intensity Grade Rambu Jalan Ganda dengan Pemantul High Intensity Grade Rambu Petunjuk (RPPJ) Tipe C1 Rambu Petunjuk (RPPJ) Tipe C2 Patok Pengarah Patok Kilometer Patok Hektometer Rel Pengaman Paku jalan Mata kucing Kerb Pracetak jenis 2 (Penghalang/Barrier) Kerb Pracetak jenis 6 (Kerb dengan Bukaan) Kerb yang digunakan kembali Perkerasan Blok Beton pada Trotoar dan Median Pengembalian Kondisi Lantai Jembatan Beton Pengembalian Kondisi Lantai Jembatan kayu Pengembalian Kondisi Pelapisan Permukaan Baja Struktur

M3 M3 M2 M2 Buah M2 M2 Buah Buah Buah Buah Buah Buah Buah Buah Buah M1 Buah Buah M1 Buah M1 M2 M2 M2 M2 6,284.00 278.00 62.00 429.00 2.00 1.00 20,000.00 25,000.00 50,000.00 110,000.00 1,900,000.00 3,370,000.00 125,680,000.00 6,950,000.00 3,100,000.00 47,190,000.00 3,800,000.00 3,370,000.00

344.00

550,000.00

189,200,000.00

No. Mata Pembayaran 8.6 (1) 8.7 (1) 8.7 (2) 8.7 (3) 8.7 (4) 8.7 (5) 8.7 (6) 8.8 (1) 8.8 (2) SK 8.8 (3)

Uraian

Satuan

Perkiraan Kuantitas

Harga Satuan (Rupiah)

Jumlah Harga-Harga (Rupiah) f = (d x e)

Kerb Pracetak Pemisah Jalan (Concrete Barrier) Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium 250 Watt Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Sodium 250 Watt Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 250 Watt Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Merkuri 250 Watt Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 Watt Unit Lampu Penerangan Jalan Lengan Ganda, Tipe Merkuri 400 Watt Pagar Pemisah Pedestrian Carbon Steel Pagar Pemisah Pedestrian Galvanized Pagar Pengaman

M1 Buah Buah Buah Buah Buah Buah M1 M1 M1 26.00 10,000,000.00

260,000,000.00

62.00

800,000.00

49,600,000.00


688,890,000.00

DIVISI 9. PEKERJAAN HARIAN 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 9.11 9.12 9.13 9.14 9.15 9.16 9.17 9.18 9.19 9.20 Mandor Pekerja Biasa Tukang Kayu, Tukang Batu, dsb Dump Truck, kapasitas 3 - 4 M3 Truk Bak Datar 3 - 4 M3 Truk Tangki 3000 - 4500 Liter Bulldozer 100 - 150 HP Motor Grrader min 100 Pk Loader Roda Karet 1,0 - 1,6 M3 Loader Roda Berantai 75 - 100 PK Alat Penggali (Excavator) 80 - 140 HP Crane 10 - 15 Ton Penggilas Roda Besi 6 - 9 Ton Penggilas Bervibrasi 5 - 8 Ton Pemadat Bervibrasi 1,5 - 3,0 Ton Penggilas Roda Karet 8 - 10 Ton Kompresor 4000 - 6500 Ltr/mnt Beton Pengaduk (Molen) 0,3 - 0,6 M3 Pompa Air 70 - 100 mm Jack Hammer Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam 48.00 32.00 16.00 16,875.00 187,500.00 295,000.00 810,000.00 6,000,000.00 4,720,000.00 38.40 384.00 76.80 40.00 40.00 16.00 18,750.00 8,750.00 12,500.00 171,875.00 171,875.00 171,875.00 720,000.00 3,360,000.00 960,000.00 6,875,000.00 6,875,000.00 2,750,000.00

16.0048.00

310,000.00 300,000.00

4,960,000.00 14,400,000.00


52,430,000.00

DIVISI 10. PEKERJAAN PEMELIHARAAN RUTIN 10.1 (1) 10.1 (2) 10.1 (4) Pemeliharaan Rutin Perkerasan Pemeliharaan Rutin Bahu Jalan Pemeliharaan Rutin Perlengkapan Jalan LS LS LS 1.00 1.00 400,000,000.00 250,000,000.00 400,000,000.00 250,000,000.00 -


650,000,000.00

PT WIJAYA KARYA (Persero) Tbk

Proyek Pembangunan Jalan Akses Bandara Kuala Namu Tahap II (Fly Over) Lanjutan

Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap Kode Sbdy DIVISI 1 - UMUM Mobilisasi Sewa Tanah Base Camp Kantor Barak Bengkel Gudang, dll Ruang Lab Soil & Agregate Testing Bituminous Testing Concrete Testing Papan Nama Proyek Asphalt Finisher Asphalt Sprayer Bulldozer 100-150 HP Compresor 4000-6500 L/M Concrete Mixer 0,3-0,6 m3 Crane 10-15 ton Dump Truck 3,5 ton Dump Truck 10 ton Flat Bad Truck 3-4 m3 Generator Set 135 KVA Motor Grader > 100HP Wheel Loader 1,0-1,6 M3 Tandem Roller 6-8 T Tire Roller 8-10 T Voibratory Roller 5-8 T Concret Vibrator Water Pump 70-100 mm Water Tank Truck Pedestrian Roller Stamper Jack Hammer Crane 10-15 ton Concrete Pump Crane On Track 35 ton Split Form Paver Truck Mixer Crane On Track 75-100 Ton Stressing Jack 400 ton Excavator 80-140 HP Demobilisasi Manajemen dan Keselamatan Lalu Lintas Kordinator (kmkl) Pekerja Lalu Lintas Rambu dari papan triplek (Maaf ada pekerjaan .) Rambu dari papan / triplek pengarah/penghalang Rambu-rambu portable Rambu-rambu tetap Lampu Suar Berkedip Bendera Merah Temporary Fence Helm Rompi Sepatu Kerja Staf Sepatu Kerja Pekerja Relokasi Utilitas dab Pelayanan PLN Yang Ada Relokasi Utilitas dab Pelayanan PLN Yang Ada Uraian Sat Indeks Volume Harga Per Item Harga Dasar Total Harga Keterangan

1.2 E00037 E00038 E00039 E00040 E00041 E00042 E00043 E00044 E00045 E00046 E00047 E00048 E00049 E00050 E00051 E00052 E00077 E00053 E00054 E00055 E00056 E00057 E00058 E00059 E00060 E00061 E00062 E00063 E00064 E00065 E00066 E00067 E00077 E00078 E00079 E00080 E00081 E00082 E00083 D0025 E00068 1.8 C0038 C0039 E00069 E00070 E00071 E00072 E00075 E00073 E00074 A0062 A0063 A0064 A0065 1.18.(3) E00022

LS m2 m2 m2 m2 m2 m2 m2 ls ls ls ls unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit ls LS ob ob buah buah buah buah buah buah buah buah buah buah buah LS ls

1500 400 100 100 100 100 108 1 1 1 1 1 1 1 2 2 2 5 5 2 2 1 2 2 3 2 20 4 3 2 2 2 2 2 2 1 7 2 2 2 1

1.00 1,500.00 400.00 100.00 100.00 100.00 100.00 108.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 5.00 5.00 2.00 2.00 1.00 2.00 2.00 3.00 2.00 20.00 4.00 3.00 2.00 2.00 2.00 2.00 2.00 2.00 1.00 7.00 2.00 2.00 2.00 1.00 1.00 9.00 18.00 4.00 4.00 6.00 4.00 2.00 4.00 30.00 70.00 70.00 20.00 50.00 1.00 1.00

689,500,000.00 75,000,000.00 160,000,000.00 40,000,000.00 40,000,000.00 40,000,000.00 40,000,000.00 54,000,000.00 20,000,000.00 20,000,000.00 30,000,000.00 500,000.00 1,000,000.00 1,000,000.00 1,000,000.00 2,000,000.00 2,000,000.00 2,000,000.00 5,000,000.00 5,000,000.00 2,000,000.00 2,000,000.00 1,000,000.00 2,000,000.00 2,000,000.00 2,000,000.00 3,000,000.00 2,000,000.00 20,000,000.00 4,000,000.00 3,000,000.00 1,000,000.00 2,000,000.00 2,000,000.00 2,000,000.00 2,000,000.00 2,000,000.00 1,000,000.00 7,000,000.00 2,000,000.00 2,000,000.00

50,000 400,000 400,000 400,000 400,000 400,000 500,000 20,000,000 20,000,000 30,000,000 500,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 500,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 85,000,000

689,500,000 75,000,000 160,000,000 40,000,000 40,000,000 40,000,000 40,000,000 54,000,000 20,000,000 20,000,000 30,000,000 500,000 1,000,000 1,000,000 1,000,000 2,000,000 2,000,000 2,000,000 5,000,000 5,000,000 2,000,000 2,000,000 1,000,000 2,000,000 2,000,000 3,000,000 2,000,000 20,000,000 4,000,000 3,000,000 2,000,000 1,000,000 2,000,000 2,000,000 2,000,000 2,000,000 1,000,000 7,000,000 2,000,000 2,000,000 2,000,000 85,000,000 77,800,000 18,000,000 18,000,000 2,000,000 2,000,000 3,000,000 2,000,000 800,000 2,000,000 15,000,000 3,500,000 3,500,000 6,000,000 2,000,000 27,000,000 27,000,000

9 18 4 4 6 4 2 4 30 70 70 20 50

77,800,000.00 18,000,000.00 18,000,000.00 2,000,000.00 2,000,000.00 3,000,000.00 2,000,000.00 800,000.00 2,000,000.00 15,000,000.00 3,500,000.00 3,500,000.00 6,000,000.00 2,000,000.00 27,000,000.00 27,000,000.00

2,000,000 1,000,000 500,000 500,000 500,000 500,000 400,000 500,000 500,000 50,000 50,000 300,000 40,000

1

27,000,000

halaman -1 dari 9



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap Kode Sbdy Uraian 1.18.(5) Relokasi Utilitas dan Pelayanan Lain yang Ada E00023 Relokasi Utilitas dan Pelayanan Lain yang Ada 1.21 C0040 Manajemen Mutu Manager Kendali Mutu DIVISI 2 - DRAINASE Galian untuk Selokan Drainase dan Saluran Air Excavator 80 - 140 HP Dump Truck, kapasitas 3 - 4 M3 Upah Tukang Upah Mandor Alat Bantu Pasangan Batu dengan Mortar Batu Kali Pasir Semen Upah Pasangan Batu Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 55 - 65 cm Gorong-Gorong Pipa Beton Dia. 55 - 65 cm Beton K175 Beton K100 Batu Kali Pasir Tanah Timbun Biasa Upah Cor Upah Pas. Batu Kosong Upah Bantu Upah Pasang Gorong - Gorong Crane 10 - 15 Ton Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 75 - 85 cm Gorong-Gorong Pipa Beton Dia. 75 - 85 cm Beton K175 Beton K100 Batu Kali Pasir Tanah Timbun Biasa Upah Cor Upah Pas. Batu Kosong Upah Bantu Upah Pasang Gorong - Gorong Crane 10 - 15 Ton Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 110 -130 cm Gorong-Gorong Pipa Beton Dia. 110 - 130 cm Beton K175 Beton K100 Batu Kali Pasir Tanah Timbun Biasa Upah Cor Upah Pas. Batu Kosong Upah Bantu Upah Pasang Gorong - Gorong Crane 10 - 15 Ton Bahan Porus atau Bahan Penyaring (Filter) Sirtu Upah Bantu Stamper Sat LS ls LS ob Indeks 1 Volume 1.00 1.00 1.00 9.00 Harga Per Item 3,500,000.00 3,500,000.00 27,000,000.00 27,000,000.00 Harga Dasar 3,500,000 Total Harga 3,500,000 3,500,000 27,000,000 27,000,000 Keterangan

9

3,000,000

2.1 D0008 D0001 C0034 C0032 D0027 2.2 A0001 A0002 A0003 C0002 2.3.2 A0004 A0056 A0058 A0001 A0002 A0007 C0010 C0037 C0011 C0003 D0009 2.3.3 A0005 A0056 A0058 A0001 A0002 A0007 C0010 C0037 C0011 C0003 D0009 2.3.4a A0006 A0056 A0058 A0001 A0002 A0007 C0010 C0037 C0011 C0003 D0009 2.4.1 A0055 C0011 D0024

M3 Jam Jam jam jam ls M3 m3 m3 zak m3 M1 m' m3 m3 m3 m3 m3 m3 m3 m2 m' Jam M1 m' m3 m3 m3 m3 m3 m3 m3 m2 m' Jam M1 m' m3 m3 m3 m3 m3 m3 m3 m2 m' Jam M3 m3 m2 jam

0.040 0.080 0.500 0.167 1.000

712.70 28.51 57.02 356.35 118.78 712.70 408.32 489.98 244.99 1,020.80 408.32 30.00 30.00 15.95 2.13 11.88 9.50 25.52 17.21 9.90 50.00 30.00 19.20 20.00 20.00 16.73 1.74 7.97 6.37 20.92 17.60 6.64 33.33 20.00 12.80 17.00 17.00 28.15 1.93 8.81 7.05 23.13 28.64 7.34 28.33 17.00 10.88 17.30 20.76 86.50 34.60

35,925.00 11,800.00 13,750.00 6,250.00 3,125.00 1,000.00 526,000.00 204,000.00 72,000.00 115,000.00 135,000.00 3,519,795.58 2,400,000.00 318,937.50 38,981.25 67,320.00 38,016.00 34,020.00 28,687.50 33,000.00 833.33 80,000.00 480,000.00 3,935,746.23 2,600,000.00 501,984.00 47,932.50 67,728.00 38,246.40 41,832.00 43,990.00 33,200.00 833.33 80,000.00 480,000.00 5,036,353.73 3,100,000.00 993,384.00 62,370.00 88,128.00 49,766.40 54,432.00 84,240.00 43,200.00 833.33 80,000.00 480,000.00 270,500.00 108,000.00 2,500.00 160,000.00

295,000 171,875 12,500 18,750 1,000

25,603,748 8,409,860 9,799,625 4,454,375 2,227,188 712,700 214,776,320 83,297,280 29,399,040 46,956,800 55,123,200 105,593,868 72,000,000 9,568,125 1,169,438 2,019,600 1,140,480 1,020,600 860,625 990,000 25,000 2,400,000 14,400,000 78,714,925 52,000,000 10,039,680 958,650 1,354,560 764,928 836,640 879,800 664,000 16,667 1,600,000 9,600,000 85,618,013 52,700,000 16,887,528 1,060,290 1,498,176 846,029 925,344 1,432,080 734,400 14,167 1,360,000 8,160,000 4,679,650 1,868,400 43,250 2,768,000 halaman -2 dari 9

1.2 0.6 2.5 1

170,000 120,000 46,000 135,000

1 0.532 0.071 0.396 0.317 0.851 0.574 0.330 1.667 1.000 0.64

2,400,000 600,000 550,000 170,000 120,000 40,000 50,000 100,000 500 80,000 750,000

1 0.837 0.087 0.398 0.319 1.046 0.880 0.332 1.667 1.000 0.64

2,600,000 600,000 550,000 170,000 120,000 40,000 50,000 100,000 500 80,000 750,000

1 1.656 0.113 0.518 0.415 1.361 1.685 0.432 1.667 1.000 0.64

3,100,000 600,000 550,000 170,000 120,000 40,000 50,000 100,000 500 80,000 750,000

1.2 5 2

90,000 500 80,000



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap Kode Sbdy DIVISI 3 - PEKERJAAN TANAH Galian Biasa Excavator 80 - 140 HP Dump Truck, kapasitas 3 - 4 M3 Upah Tukang Upah Mandor Alat Bantu Galian Struktur dengan Kedalaman 0 - 2 meter Excavator 80 - 140 HP Dump Truck, kapasitas 3 - 4 M3 Upah Tukang Upah Mandor Alat Bantu Timbunan Biasa Tanah Timbun Biasa Motor Grrader min 100 Pk Vibro Roller Upah Bantu Timbunan Pilihan Tanah Timbun Pilihan Motor Grrader min 100 Pk Vibro Roller Upah Bantu Timbunan Pilihan berbutir Tanah Timbun Pilihan berbutir Motor Grrader min 100 Pk Vibro Roller Upah Bantu Penyiapan Badan Jalan Penyiapan Badan Jalan Pemotongan Pohon Pilihan diameter 15-30 cm Upah Potong Pohon dia. 15-30 cm Pemotongan Pohon Pilihan diameter 30-50 cm Upah Potong Pohon dia. 30-50 cm DIVISI 4 - PELEBARAN PERKERASAN DANBAHU JALAN DIVISI 5 - PEKERJAAN BERBUTIR Lapis Pondasi Agregat Kelas A Lapis Pondasi Agregat Kelas A Lapis Pondasi Agregat Kelas B Lapis Pondasi Agregat Kelas B Lapis Pondasi Agregat Kelas S Lapis Pondasi Agregat Kelas C Perkerasan Beton Semen Beton K400 Thenolith Kayu Bekesting Upah Bekesting Curing Compound Upah curing Uraian Sat Indeks Volume Harga Per Item Harga Dasar Total Harga Keterangan

3.1.1 D0008 D0001 C0034 C0032 D0027 3.1.3 D0008 D0001 C0034 C0032 D0027 3.2.1 A0007 D0005 D0018 C0011 3.2.2 A0008 D0005 D0018 C0011 3.2.3 A0009 D0005 D0018 C0011 3.3 E00025 3.4.2 C0004 3.4.3 C0005

M3 Jam Jam jam jam ls M3 Jam Jam jam jam ls M3 m3 Jam Jam m2 M3 m3 Jam Jam m2 M3 m3 Jam Jam m2 M2 m2 Pohon buah Pohon buah

0.040 0.080 0.500 0.167 1.000

681.62 27.26 54.53 340.81 113.60 681.62 594.60 29.73 59.46 297.30 99.10 594.60 1,658.19 1,989.83 73.70 73.70 8,290.95 11,328.84 14,727.49 1,132.88 1,132.88 56,644.20 497.25 596.70 49.73 49.73 2,486.25 1,441.69 1,441.69 43.00 43.00 57.00 57.00

35,925.00 11,800.00 13,750.00 6,250.00 3,125.00 1,000.00 42,312.50 14,750.00 17,187.50 6,250.00 3,125.00 1,000.00 76,944.44 48,000.00 13,333.33 13,111.11 2,500.00 127,000.00 65,000.00 30,000.00 29,500.00 2,500.00 158,000.00 96,000.00 30,000.00 29,500.00 2,500.00 4,000.00 4,000.00 100,000.00 100,000.00 125,000.00 125,000.00

295,000 171,875 12,500 18,750 1,000

24,487,199 8,043,116 9,372,275 4,260,125 2,130,063 681,620 25,159,013 8,770,350 10,219,688 3,716,250 1,858,125 594,600 127,588,508 79,593,120 22,109,200 21,740,713 4,145,475 1,438,762,680 736,374,600 339,865,200 334,200,780 28,322,100 78,565,500 47,736,000 14,917,500 14,668,875 1,243,125 5,766,760 5,766,760 4,300,000 4,300,000 7,125,000 7,125,000

0.050 0.100 0.500 0.167 1.000

295,000 171,875 12,500 18,750 1,000

1.2 0.044 0.044 5.000

40,000 300,000 295,000 500

1.3 0.100 0.100 5.000

50,000 300,000 295,000 500

1.2 0.100 0.100 5.000

80,000 300,000 295,000 500

1

4,000

1

100,000

1

125,000

5.1.1 E00008 5.1.2 E00009 5.1.3 E00010 5.3.1 A0046 A0050 A0051 C0017 A0054 C0019

M3 m3 M3 m3 M3 m3 M3 m3 m2 m3 m2 liter m2

1.2

941.85 1,130.22 1,571.36 1,885.63 43.00 51.60 161.00 169.05 46.00 4.14 46.00 13.80 46.00

321,600.00 321,600.00 286,800.00 286,800.00 252,000.00 252,000.00 988,550.00 840,000.00 22,321.43 102,857.14 20,000.00 514.29 2,857.14

268,000

302,898,960 302,898,960 450,666,048 450,666,048 10,836,000 10,836,000 159,156,550 135,240,000 3,593,750 16,560,000 3,220,000 82,800 460,000

1.2

239,000

1.2

210,000

1.05 0.286 0.026 0.286 0.086 0.286

800,000 78,125 4,000,000 70,000 6,000 10,000

halaman -3 dari 9



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap 5.3.3 A0020 A0050 A0051 C0017 A0054 C0019 Kode Sbdy Lapis Pondasi Bawah Beton Kurus Beton K-125 Thenolith Kayu Bekesting Upah Bekesting Curing Compound Upah curing DIVISI 6 - PERKERASAN ASPAL Lapis Resap Pengikat - Aspal cair Lapis Resap Pengikat - Aspal cair Lapis Perekat - Aspal cair Lapis Perekat - Aspal cair Laston Lapis Aus (AC-WC) (gradasi halus) Laston Lapis Aus (AC-WC) (gradasi halus) Laston Lapis Antara (AC-BC) (gradasi kasar) Laston Lapis Antara (AC-BC) (gradasi kasar) Aspal Aspal Aditif anti pengelupasan Aditif Anti Pengelupasan Bahan Pengisi (Filler) Tambahan (Semen) Lapis Perekat - Aspal cair DIVISI 7 - STRUKTUR Beton mutu sedang dengan fc'=30 Mpa (K-350) Beton K-350 Thenolith Paku Kayu Bekesting Upah Cor Upah Bekesting Scafolding Support Lantai Concrete Pump Curing Compound Upah Curing Beton mutu sedang dengan fc'=20 Mpa (K-250) Beton K-250 Thenolith Kayu Bekesting Paku Upah Cor Upah Bekesting Scafolding Concrete Pump Curing Compound Upah Curing Beton mutu rendah dengan fc'=10 Mpa (K-125) Beton K-125 Upah Cor Thenolith Kayu Bekesting Upah Bekesting Paku Uraian Sat M3 M3 m2 m3 m2 liter m2 Indeks 1.05 0.286 0.026 0.286 0.086 0.286 Volume 64.40 67.62 18.40 1.66 18.40 5.52 18.40 Harga Per Item 708,200.00 559,650.00 22,321.43 102,857.14 20,000.00 514.29 2,857.14 Harga Dasar 533,000 78,125 4,000,000 70,000 6,000 10,000 Total Harga 45,608,080 36,041,460 1,437,500 6,624,000 1,288,000 33,120 184,000 Keterangan

6.1 (1)(a) E00011 6.1 (2)(a) E00012 6.3 (5a) E00013 6.3 (6a) E00014 6.3.8 E00015 6.3.9 E00032 6.3.10b E00033

Liter Liter Liter Liter Ton Ton Ton Ton Ton Ton kg kg kg kg

1

4,174.65 4,174.65 3,332.70 3,332.70 1,728.04 1,728.04 511.01 511.01 137.99 137.99 551.98 551.98 33,585.75 33,585.75

10,000.00 10,000.00 10,000.00 10,000.00 390,000.00 390,000.00 410,000.00 410,000.00 7,240,000.00 7,240,000.00 39,000.00 39,000.00 1,200.00 1,200.00

10,000

41,746,500 41,746,500 33,327,000 33,327,000 673,935,600 673,935,600 209,514,100 209,514,100 999,047,600 999,047,600 21,527,220 21,527,220 40,302,900 40,302,900

1

10,000

1

390,000

1

410,000

1

7,240,000

1

39,000

1

1,200

7.1 (5) A0018 A0050 A0053 A0051 C0010 C0017 D0019 A0059 D0020 A0054 C0035 7.1 (7) A0019 A0050 A0051 A0053 C0010 C0017 D0019 D0020 A0054 C0035 7.1 (10) A0020 C0010 A0050 A0051 C0017 A0053

M3 M3 m2 kg m3 m3 m2 set/bln set m3 liter m2 M3 M3 m2 m3 kg m3 m2 set/bln m3 liter m2 M3 M3 m3 m2 m3 m2 kg

1.05 1.738 0.174 0.042 1 3.388 1.161 1.046 1.000 0.521 3.333

4,370.65 4,589.18 7,596.61 759.66 183.32 4,370.65 14,807.66 5,076.25 4,570.45 4,370.65 2,278.98 14,568.83 1,321.80 1,387.89 2,391.83 182.97 119.59 1,321.80 2,391.83 597.96 1,321.80 1,435.10 2,391.83 126.42 132.74 126.42 252.84 11.38 252.84 126.42

2,290,566.02 761,250.00 135,788.69 2,607.14 167,770.03 50,000.00 237,158.33 232,288.04 592,241.88 75,000.00 3,128.57 33,333.33 1,706,317.86 643,125.00 141,369.05 553,714.29 1,357.14 50,000.00 126,666.67 90,476.19 75,000.00 6,514.29 18,095.24 1,280,900.00 559,650.00 50,000.00 156,250.00 360,000.00 140,000.00 15,000.00

725,000 78,125 15,000 4,000,000 50,000 70,000 200,000 566,352 75,000 6,000 10,000

10,011,262,369 3,327,157,313 593,484,840 11,394,909 733,264,103 218,532,500 1,036,536,070 1,015,249,710 2,588,481,952 327,798,750 13,673,891 145,688,333 2,255,410,944 850,082,625 186,861,607 731,899,543 1,793,871 66,090,000 167,428,000 119,591,429 99,135,000 8,610,583 23,918,286 161,931,378 70,750,953 6,321,000 19,753,125 45,511,200 17,698,800 1,896,300

37 81.4 30 49.33333333 39.46666667 44.4 195.2666667

1.05 1.810 0.138 0.090 1 1.810 0.452 1.000 1.086 1.810

612,500 78,125 4,000,000 15,000 50,000 70,000 200,000 75,000 6,000 10,000

1.05 1 2.000 0.090 2.000 1.000

533,000 50,000 78,125 4,000,000 70,000 15,000

halaman -4 dari 9



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap 7.2 (1)(g) A0060 A0066 A0067 E00085 E00086 E00089 C0041 E00037 7.3 (1) A0048 A0049 C0008 C0007 7.3 (4) A0048 A0049 C0008 C0007 7.6 (14) E00024 C0043 C0044 C0042 7.6 (16)(a) E00018 SK.7.8 (1) A0025 C0013 7.9 A0001 A0002 A0003 C0002 7.10 (2) A0001 A0002 C0002 7.11 (1) E00019 7.12 (2) E00027 7.12 (5) A0028 C0030 7.12 (6) E00030 7.12 (7) E00031 Kode Sbdy Uraian Sat Buah buah buah buah pp bln ls m m2 Kg kg kg kg kg Kg kg kg kg kg M1 m' m' m' m' Buah buah M3 m3 m3 M3 m3 m3 zak m3 M3 m3 m3 m3 M3 m3 Buah buah M1 m' m' Buah buah Buah buah Indeks Volume 8.00 8.00 10.00 5.00 2.00 2.00 0.10 256.00 100.00 5,300.67 5,512.70 106.01 5,300.67 5,300.67 1,037,249.10 1,078,739.06 20,744.98 1,037,249.10 1,037,249.10 50.00 50.00 50.00 50.00 50.00 2.00 2.00 0.48 0.48 0.48 638.98 766.78 383.39 1,597.45 638.98 27.00 32.40 21.60 27.00 310.00 310.00 16.00 16.00 587.00 587.00 587.00 28.00 28.00 42.00 42.00 Harga Per Item 263,995,000.00 250,000,000.00 1,375,000.00 750,000.00 7,200,000.00 1,500,000.00 945,000.00 1,600,000.00 625,000.00 9,780.00 8,840.00 240.00 600.00 100.00 9,780.00 8,840.00 240.00 600.00 100.00 945,000.00 860,000.00 7,500.00 7,500.00 70,000.00 6,000,000.00 6,000,000.00 8,040,000.00 8,000,000.00 40,000.00 526,000.00 204,000.00 72,000.00 115,000.00 135,000.00 435,000.00 204,000.00 96,000.00 135,000.00 1,500,000.00 1,500,000.00 756,000.00 756,000.00 120,000.00 100,000.00 20,000.00 3,000,000.00 3,000,000.00 1,500,000.00 1,500,000.00 Harga Dasar Total Harga 2,111,960,000 2,000,000,000 11,000,000 6,000,000 57,600,000 12,000,000 7,560,000 12,800,000 5,000,000 51,840,553 46,857,923 1,272,161 3,180,402 530,067 10,144,296,198 9,169,282,044 248,939,784 622,349,460 103,724,910 47,250,000 43,000,000 375,000 375,000 3,500,000 12,000,000 12,000,000 3,859,200 3,840,000 19,200 336,103,480 130,351,920 46,006,560 73,482,700 86,262,300 11,745,000 5,508,000 2,592,000 3,645,000 465,000,000 465,000,000 12,096,000 12,096,000 70,440,000 58,700,000 11,740,000 84,000,000 84,000,000 63,000,000 63,000,000 Keterangan

Unit Pracetak Gelagar Tipe I bentang 31 m Girder H.1,70xL31,8 Diafragma Tepi Diafragma Tengah Transfer tenaga Mess Gudang Overhead (10%) Upah turun Girder Sewa Tanah Baja Tulangan U24 Polos Besi Beton Kawat Beton Upah Pabrikasi + Erection Besi Beton Upah Langsir Besi Baja Tulangan U39 Ulir Besi Beton Kawat Beton Upah Pabrikasi + Erection Besi Beton Upah Langsir Besi Tiang Uji Beton Prategang Pracetak ukuran/diameter 600 mm Tiang Uji Beton Prategang Pracetak ukuran/diameter 600 mm Upah Langsir Besi Upah Handling Upah Pemancangan Pengujian Pembebanan Dinamis jenis PDA ( Pile Driving Analisys ) PDA Test Grouting Non Shrinkage Grouting Non Shrinkage Upah Grouting Pasangan Batu Batu Kali Pasir Semen Upah Pasangan Batu Pasangan Batu Kosong Batu Kali Pasir Upah Pasangan Batu Expansion Joint Tipe Asphaltic Plug Expansion Joint Tipe Asphaltic Plug Perletakan Elastomer jenis 1 (300 x 350 x 36) Elastomerik jenis 1 (300x350x36) Perletakan Strip Perletakan Strip Upah Pasang Plat Strip Angker Type Move Angker Type Move 2 Angker Type Fix Angker Type Fix 1

1.000 1.250 0.625 0.250 0.250 0.013 32.000 12.500

250,000,000 1,100,000 1,200,000 28,800,000 6,000,000 75,600,000 50,000 50,000

1.04 0.02 1 1

8,500 12,000 600 100

1.04 0.02 1 1

8,500 12,000 600 100

1 1 1 1

860,000 7,500 7,500 70,000

1

6,000,000

1 1

8,000,000 40,000

1.2 0.6 2.5 1

170,000 120,000 46,000 135,000

1.2 0.8 1

170,000 120,000 135,000

1

1,500,000

1

756,000

1 1

100,000 20,000

1

3,000,000

1

1,500,000

halaman -5 dari 9



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap Kode Sbdy Uraian SK 7.16 (1) Pipa Drain 15 cm termasuk fitting dan support A0031 Pipa Drain 15 cm termasuk fitting dan support C0031 Upah Pasang Pipa SK 7.16 (2) A0032 C0031 SK 7.16 (3) A0033 C0031 Pipa Drain 20 cm termasuk fitting dan support Pipa Drain 20 cm termasuk fitting dan support Upah Pasang Pipa Deck Drain lengkap dengan asesoris tipe 1 Deck Drain lengkap dengan asesoris tipe 1 Upah Pasang Pipa DIVISI 8 - PENGEMBALIAN KONDISI & PEKERJAAN MINOR Stabilisasi dengan tanaman (Penanaman Rumput) Rumput Upah Tanam Rumput Semak / Perdu Pembersihan Semak/Perdu Pohon Pohon Upah Tanam Pohon Marka Jalan Termoplastik Marka Jalan Termoplastik Sat M1 M1 m' M1 M1 m' Buah Buah m' Indeks 1 1 Volume 267.00 267.00 267.00 1,113.00 1,113.00 1,113.00 309.00 309.00 309.00 Harga Per Item 60,000.00 30,000.00 30,000.00 70,000.00 40,000.00 30,000.00 70,000.00 40,000.00 30,000.00 Harga Dasar 30,000 30,000 Total Harga 16,020,000 8,010,000 8,010,000 77,910,000 44,520,000 33,390,000 21,630,000 12,360,000 9,270,000 Keterangan

1 1

40,000 30,000

1 1

40,000 30,000

8.3 (1) A0042 C0027 8.3 (2) E00026 8.3 (3) A0035 C0021 8.4 (1) E00091 8.4 (3)(a) A0037 C0023 8.4 (3)(b) A0038 C0023 8.4 (7) A0039 C0024 8.7 (5) E00020 SK 8.8 (3) E00021

M2 m2 m2 M2 m2 Buah buah buah M2 m2

1 1

6,284.00 6,284.00 6,284.00 278.00 278.00 62.00 62.00 62.00 429.00 429.00 2.00 2.00 2.00 1.00 1.00 1.00 344.00 344.00 344.00 26.00 26.00 62.00 62.00

20,000.00 15,000.00 5,000.00 25,000.00 25,000.00 50,000.00 35,000.00 15,000.00 110,000.00 110,000.00 1,900,000.00 1,330,000.00 570,000.00 3,370,000.00 2,800,000.00 570,000.00 550,000.00 385,000.00 165,000.00 10,000,000.00 10,000,000.00 800,000.00 800,000.00

15,000 5,000

125,680,000 94,260,000 31,420,000 6,950,000 6,950,000 3,100,000 2,170,000 930,000 47,190,000 47,190,000 3,800,000 2,660,000 1,140,000 3,370,000 2,800,000 570,000 189,200,000 132,440,000 56,760,000 260,000,000 260,000,000 49,600,000 49,600,000

1

25,000

1 1

35,000 15,000

1

110,000

Rambu Jalan Tunggal dengan Permukaan Pemantul High Intensity Grade Buah Rambu Jalan Tunggal dengan Permukaan Pemantul High Intensity Grade buah Upah Pasang Rambu Jalan Tunggal buah Rambu Jalan Ganda dengan Permukaan Pemantul High Intensity Grade Rambu Jalan Ganda dengan Permukaan Pemantul High Intensity Grade Upah Pasang Rambu Jalan Tunggal Rel Pengaman Rel Pengaman Upah Pasang rel Pengaman Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 Watt Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 Watt Pagar Pengaman Pagar Pengaman DIVISI 9 - PEKERJAAN HARIAN 9.1 Mandor Upah Mandor 9.2 Pekerja Biasa Upah Pekerja Biasa 9.3 Tukang Kayu, Tukang Batu, dsb Upah Tukang 9.4 Dump Truck, kapasitas 3 - 4 M3 Dump Truck, kapasitas 3 - 4 M3 9.5 Truk Bak Datar 3 - 4 M3 Truk Bak Datar 3 - 4 M3 9.7 Bulldozer 100 - 150 HP Truk Tangki 3000 - 4500 Liter Buah buah buah M1 m' m' Buah buah M1 m'

1 1

1,330,000 570,000

1 1

2,800,000 570,000

1 1

385,000 165,000

1

10,000,000

1

800,000

C0032

Jam jam Jam jam Jam jam Jam Jam Jam Jam Jam Jam

1

38.40 38.40 384.00 384.00 76.80 76.80 40.00 40.00 40.00 40.00 16.00 16.00

18,750.00 18,750.00 8,750.00 8,750.00 12,500.00 12,500.00 171,875.00 171,875.00 171,875.00 171,875.00 171,875.00 171,875.00

18,750

720,000 720,000 3,360,000 3,360,000 960,000 960,000 6,875,000 6,875,000 6,875,000 6,875,000 2,750,000 2,750,000 halaman -6 dari 9

C0033

1

8,750

C0034

1

12,500

D0001

1

171,875

D0002

1

171,875

D0003

1

171,875



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap 9.11 D0004 9.12 D0005 9.18 D0015 9.19 D0016 9.20 D0008 Kode Sbdy Alat Penggali (Excavator) 80 - 140 HP Bulldozer 100 - 150 HP Crane 10 - 15 Ton Motor Grrader min 100 Pk Beton Pengaduk (Molen) 0,3 - 0,6 M3 Beton Pengaduk (Molen) 0,3 - 0,6 M3 Pompa Air 70 - 100 mm Pompa Air 70 - 100 mm Jack Hammer Excavator 80 - 140 HP DIVISI 10 - PEKERJAAN PEMELIHARAAN RUTIN Pemeliharaan Rutin Perkerasan Pemeliharaan Rutin Perkerasan Pemeliharaan Rutin Bahu Jalan Pemeliharaan Rutin Bahu Jalan Uraian Sat Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Indeks Volume 16.00 16.00 48.00 48.00 48.00 48.00 32.00 32.00 16.00 16.00 Harga Per Item 310,000.00 310,000.00 300,000.00 300,000.00 16,875.00 16,875.00 187,500.00 187,500.00 295,000.00 295,000.00 Harga Dasar Total Harga 4,960,000 4,960,000 14,400,000 14,400,000 810,000 810,000 6,000,000 6,000,000 4,720,000 4,720,000 Keterangan

1

310,000

1

300,000

1

16,875

1

187,500

1

295,000

10.1 (1) E00090 10.1 (2) E00029

LS ls LS ls

1

1.00 1.00 1.00 1.00

400,000,000.00 400,000,000.00 250,000,000.00 250,000,000.00

400,000,000

400,000,000 400,000,000 250,000,000 250,000,000

1

250,000,000

33,389,182,862

halaman -7 dari 9



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap Kode Sbdy Uraian Sat Indeks Volume Harga Per Item Harga Dasar Total Harga Keterangan

halaman -8 dari 9



Rincian Rencana Anggaran Biaya Pelaksanaan Proyek (Tender)Kode Tahap Kode Sbdy Uraian Sat Indeks Volume Harga Per Item Harga Dasar Total Harga Keterangan

halaman -9 dari 9

Proyek Pembangunan Jalan Akses Band

Estimasi Biaya Tak LangsungNo. Uraian Jan-11 455,086,932.00 8,006,000.00 58,250,000.00 149,412,782.00 214,193,150.00 11,045,000.00 14,180,000.00 Feb-11 80,866,055.00 3,638,500.00 4,275,000.00 56,527,555.00 100,000.00 8,045,000.00 8,280,000.00 Mar-11 75,766,055.00 3,638,500.00 4,275,000.00 53,027,555.00 100,000.00 10,045,000.00 4,680,000.00 Apr-11 75,866,055.00 3,638,500.00 4,275,000.00 51,527,555.00 100,000.00 8,045,000.00 8,280,000.00 May-11 80,766,055.00 3,638,500.00 4,275,000.00 58,027,555.00 100,000.00 10,045,000.00 4,680,000.00 Jun-11 76,001,055.00 3,773,500.00 4,275,000.00 51,527,555.00 100,000.00 8,045,000.00 8,280,000.00 Jul-11 75,766,055.00 3,638,500.00 4,275,000.00 53,027,555.00 100,000.00 10,045,000.00 4,680,000.00 Aug-11 222,331,055.00 3,638,500.00 4,275,000.00 198,292,555.00 100,000.00 8,045,000.00 7,980,000.00

1 Sekretariat 2 Fasilitas 3 Personalia 4 Keuangan 5 Kendaraan 6 Umum

Sep-11 120,066,055.00 3,638,500.00 4,275,000.00 51,527,555.00 14,600,000.00 8,045,000.00 37,980,000.00

JUMLAH 1,262,515,372.00 37,249,000.00 92,450,000.00 722,898,222.00 229,493,150.00 81,405,000.00 99,020,000.00 -

Proyek Pembangunan Jalan Akses Bandara Kualanamu Tahap II (Fly Over) Lanjutan

Daftar Harga Dasar Sumber DayaKODE URAIAN SATUAN HARGA KETERANGAN

MATERIAL A0001 Batu Kali A0002 Pasir A0003 Semen A0004 Gorong-Gorong Pipa Beton Dia. 55 - 65 cm A0005 Gorong-Gorong Pipa Beton Dia. 75 - 85 cm A0006 Gorong-Gorong Pipa Beton Dia. 110 - 130 cm A0007 Tanah Timbun Biasa A0008 Tanah Timbun Pilihan A0009 Tanah Timbun Pilihan berbutir A0018 Beton K-350 A0019 Beton K-250 A0020 Beton K-125 A0025 Grouting Non Shrinkage A0027 Elastomerik jenis 1 (300x350x36) A0028 Perletakan Strip A0029 Angker Type Move 2 A0030 Angker Type Fix 1 A0031 Pipa Drain 15 cm termasuk fitting dan support A0032 Pipa Drain 20 cm termasuk fitting dan support A0033 Deck Drain lengkap dengan asesoris tipe 1 A0035 Pohon A0036 Marka Jalan Termoplastik A0037 Rambu Jalan Tunggal dengan Permukaan Pemantul High Intensity Grade A0038 Rambu Jalan Ganda dengan Permukaan Pemantul High Intensity Grade A0039 Rel Pengaman A0041 Pagar Pengaman A0042 Rumput A0043 Angker Bolt 25 mm A0046 Beton K400 A0048 Besi Beton A0049 Kawat Beton A0050 Thenolith A0051 Kayu Bekesting A0053 Paku A0054 Curing Compound A0055 Sirtu A0056 Beton K175 A0058 Beton K100 A0059 Support Lantai A0060 Girder H.1,70xL31,8 A0061 Diafragma A0062 Helm A0063 Rompi A0064 Sepatu Kerja Staf A0065 Sepatu Kerja Pekerja A0066 Diafragma Tepi A0067 Diafragma Tengah

m3 m3 zak m' m' m' m3 m3 m3 M3 M3 M3 m3 bh m' buah buah M1 M1 Buah buah m2 buah buah m' m' m2 bh m3 kg kg m2 m3 kg liter m3 m3 m3 set buah buah buah buah buah buah buah buah

170,000.00 120,000.00 46,000.00 2,400,000.00 2,600,000.00 3,100,000.00 40,000.00 50,000.00 80,000.00 725,000.00 612,500.00 533,000.00 8,000,000.00 500,000.00 100,000.00 1,000,000.00 1,500,000.00 30,000.00 40,000.00 40,000.00 35,000.00 66,500.00 1,330,000.00 2,800,000.00 385,000.00 560,000.00 15,000.00 400,000.00 800,000.00 8,500.00 12,000.00 78,125.00 4,000,000.00 15,000.00 6,000.00 90,000.00 600,000.00 550,000.00 566,351.52 250,000,000.00 2,800,000.00 50,000.00 50,000.00 300,000.00 40,000.00 1,100,000.00 1,200,000.00

Ref. Marelan Ref. Marelan Ref. Marelan Ref. USAID Ref. USAID Ref. USAID Ref. CV Anugerah Mandiri Perkasa Ref. CV Anugerah Mandiri Perkasa Ref. CV Anugerah Mandiri Perkasa Kraton Kraton Kraton Ref. Marelan Ref. Sicanang Ref. Sicanang Lau Luhung Lau Luhung Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Marelan Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Cemara Ref. Marelan Ref. Marelan Ref. Sicanang Kraton Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Kraton Kraton Estimasi Estimasi Estimasi Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Wika Beton Ref. Wika Beton

UPAH C0001 C0002 C0003 C0004 C0005 C0006 C0007 C0008 C0009 C0010 C0011 C0013 C0017 C0018 C0019 C0021 C0022 C0023 C0024 C0026 C0027 C0029 C0030 C0031 C0032 C0033 C0034 C0035

Upah Galian Biasa Upah Pasangan Batu Upah Pasang Gorong - Gorong Upah Potong Pohon dia. 15-30 cm Upah Potong Pohon dia. 30-50 cm Upah Potong Pohon dia. 50-75 cm Upah Langsir Besi Upah Pabrikasi + Erection Besi Beton Upah Urugan Pasir Upah Cor Upah Bantu Upah Grouting Upah Bekesting Upah Bantu Upah curing Upah Tanam Pohon Upah Pasang Marka Jalan Upah Pasang Rambu Jalan Tunggal Upah Pasang rel Pengaman Upah Pasang Pagar Pengaman Upah Tanam Rumput Upah Pasang Elastomer Upah Pasang Plat Strip Upah Pasang Pipa Upah Mandor Upah Pekerja Biasa Upah Tukang Upah Curing

m3 m3 m' buah buah buah kg kg m3 m3 m2 m3 m2 m' m2 buah m2 buah m' m' m2 buah m' m' jam jam jam m2

40,000.00 135,000.00 80,000.00 100,000.00 125,000.00 150,000.00 100.00 600.00 20,000.00 50,000.00 500.00 40,000.00 70,000.00 10,000.00 10,000.00 15,000.00 28,500.00 570,000.00 165,000.00 240,000.00 5,000.00 500,000.00 20,000.00 30,000.00 18,750.00 8,750.00 12,500.00 10,000.00

Ref. Marelan Ref. Marelan Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Cemara Ref. Cemara Ref. Cemara Ref. Marelan Ref. Marelan Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan


Daftar Harga Dasar Sumber DayaC0036 C0037 C0038 C0039 C0040 C0041 C0042 C0043 C0044 Upah Pasang Rambu Jalan Ganda Upah Pas. Batu Kosong Kordinator (kmkl) Pekerja Lalu Lintas Manager Kendali Mutu Upah turun Girder Upah Pemancangan Upah Langsir Besi Upah Handling buah m3 ob ob ob m m' m' m' 1,200,000.00 100,000.00 2,000,000.00 1,000,000.00 3,000,000.00 50,000.00 70,000.00 7,500.00 7,500.00 Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Marelan Ref. Sicanang Ref PT. Berdikari Ref PT. Berdikari Ref PT. Berdikari

ALAT D0001 D0002 D0003 D0004 D0005 D0008 D0009 D0010 D0011 D0012 D0014 D0015 D0016 D0017 D0018 D0019 D0020 D0021 D0022 D0023 D0024 D0025 D0026 D0027

Dump Truck, kapasitas 3 - 4 M3 Truk Bak Datar 3 - 4 M3 Truk Tangki 3000 - 4500 Liter Bulldozer 100 - 150 HP Motor Grrader min 100 Pk Excavator 80 - 140 HP Crane 10 - 15 Ton Penggilas Roda Besi 6 - 9 Ton Penggilas Bervibrasi 5 - 8 Ton Pemadat Bervibrasi 1,5 - 3,0 Ton Kompresor 4000 - 6500 Ltr/mnt Beton Pengaduk (Molen) 0,3 - 0,6 M3 Pompa Air 70 - 100 mm Jack Hammer Vibro Roller Scafolding Concrete Pump Manajemen Mutu Manajemen dan Keselamatan Lalu Lintas Mobilisasi Stamper Excavator 80-140 HP Scafolding abutment Alat Bantu

Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam set/bln m3 ls ls ls jam unit set/bln ls

171,875.00 171,875.00 171,875.00 310,000.00 300,000.00 295,000.00 750,000.00 266,875.00 266,875.00 350,000.00 162,500.00 16,875.00 187,500.00 50,000.00 295,000.00 200,000.00 75,000.00 200,000,000.00 300,000,000.00 500,000,000.00 80,000.00 1,000,000.00 33,333.33 1,000.00

Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Marelan Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Marelan Ref. Lau Luhung

SUBKONT E00008 Lapis Pondasi Agregat Kelas A E00009 Lapis Pondasi Agregat Kelas B E00010 Lapis Pondasi Agregat Kelas C E00011 Lapis Resap Pengikat - Aspal cair E00012 Lapis Perekat - Aspal cair E00013 Laston Lapis Aus (AC-WC) (gradasi halus) E00014 Laston Lapis Antara (AC-BC) (gradasi kasar) E00015 Aspal E00016 Bahan Pengisi (Filler) Tambahan (Semen) E00018 PDA Test E00019 Expansion Joint Tipe Asphaltic Plug E00020 Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 Watt E00021 Pagar Pengaman E00022 Relokasi Utilitas dab Pelayanan PLN Yang Ada E00023 Relokasi Utilitas dan Pelayanan Lain yang Ada E00024 Tiang Uji Beton Prategang Pracetak ukuran/diameter 600 mm E00025 Penyiapan Badan Jalan E00026 Pembersihan Semak/Perdu E00027 Elastomerik jenis 1 (300x350x36) E00029 Pemeliharaan Rutin Bahu Jalan E00030 Angker Type Move 2 E00031 Angker Type Fix 1 E00032 Aditif Anti Pengelupasan E00033 Lapis Perekat - Aspal cair E00037 Sewa Tanah E00038 Base Camp E00039 Kantor E00040 Barak E00041 Bengkel E00042 Gudang, dll E00043 Ruang Lab E00044 Soil & Agregate Testing E00045 Bituminous Testing E00046 Concrete Testing E00047 Papan Nama Proyek E00048 Asphalt Finisher E00049 Asphalt Sprayer E00050 Bulldozer 100-150 HP E00051 Compresor 4000-6500 L/M E00052 Concrete Mixer 0,3-0,6 m3 E00053 Dump Truck 3,5 ton

m3 m3 m3 Liter Liter Ton Ton Ton kg buah m3 buah m' ls ls m' m2 m2 buah ls buah buah kg kg m2 m2 m2 m2 m2 m2 m2 ls ls ls ls unit unit unit unit unit unit

268,000.00 239,000.00 210,000.00 10,000.00 10,000.00 390,000.00 410,000.00 7,240,000.00 1,200.00 6,000,000.00 1,500,000.00 10,000,000.00 800,000.00 27,000,000.00 3,500,000.00 860,000.00 4,000.00 25,000.00 756,000.00 250,000,000.00 3,000,000.00 1,500,000.00 39,000.00 1,200.00 50,000.00 400,000.00 400,000.00 400,000.00 400,000.00 400,000.00 500,000.00 20,000,000.00 20,000,000.00 30,000,000.00 500,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00

PT. Parapen PT. Parapen PT. Parapen PT. Parapen PT. Parapen PT. Parapen PT. Parapen PT. Parapen PT. Parapen Ref. POLTEK Ref. Sicanang Ref. Marelan Ref. Marelan sesuai BQ sesuai BQ Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Estimasi Ref. Lau Luhung Ref. Lau Luhung PT. Parapen PT. Parapen Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung


Daftar Harga Dasar Sumber DayaE00054 E00055 E00056 E00057 E00058 E00059 E00060 E00061 E00062 E00063 E00064 E00065 E00066 E00067 E00068 E00069 E00070 E00071 E00072 E00073 E00074 E00075 E00076 E00077 E00078 E00079 E00080 E00081 E00082 E00083 E00084 E00085 E00086 E00087 E00088 E00089 E00090 E00091 Dump Truck 10 ton Flat Bad Truck 3-4 m3 Generator Set 135 KVA Motor Grader > 100HP Wheel Loader 1,0-1,6 M3 Tandem Roller 6-8 T Tire Roller 8-10 T Voibratory Roller 5-8 T Concret Vibrator Water Pump 70-100 mm Water Tank Truck Pedestrian Roller Stamper Jack Hammer Demobilisasi Rambu dari papan triplek (Maaf ada pekerjaan .) Rambu dari papan / triplek pengarah/penghalang Rambu-rambu portable Rambu-rambu tetap Bendera Merah Temporary Fence Lampu Suar Berkedip Marka Sementara Crane 10-15 ton Concrete Pump Crane On Track 35 ton Split Form Paver Truck Mixer Crane On Track 75-100 Ton Stressing Jack 400 ton Mob de mob Louncher dd x 5 trir Transfer tenaga Mess Gudang Erection Girder Erection Diafragma Overhead (10%) Pemeliharaan Rutin Perkerasan Marka Jalan Termoplastik unit unit unit unit unit unit unit unit unit unit unit unit unit unit ls buah buah buah buah buah buah buah M2 unit unit unit unit unit unit unit pp pp bln bh bh ls ls m2 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 500,000.00 1,000,000.00 500,000.00 500,000.00 500,000.00 500,000.00 500,000.00 500,000.00 400,000.00 50,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 1,000,000.00 75,000,000.00 28,800,000.00 6,000,000.00 55,000,000.00 450,000.00 Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Lau Luhung Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang Ref. Sicanang PT JATRA PT JATRA PT JATRA PT JATRA

400,000,000.00 Estimasi 110,000.00 PT. Parapen

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PERALATAN

Biaya Sewa Alat Waktu ProyekNo. JENIS ALAT

= 8 BulanWAKTU PAKAI per bulan JLH UNIT HARGA SATUAN TOTAL

1 2 3 4 5 6 7 8 9

Excavator Stamper Concrete Pump Mobile Crane 7 Ton Concrete Vibrator Dozer Vibro Roller Water Tank Trailer

3 2 6 6 6 3 6 6 3

Bulan Bulan Bulan Bulan Bulan Bulan Bulan Bulan Bulan

1 2 1 1 3 1 1 1 1

Bh Bh Bh Bh Bh Bh Bh Bh Bh

33,000,000.00 7,500,000.00 225,000,000.00 30,000,000.00 1,000,000.00 35,000,000.00 33,000,000.00 8,500,000.00 90,000,000.00 SUB TOTAL

99,000,000.00 30,000,000.00 1,350,000,000.00 180,000,000.00 18,000,000.00 105,000,000.00 198,000,000.00 51,000,000.00 270,000,000.00 2,301,000,000.00

Biaya Operasi Alat 1 bulan =No. JENIS ALAT

200 3 2 6 6 6 3 6 6 3 8

jam Bulan Bulan Bulan Bulan Bulan Bulan Bulan Bulan Bulan Bulan

Harga Solar =JLH

4,500.00UNIT LTR/ HARGA SATUAN TOTAL HARGA

WAKTU PAKAI

1 2 3 4 5 6 7 8 9 10

Excavator Stamper Concrete Pump Mobile Crane 7 Ton Concrete Vibrator Dozer Vibro Roller Water Tank Trailer Lain-lain/Spare Part

1 2 1 1 3 1 1 1 1 1

Bh Bh Bh Bh Bh Bh Bh Bh Bh Ls

15 3 20 15 5 40 1

13,500,000.00 5,400,000.00 18,000,000.00 13,500,000.00 4,500,000.00 36,000,000.00 2,500,000.00 SUB TOTAL

40,500,000.00 10,800,000.00 54,000,000.00 81,000,000.00 27,000,000.00 108,000,000.00 20,000,000.00

341,300,000.00

Biaya Mobilisasi dan demobilasiNo. JENIS ALAT JLH UNIT BIAYA TOTAL BIAYA

1 2 3 4 5 6 7 8 9

Excavator Stamper Concrete Pump Mobile Crane 7 Ton Concrete Vibrator Dozer Vibro Roller Water Tank Trailer

1 2 1 1 3 1 1 1 1

Bh Bh Bh Bh Bh Bh Bh Bh Bh

1,500,000.00 500,000.00 1,000,000.00 1,500,000.00 500,000.00 1,000,000.00 1,500,000.00 500,000.00 1,500,000.00

3,000,000.00 1,000,000.00 2,000,000.00 3,000,000.00 1,000,000.00 2,000,000.00 3,000,000.00 1,000,000.00 3,000,000.00

SUB TOTAL

19,000,000.00

TOTAL

2,661,300,000.00

Pekerjaan Galian 0-2 meter

1 bucket m3

Excavator

Dump Truck

waktu 1gali jam 0.8 0.05000 kap.bak waktu 1gali waktu buang dan balik m3 1 angkut jam jam 4 0.25 0.116666667

waktu gali + buang jam 0.37

kap. 1jam m3 10.90909091

Koef

0.091666667

Pekerjaan Galian biasa

1 bucket m3

Excavator

Dump Truck



kap. 1jam m3 12.30769231

Koef

0.08125

Pekerjaan Galian saluran

1 bucket m3

Excavator

Dump Truck



kap. 1jam m3 12.30769231

Koef

0.08125

Support Bekesting Lantai Panjang 1 set m 7.8 7 0 0 9 Berat/m 3.77 1.57824 Berat Total 29.406 11.04768 40.45368 10,000 10,000 4,000 4,000,000 4,000,000 294,060.00 110,476.80 161,814.72 Biaya 1 set 566,351.52 Total Beton Plat + Balok 35.56

Material

Siku 50 Besi dia.16 Upah Kayu 2x3 Kayu 2x4 Baut Skapolding Koef Support Lantai

-

-

#DIV/0!

#DIV/0! KOEF

Panjang Kayu Untuk cor K-350 112 331.6

57.6

46.8

115.2

Hasil sort item dominan7.1 (5) 7.3 (4) 7.2 (1)(g) 7.1 (7) 3.2.2 6.3.8 1.2 6.3 (5a) 7.11 (1) 5.1.2 10.1 (1) 7.9 5.1.1 8.7 (5) 10.1 (2) 3.2.1 2.2 6.3 (6a) 8.4 (7) 7.1 (10) 5.3.1 8.3 (1) 2.3.2 2.3.4a 7.12 (6) 2.3.3 SK 7.16 (2) 1.8 3.2.3 7.12 (5) 7.12 (7) 7.3 (1) SK 8.8 (3) 5.3.3 7.6 (14) 6.1 (1)(a) 8.4 (1) 6.3.10b 6.1 (2)(a) 2.1 3.1.3 3.1.1 1.18.(3) 1.21 SK 7.16 (3) 6.3.9 9.12 SK 7.16 (1) 7.12 (2) 7.6 (16)(a) 7.10 (2) 5.1.3 3.4.3 9.19 8.3 (2) 9.11 9.20 3.3 2.4.1 3.4.2 8.4 (3)(a) 1.18.(5) 8.4 (3)(b) 8.3 (3) SK.7.8 (1) 9.18 10.1 (4) Beton mutu sedang dengan fc'=30 Mpa (K-350) M3 Baja Tulangan U39 Ulir Kg Unit Pracetak Gelagar Tipe I bentang 31 m Buah Beton mutu sedang dengan fc'=20 Mpa (K-250) M3 Timbunan Pilihan M3 Aspal Ton Mobilisasi LS Laston Lapis Aus (AC-WC) (gradasi halus) Ton Expansion Joint Tipe Asphaltic Plug M3 Lapis Pondasi Agregat Kelas B M3 Pemeliharaan Rutin Perkerasan LS Pasangan Batu M3 Lapis Pondasi Agregat Kelas A M3 Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Merkuri 400 W Buah Pemeliharaan Rutin Bahu Jalan LS Timbunan Biasa M3 Pasangan Batu dengan Mortar M3 Laston Lapis Antara (AC-BC) (gradasi kasar) Ton Rel Pengaman M1 Beton mutu rendah dengan fc'=10 Mpa (K-125) M3 Perkerasan Beton Semen M3 Stabilisasi dengan tanaman (Penanaman Rumput) M2 Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 55 - 65 cm M1 Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 110 -130 c M1 Angker Type Move Buah Gorong-Gorong Pipa Beton Bertulang, Diameter Dalam 75 - 85 cm M1 Pipa Drain 20 cm termasuk fitting dan support M1 Manajemen dan Keselamatan Lalu Lintas LS Timbunan Pilihan berbutir M3 Perletakan Strip M1 Angker Type Fix Buah Baja Tulangan U24 Polos Kg Pagar Pengaman M1 Lapis Pondasi Bawah Beton Kurus M3 Tiang Uji Beton Prategang Pracetak ukuran/diameter 600 mm M1 Lapis Resap Pengikat - Aspal cair Liter Marka Jalan Termoplastik M2 Bahan Pengisi (Filler) Tambahan (Semen) kg Lapis Perekat - Aspal cair Liter Galian untuk Selokan Drainase dan Saluran Air M3 Galian Struktur dengan Kedalaman 0 - 2 meter M3 Galian Biasa M3 Relokasi Utilitas dab Pelayanan PLN Yang Ada LS Manajemen Mutu LS Deck Drain lengkap dengan asesoris tipe 1 Buah Aditif anti pengelupasan kg Crane 10 - 15 Ton Jam Pipa Drain 15 cm termasuk fitting dan support M1 Perletakan Elastomer jenis 1 (300 x 350 x 36) Buah Pengujian Pembebanan Dinamis jenis PDA ( Pile Driving Analisys )Buah Pasangan Batu Kosong M3 Lapis Pondasi Agregat Kelas S M3 Pemotongan Pohon Pilihan diameter 30-50 cm Pohon Pompa Air 70 - 100 mm Jam Semak / Perdu M2 Alat Penggali (Excavator) 80 - 140 HP Jam Jack Hammer Jam Penyiapan Badan Jalan M2 Bahan Porus atau Bahan Penyaring (Filter) M3 Pemotongan Pohon Pilihan diameter 15-30 cm Pohon Rambu Jalan Tunggal dengan Permukaan Pemantul High IntensityBuah Relokasi Utilitas dan Pelayanan Lain yang Ada LS Rambu Jalan Ganda dengan Permukaan Pemantul High Intensity G Buah Pohon Buah Grouting Non Shrinkage M3 Beton Pengaduk (Molen) 0,3 - 0,6 M3 Jam Pemeliharaan Rutin Perlengkapan Jalan LS 4,371 1,037,249 8 1,322 11,329 138 1 1,728 310 1,571 1 639 942 26 1 1,658 408 511 344 126 161 6,284 30 17 28 20 1,113 1 497 587 42 5,301 62 64 50 4,175 429 33,586 3,333 713 595 682 1 1 309 552 48 267 16 2 27 43 57 32 278 16 16 1,442 17 43 2 1 1 62 0 48 2,557,676 10,161 317,550,000 1,741,238 157,722 7,240,000 689,500,000 390,000 1,500,000 286,800 400,000,000 526,000 321,600 10,000,000 250,000,000 136,722 526,000 410,000 550,000 1,370,900 1,014,264 20,000 3,589,656 5,126,626 3,000,000 4,013,418 70,000 77,800,000 148,722 120,000 1,500,000 10,260 800,000 733,914 860,000 10,000 95,000 1,200 10,000 46,275 55,250 46,275 27,000,000 27,000,000 70,000 39,000 367,500 60,000 756,000 6,000,000 435,000 252,000 125,000 218,148 25,000 377,500 362,500 4,000 270,500 100,000 1,900,000 3,500,000 3,370,000 50,000 6,040,000 16,875 35,919,406,086 11,178,705,043 10,538,980,923 2,540,400,000 2,301,568,514 1,786,809,820 999,047,600 689,500,000 673,935,600 465,000,000 450,666,048 400,000,000 336,103,480 302,898,960 260,000,000 250,000,000 226,711,422 214,776,320 209,514,100 189,200,000 173,309,178 163,296,550 125,680,000 107,689,668 87,152,637 84,000,000 80,268,365 77,910,000 77,800,000 73,952,125 70,440,000 63,000,000 54,384,874 49,600,000 47,264,080 43,000,000 41,746,500 40,755,000 40,302,900 33,327,000 32,980,193 32,851,650 31,541,966 27,000,000 27,000,000 21,630,000 21,527,220 17,640,000 16,020,000 12,096,000 12,000,000 11,745,000 10,836,000 7,125,000 6,980,741 6,950,000 6,040,000 5,800,000 5,766,760 4,679,650 4,300,000 3,800,000 3,500,000 3,370,000 3,100,000 2,899,200 810,000 -

11,178,705,043 21,717,685,966 24,258,085,966 26,559,654,481 28,346,464,301 29,345,511,901 30,035,011,901 30,708,947,501 31,173,947,501 31,624,613,549 32,024,613,549 32,360,717,029 32,663,615,989 32,923,615,989 33,173,615,989 33,400,327,410

31.12 60.46 67.53 73.94 78.92 81.70 83.62 85.49 86.79 88.04

Estimasi Pekerjaan Cor Plat dan balok Spesikasi Balok + Plat K350 = K350 Panjang Balok + Plat = 580 m Volume Balok = 116 x 1.2 x Volume Plat = 580 x 0.3 x Volume Balok = 23 x 0.1 x

0.8 x 14 0.8 x

14 = = 14 =

1559 2436 25.984 4021

m3 m3 m3 + m3

Tinjauan Terhadap 1 bentang Balok = 1.2 x Plat = 5x % Balok =

0.8 x 14 x

14 = 0.3 =

13.44 m3 21 m3 + 34.44 m3

13.44 = 0.39 34.44 % Plat = 21 = 0.61 34.44 Perhitungan Koefisien ditinjau dari 1 bentang yaitu 5 x 14 m0.3

5.0 1.2

BALOK PLAT LANTAI THENOLYTH t=10mm

Koefisien Thenolyth Luas Bek. Balok Luas Bek. Plat Koefisien Balok

= = =

(

1.6 x 14 ) 5x 14.6 46.72 x 13.44 0.39

+

(

29.6

x =

0.8 73

) = m2

46.72 m2

0.8

SUPPORT LANTAI KAYU 2"X3"

=

1.36SKAPOLDING

Koefisien Balok Total Koef. Thenolyth

=

73 21 = (

x 1.36

0.61 +

= 2.12

2.12 ) x 0.5 = 1.7381 ( 2xpakai)PILAR

Koefisien Skapolding Kebutuhan 1 balok Volume Balok + Plat Koefisien Skapolding

= = =

16 buah 34.44 m3 16 = 1.1614402 34

Koefisien Support Lantai Kebutuhan 1 plat Volume Balok + Plat Koefisien Support Lantai

= = =

14 0.4 + 1= 34.44 m3 36 = 1.0452962 34.44

36 bh

Koefisien Kayu Bekesting Plat Bawah panjang 1 ptg Melintang n panjang 1 ptg Memanjang n Dinding samping Panjang kayu tegak n Panjang kayu miring n Panjang Kayu Datar n Panjang Total Keseluruhan Volume Volume Balok + Plat Koefisien Support Lantai

2.2 37 15 2

P.Total 81 30

0.8 74 0.9 74 29.6 3 = = = =

P.Total 118.4 66.6 88.8

385.2 m 1.4445 m3 34.44 m3 0.0419

14.0

BALOK THENOLYTH t=10mm0.3

THENOLYTH t=10mm

PLAT LANTAI

0.8

KAYU 2"X3"

SUPPORT LANTAI

BALOK

SUPPORT LANTAI KAYU 2"X3"

SKAPOLDING

PILAR PILAR SKAPOLDING

hitungan thenolith dan ska pol ding lantai

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