perhitungan rab

RENCANA ANGGARAN BIAYANO URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN MATERIAL + UPAH JUMLAH MATERIAL+UPAH Rp1,501,991.04 m3 m3

I 1 2 II 1 2 3 4 5 6 7 8 9

PEKERJAAN TANAH Galian tanah pondasi Urugan kembali sisi pondasi PEKERJAAN BETON lantai 1 Plat beton tebal 12 cm Plat leufel Beton sloof 25/30 cm Kolom struktur 50/50 cm Balok anak 40/20 cm Kolom 50/50 (pondasi) Balok struktur 40/60 cm Tangga Tiang bor TOTAL m3 m m m m m m m m m3 3 3 3 3 3 3 3 3

173.36 34.67

Rp6,900.00 Rp8,820.00

Rp1,196,184.00 Rp305,807.04 Rp1,087,422,307.16

66.46 10.47 18.78 25.2 13.5 5.1 60.09 5.38 71.78 81.6

Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00

Rp46,700,342.64 Rp7,358,412.60 Rp13,196,236.50 Rp17,707,410.00 Rp9,483,301.80 Rp3,583,642.50 Rp42,223,740.75 Rp3,778,283.48 Rp50,438,011.50 Rp57,338,280.00 Rp251,807,661.77

10 Kepala tiang bor

NO lantai 2 1 2 3 4 5 6

URAIAN PEKERJAAN

SAT

VOLUME

HARGA SATUAN MATERIAL + UPAH

JUMLAH MATERIAL+UPAH Rp46,700,342.64 Rp6,464,610.00 Rp19,112,760.00 Rp42,223,740.75 Rp9,483,301.80 Rp3,778,283.48 Rp127,763,038.67

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm Balok anak 40/20 cm Tangga TOTAL lantai 3

m3 m m m m m3 3 3 3 3

66.46 9.2 27.2 60.09 13.5 5.38

Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00

1 2 3 4 5 6

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm Balok anak 40/20 cm Tangga TOTAL lantai 4

m3 m m m m m3 3 3 3 3

66.46 9.2 27.2 60.09 13.5 5.72

Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00

Rp46,700,342.64 Rp6,464,610.00 Rp19,112,760.00 Rp42,223,740.75 Rp9,483,301.80 Rp4,016,841.64 Rp128,001,596.83

1 2 3 4

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok atap 40/60 cm TOTAL

m3 m m m2 3 3

66.46 9.2 27.2 24.24

Rp702,675.00 Rp702,675.00 Rp702,675.00 Rp702,675.00

Rp46,700,342.64 Rp6,464,610.00 Rp19,112,760.00 Rp17,032,842.00 Rp89,310,554.64

NO

URAIAN PEKERJAAN

SAT

VOLUME

HARGA SATUAN MATERIAL + UPAH

JUMLAH MATERIAL+UPAH Rp1,327,188,953.96

III PEKERJAAN PEMBESIAN lantai 1 1 2 3 4 5 6 7 8 Plat beton tebal 12 cm Plat leufel Beton sloof 25/30 cm Balok anak Kolom struktur dan pondasi 50/50 cm Tangga Tiang bor Kepala tiang bor TOTAL kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg 5373.77 1400.45 1562.12 257.22 499.54 12.33 247.63 5.53 539.05 40.45 233.20 101.12 6867.46 4723.06 4173.90 1819.43 Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp19,286.50 Rp19,286.50

Rp69,786,414.76 Rp18,186,928.34 Rp20,286,442.29 Rp3,340,439.48 Rp9,634,470.79 Rp160,148.22 Rp4,775,865.46 Rp71,774.31 Rp10,396,389.99 Rp525,277.95 Rp4,497,613.92 Rp1,313,194.88 Rp89,184,217.34 Rp61,336,049.86 Rp80,499,919.26 Rp35,090,513.84 Rp409,085,660.69

NO lantai 2 1 2 3 4

URAIAN PEKERJAAN

SAT

VOLUME

HARGA SATUAN MATERIAL + UPAH

JUMLAH MATERIAL+UPAH Rp69,786,414.76 Rp18,186,928.34 Rp4,739,607.06 Rp2,971,103.42 Rp7,133,844.91 Rp367,694.57 Rp7,915,908.63 Rp284,988.74 Rp113,365.65 Rp4,775,865.46 Rp71,774.31 Rp4,497,613.92 Rp1,313,194.88 Rp122,158,304.65

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm

kg kg kg kg kg kg kg kg kg

5373.77 1400.45 364.96 228.78 369.89 28.31 410.44 21.95 8.73 247.63 5.53 233.20 101.12

Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50

5 6

Balok anak Tangga TOTAL lantai 3

kg kg kg kg

1 2 3 4

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm

kg kg kg kg kg kg kg kg kg

5373.77 1400.45 364.96 228.78 394.55 28.31 410.44 21.95 8.73

Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp12,986.50

Rp69,786,414.76 Rp18,186,928.34 Rp4,739,607.06 Rp2,971,103.42 Rp7,609,434.57 Rp367,694.57 Rp7,915,908.63 Rp284,988.74 Rp113,365.65

NO 5 6 Balok anak Tangga TOTAL lantai 4 1 2

URAIAN PEKERJAAN

SAT kg kg kg kg

VOLUME 247.63 5.53 234.07 102.23

HARGA SATUAN MATERIAL + UPAH Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50

JUMLAH MATERIAL+UPAH Rp4,775,865.46 Rp71,774.31 Rp4,514,301.76 Rp1,327,557.95 Rp122,664,945.22

Kolom struktur 50/50 cm Balok Atap 40/60 cm

kg kg kg kg kg

456.2 26.3 508.7 32.3 10.5 365.0 228.8

Rp19,286.50 Rp12,986.50 Rp19,286.50 Rp12,986.50 Rp12,986.50 Rp12,986.50 Rp12,986.50

Rp8,798,408.72 Rp341,430.67 Rp9,811,952.87 Rp419,340.58 Rp136,243.97 Rp4,739,607.06 Rp2,971,103.42 Rp27,218,087.29 Rp914,264,914.46

3

Plat leufel TOTAL

kg kg

IV PEKERJAAN ATAP 1 Pas. Kuda - kuda 2 Asbes Gel. Mini EG/EF kg m2 7673.27 1342.97 Rp114,030.00 Rp29,250.00

Rp874,983,041.96 Rp39,281,872.50

NO

URAIAN PEKERJAAN

JUMLAH

I PEKERJAAN TANAH II PEKERJAAN BETON III PEKERJAAN ATAP A B SUB TOTAL JASA PEMBORONG TOTAL HARGA PER M2

1,501,991.04 1,087,422,307.16 914,264,914.46 Rp2,003,189,212.65 Rp200,318,921.27 Rp2,203,508,133.92 Rp29,380,108.45

ANALISA HARGA SATUANPERHITUNGAN MATERIAL / UPAH NO (a) I 1 PEKERJAAN TANAH m3 Rp6,900.00 tukang gali mandor pekerja mandor hr hr hr hr 0.1500 0.0150 0.1920 0.0190 Rp40,000.00 Rp60,000.00 Rp40,000.00 Rp60,000.00 Rp6,000.00 Rp900.00 Rp7,680.00 Rp1,140.00 URAIAN PEKERJAAN (b) HARGA SATUAN ( c ) = total ( i )+ total ( j ) ITEM (d) SAT. (e) KOEFISIEN (f) HARGA SATUAN MATERIAL UPAH (g) (h) BIAYA MATERIAL (i)=(f)x(g) UPAH (j)=(f)x(h)

Galian tanah pondasi

2

Urugan kembali sisi pondasi

m3

Rp8,820.00

II

PEKERJAAN

BETON m3 Rp702,675.00 - Beton K 200 pekerja Tk. Batu kasr Kep. Tukang Mandor m3 oh oh oh oh 1.0300 1.6500 0.2500 0.0250 0.0800 Rp600,000.00 Rp40,000.00 Rp50,000.00 Rp55,000.00 Rp60,000.00 Rp618,000.00 Rp66,000.00 Rp12,500.00 Rp1,375.00 Rp4,800.00

Beton Readymix K 200/m3

III PEKERJAAN PEMBESIAN besi polos Kg Rp12,986.50 - besi polos - kawat besi ulir Kg pekerja tukang besi kepala tukang mandor kg kg oh oh oh oh kg kg oh oh oh oh 1.0500 0.0150 0.0070 0.0070 0.0007 0.0003 1.0500 0.0150 0.0070 0.0070 0.0007 0.0003 Rp17,500.00 Rp15,000.00 Rp40,000.00 Rp50,000.00 Rp55,000.00 Rp60,000.00 Rp11,500.00 Rp15,000.00 Rp40,000.00 Rp50,000.00 Rp55,000.00 Rp60,000.00 Rp18,375.00 Rp225.00 Rp280.00 Rp350.00 Rp38.50 Rp18.00 Rp12,075.00 Rp225.00 Rp280.00 Rp350.00 Rp38.50 Rp18.00

Rp19,286.50 - besi ulir - kawat pekerja tukang besi kepala tukang mandor

IV PEKERJAAN 1

ATAP Kg Rp114,030.00 - baja siku - mata bor - baut - Plat Buhul - Gording kg bh bh Kg Kg 1.1 0.01 0.15 1.1 1.1 Rp15,300.00 Rp20,000.00 Rp1,000.00 Rp15,300.00 Rp15,300.00 Rp16,830.00 Rp200.00 Rp150.00 Rp16,830.00 Rp16,830.00

Pas. Kuda - kuda baja siku 40.40.5

- Ikatan Angin - Trekstang pekerja tukang besi kepala tukang besi mandor

Kg Kg oh oh oh oh

1.1 1.1 0.3 0.3 0.01 0.03

Rp15,300.00 Rp15,300.00 Rp40,000.00 Rp50,000.00 Rp55,000.00 Rp60,000.00

Rp16,830.00 Rp16,830.00 Rp12,000.00 Rp15,000.00 Rp550.00 Rp1,980.00

2

Pasang Asbes Gelombang

m2

Rp29,250.00

Asbes Gelombang pekerja mandor

m2 hr hr

1.1 0.15 0.01

Rp20,700.00 Rp40,000.00 Rp60,000.00

Rp22,770.00 Rp6,000.00 Rp480.00

TABEL VOLUME DETAILNo I1

URAIAN PEKERJAAN PEKERJAAN TANAH Galian Tanah Tiang bor Kepala Tiang bor Slof TOTAL

Volume m3 208.03 71.78 81.6 19.98 173.36 34.67 Volume m3

sat

m3 m3 m3 m3 m3 sat

2

Urugan kembali sisi pondasi ( 1/5 Galian ) URAIAN PEKERJAAN PEKERJAAN BETON lantai 1 Plat beton tebal 12 cm Plat leufel Beton sloof 25/30 cm Kolom struktur 50/50 cm Balok anak 40/20 cm Kolom 50/50 (pondasi) Balok struktur 40/60 cm Tangga Tiang bor TOTAL lantai 2

No II 1 2 3 4 5 6 7 8 9

66.46 10.47 18.78 25.2 13.5 5.1 60.09 5.38 71.78 81.6 358.36

m3 m3 m3 m3 m3 m3 m3

10 Kepala tiang bor

m3

1 2 3 4 5 6

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm Balok anak 40/20 cm Tangga TOTAL lantai 3

66.46 9.2 27.2 60.09 13.5 5.38 181.82

m3 m3 m3

m3

1 2 3 4 5 6

Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm Balok anak 40/20 cm Tangga TOTAL

66.46 9.2 27.2 60.09 13.5 5.72 182.16

m3 m3 m3

m3

No lantai 4 1 2 3 4

URAIAN PEKERJAAN Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok atap 40/60 cm TOTAL

Volume m3 66.46 9.2 27.2 24.24 127.1

sat m3 m3 m3 m3 Panjang (m) total berat (kg) 47100.15 5373.77 1400.45 1562.12 257.22 499.54 12.33 247.63 5.53 539.05 40.45 233.20 101.12 6867.46 4723.06 4173.90 1819.43 27856.26

No lantai 1 1 2 3 4 5 6 7 8

URAIAN PEKERJAAN

Keterangan (mm)

III PEKERJAAN PEMBESIAN Plat beton tebal 12 cm Plat leufel Beton sloof 25/30 cm Balok anak Kolom struktur dan pondasi 50/50 cm Tangga Tiang bor Kepala tiang bor TOTAL lantai 2 1 2 3 4 Plat beton tebal 12 cm Plat leufel Kolom struktur 50/50 cm Balok struktur 40/60 cm besi polos besi polos besi polos besi polos besi ulir besi polos besi ulir besi polos besi polos 5 6 Balok anak Tangga TOTAL besi ulir besi polos besi ulir besi polos 10 8 10 8 25 8 16