Rab Dan Analisa Type 36 coy

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UANG MUKA 0% JUMLAH BULAN TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%) a b c d e f g h j k input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100% 5 60 ### - ### ### ### ### ### 33.438% 10 120 ### - ### ### ### ### ### 78.512% 15 180 ### - ### ### ### ### ### 139.653% UANG MUKA 10% JUMLAH BULAN TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%) a b c d e f g h j k input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100% 5 60 ### ### ### ### ### ### ### 30.099% 10 120 ### ### ### ### ### ### ### 71.157% 15 180 ### ### ### ### ### ### ### 125.702% UANG MUKA 20% JUMLAH BULAN TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%) a b c d e f g h j k input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100% 5 60 ### ### 96,800,000.00 ### ### ### ### 26.760% 10 120 ### ### 96,800,000.00 ### ### ### ### 63.306% 15 180 ### ### 96,800,000.00 ### ### ### ### 111.752% UANG MUKA 30% JUMLAH BULAN TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%) a b c d e f g h j k input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100% 5 60 ### ### 84,700,000.00 ### ### ### ### 23.421% 10 120 ### ### 84,700,000.00 ### ### ### ### 55.355% 15 180 ### ### 84,700,000.00 ### ### ### ### 97.653% JANGKA WAKTU KREDIT (Thn) HARGA RUMAH (Rp) UANG MUKA (Rp) SISA ANGSURAN (Rp) ANG./BLN (Rp) TOTAL ANG+ BUNGA. (Rp) JANGKA WAKTU KREDIT (Thn) HARGA RUMAH (Rp) UANG MUKA (Rp) SISA ANGSURAN (Rp) ANG./BLN (Rp) TOTAL ANG+ BUNGA. (Rp) JANGKA WAKTU KREDIT (Thn) HARGA RUMAH (Rp) UANG MUKA (Rp) SISA ANGSURAN (Rp) ANG./BLN (Rp) TOTAL ANG+ BUNGA. (Rp) JANGKA WAKTU KREDIT (Thn) HARGA RUMAH (Rp) UANG MUKA (Rp) SISA ANGSURAN (Rp) ANG./BLN (Rp) TOTAL ANG+ BUNGA. (Rp)

description

rab sderhana untuk rumah type 36

Transcript of Rab Dan Analisa Type 36 coy

Page 1: Rab Dan Analisa Type 36 coy

UANG MUKA 0%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 121,000,000.00 - 121,000,000.00 2,691,000.00 161,460,000.00 161,460,000.00 40,460,000.00 33.438%

10 120 121,000,000.00 - 121,000,000.00 1,800,000.00 216,000,000.00 216,000,000.00 95,000,000.00 78.512%

15 180 121,000,000.00 - 121,000,000.00 1,611,000.00 289,980,000.00 289,980,000.00 168,980,000.00 139.653%

UANG MUKA 10%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 121,000,000.00 12,100,000.00 108,900,000.00 2,422,000.00 145,320,000.00 157,420,000.00 36,420,000.00 30.099%

10 120 121,000,000.00 12,100,000.00 108,900,000.00 1,625,000.00 195,000,000.00 207,100,000.00 86,100,000.00 71.157%

15 180 121,000,000.00 12,100,000.00 108,900,000.00 1,450,000.00 261,000,000.00 273,100,000.00 152,100,000.00 125.702%

UANG MUKA 20%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 121,000,000.00 24,200,000.00 96,800,000.00 2,153,000.00 129,180,000.00 153,380,000.00 32,380,000.00 26.760%

10 120 121,000,000.00 24,200,000.00 96,800,000.00 1,445,000.00 173,400,000.00 197,600,000.00 76,600,000.00 63.306%

15 180 121,000,000.00 24,200,000.00 96,800,000.00 1,289,000.00 232,020,000.00 256,220,000.00 135,220,000.00 111.752%

UANG MUKA 30%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 121,000,000.00 36,300,000.00 84,700,000.00 1,884,000.00 113,040,000.00 149,340,000.00 28,340,000.00 23.421%

10 120 121,000,000.00 36,300,000.00 84,700,000.00 1,264,000.00 151,680,000.00 187,980,000.00 66,980,000.00 55.355%

15 180 121,000,000.00 36,300,000.00 84,700,000.00 1,127,000.00 202,860,000.00 239,160,000.00 118,160,000.00 97.653%

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

Page 2: Rab Dan Analisa Type 36 coy

UANG MUKA 0%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 102,050,000.00 - 102,050,000.00 2,269,558.26 136,173,495.87 136,173,495.87 34,123,495.87 33.438%

10 120 102,050,000.00 - 102,050,000.00 1,518,099.17 182,171,900.83 182,171,900.83 80,121,900.83 78.512%

15 180 102,050,000.00 - 102,050,000.00 1,358,698.76 244,565,776.86 244,565,776.86 142,515,776.86 139.653%

UANG MUKA 10%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 102,050,000.00 10,205,000.00 91,845,000.00 2,042,686.78 122,561,206.61 132,766,206.61 30,716,206.61 30.099%

10 120 102,050,000.00 10,205,000.00 91,845,000.00 1,370,506.20 164,460,743.80 174,665,743.80 72,615,743.80 71.157%

15 180 102,050,000.00 10,205,000.00 91,845,000.00 1,222,913.22 220,124,380.17 230,329,380.17 128,279,380.17 125.702%

UANG MUKA 20%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 102,050,000.00 20,410,000.00 81,640,000.00 1,815,815.29 108,948,917.36 129,358,917.36 27,308,917.36 26.760%

10 120 102,050,000.00 20,410,000.00 81,640,000.00 1,218,696.28 146,243,553.72 166,653,553.72 64,603,553.72 63.306%

15 180 102,050,000.00 20,410,000.00 81,640,000.00 1,087,127.69 195,682,983.47 216,092,983.47 114,042,983.47 111.752%

UANG MUKA 30%

TOTAL ANG. (Rp) SELISIH (Rp) BUNGA (%)

a b c d e f g h j k

input a x 12 bulan input 0% x c c - d input b x f d + g h - c j / c x 100%

5 60 102,050,000.00 30,615,000.00 71,435,000.00 1,588,943.80 95,336,628.10 125,951,628.10 23,901,628.10 23.421%

10 120 102,050,000.00 30,615,000.00 71,435,000.00 1,066,042.98 127,925,157.02 158,540,157.02 56,490,157.02 55.355%

15 180 102,050,000.00 30,615,000.00 71,435,000.00 950,498.76 171,089,776.86 201,704,776.86 99,654,776.86 97.653%

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

JANGKA WAKTU KREDIT (Thn)

JUMLAH BULAN

HARGA RUMAH (Rp)

UANG MUKA (Rp)

SISA ANGSURAN (Rp)

ANG./BLN (Rp)

TOTAL ANG+ BUNGA. (Rp)

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RENCANA ANGGARAN BIAYA RUMAH 40/154

NO Uraian Satuan Volume Harga Total (Rp)

A Pekerjaan pendahuluan

1. Membersihkan area 154 1,600.00 246,400.00

2. Mobilisasi dan demobilisasi Ls 1 400,000.00 400,000.00

3. Pembuatan Jalan sementara 145.2 6,882.50 999,339.00

4. Pengukuran dan pemasangan bouwplank m' 43 2,956.50 127,129.50

5. Pembuatan gudang material 80 4,660.60 372,848.00

Total biaya 2,145,716.50

B Pekerjaan Pondasi

1. Galian Tanah Pondasi 17.028 22,400.00 381,427.20

2. Urugan Pasir Bawah Pondasi 3.44 75,600.00 260,064.00

3. Pondasi Batu gunung 10.32 337,972.50 3,487,876.20

4. Urugan tanah kembali 6.708 10,740.00 72,043.92

Total biaya 4,201,411.32

C Pekerjaan beton bertulang

1. Beton campuran 1 Pc ; 2 Ps ; 3 Kr 4.186 493,400.00 2,065,372.40

2. Pembesian kg 464.014 8,960.25 4,157,681.44

Total biaya 6,223,053.84

D Pekerjaan dinding dan plesteran

1. Pasangan dinding batu bata 122.286 86,091.00 10,527,724.03

2. Luas plesteran 237.862 35,738.00 8,500,712.16

Total biaya 19,028,436.18

E Pekerjaan kap dan atap

1. Pekerjaan kuda-kuda 6/12 kelas II 0.854 2,337,750.00 1,996,438.50

2. Pekerjaan reng 4/6 kelas II 80 31,200.00 2,496,000.00

3. Pekerjaan atap multiroof 80 71,160.00 5,692,800.00

4. Pekerjaan listplank 2/30 kelas II 10.282 71,000.00 730,022.00

5. Pekerjaan nok multiroof m' 9.67 23,430.00 226,568.10

Total biaya 11,141,828.60

F Pekerjaan lantai

1. Pekerjaan tanah di bawah lantai 6.023 28,000.00 168,644.00

2. Pekerjaan rabat beton 35.93 77,240.00 2,775,233.20

3. Pasangan tegel 30x30 35.93 81,955.63 2,944,665.90

Total biaya 5,888,543.10

G Pekerjaan kusen & pemasangan pintu dan jendela

1. Pekerjaan Kusen pintu & jendela 0.488 2,868,000.00 1,399,584.00

2. Pemasangan pintu kayu borneo 7.545 265,500.00 2,003,197.50

3. Pemasangan pintu PVC unit 1 388,750.00 388,750.00

4. Pemasangan jendela kaca 10.881 216,900.00 2,360,088.90

5. Pemasangan Engsel pintu dan jendela unit 5 23,695.00 118,475.00

6. Pemasangan Hak angin jendela unit 5 15,445.00 77,225.00

7. Pemasangan grendel jendela unit 5 6,630.00 33,150.00

8. Pemasangan kunci pintu unit 5 78,400.00 392,000.00

Total biaya 6,772,470.40

H Pekerjaan plafond

1. Pekerjaan plafond dan rangka 47.385 86,765.00 4,111,359.53

Harga Satuan (Rp)

m2

m2

m2

m3

m3

m3

m3

m3

m2

m2

m3

m2

m2

m2

m3

m2

m2

m3

m2

m2

m2

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Total biaya 4,111,359.53

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I Pekerjaan kamar mandi

1. Pemasangan tegel 20x20 10.55 143,659.50 1,515,607.73

2. Pemasangan kloset jongkok unit 1 554,750.00 554,750.00

3. Pemasangan dinding bata bak mandi 0.91 86,091.00 78,342.81

Total biaya 2,148,700.54

J Pekerjaan septick tank dan resapan

1. Satu unit septicktank dan resapan unit 1 2,507,180.70 2,507,180.70

Total biaya 2,507,180.70

K Pekerjaan pengecatan

1. Pengecatan dinding 237.862 9,893.00 2,353,168.77

2. Pengecatan plafond 47.385 11,659.95 552,506.73

3. Pengecatan kusen 5.5278 11,659.95 64,453.87

4. Pengecatan listplank 10.282 11,659.95 119,887.61

Total biaya 3,090,016.97

L Pekerjaan saluran samping rumah

1. Pekerjaan saluran pinggir bangunan m' 22.031 43,410.00 956,365.71

Total biaya 956,365.71

M Pekerjaan Drainase perumahan

1. Galian drainase 6.72 22,400.00 150,528.00

2. Pasangan batu kali 4.32 337,972.50 1,460,041.20

3. Plesteran dan lining 16.8 35,738.00 600,398.40

Total biaya 2,210,967.60

N Pekerjaan instalasi listrik

1. Pemasukan dan pemasangan listrik Ls 1 6,000,000.00 6,000,000.00

Total biaya 6,000,000.00

O Pekerjaan Instalasi PDAM

1. Pemasukan PDAM Ls 1 1,500,000.00 1,500,000.00

3. Pemasangan kran air bh 3 7,500.00 22,500.00

Total biaya 1,522,500.00

P Pekerjaan Dapur

1. Pekerjaan Meja (beton 7 cm) 0.08988 493,400.00 44,346.79

2. Pembesian kg 7.1904 8,960.25 64,427.78

3. Pemasangan batu bata 1.44 86,091.00 123,971.04

4. Plesteran batu bata 2.88 35,738.00 102,925.44

4. Pemasangan tegel 20x20 1.498 143,659.50 215,201.93

5. Pemasangan Wastafel stainless bh 1 389,820.00 389,820.00

Total biaya 940,692.98

Q Pembersihan

1. Pembersihan Ls 1

Total biaya -

TOTAL 78,889,243.97

m2

m2

m2

m2

m2

m2

m3

m3

m2

m3

m2

m2

m2

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NO Uraian Harga Total (Rp) Bobot (%)

A Pekerjaan pendahuluan 2,145,716.50 2.72

B Pekerjaan Pondasi 4,201,411.32 5.33

C Pekerjaan beton bertulang 6,223,053.84 7.89

D Pekerjaan dinding dan plesteran 19,028,436.18 24.12

E Pekerjaan kap dan atap 11,141,828.60 14.12

F Pekerjaan lantai 5,888,543.10 7.46

G Pekerjaan kusen & pemasangan pintu dan jendela 6,772,470.40 8.58

H Pekerjaan plafond 4,111,359.53 5.21

I Pekerjaan kamar mandi 2,148,700.54 2.72

J Pekerjaan septick tank dan resapan 2,507,180.70 3.18

K Pekerjaan pengecatan 3,090,016.97 3.92

L Pekerjaan saluran samping rumah 956,365.71 1.21

M Pekerjaan Drainase perumahan 2,210,967.60 2.80

N Pekerjaan instalasi listrik 6,000,000.00 7.61

O Pekerjaan Instalasi PDAM 1,522,500.00 1.93

P Pekerjaan Dapur 940,692.98 1.19

Q Pembersihan - 0.00

TOTAL 78,889,243.97 100

NO Uraian Harga Total (Rp) 50 UNIT

Harga Tanah 13,860,000.00 693,000,000.00

A Pekerjaan pendahuluan 2,145,716.50

B Pekerjaan Pondasi 4,201,411.32

C Pekerjaan beton bertulang 6,223,053.84

D Pekerjaan dinding dan plesteran 19,028,436.18

E Pekerjaan kap dan atap 11,141,828.60

F Pekerjaan lantai 5,888,543.10

G Pekerjaan kusen & pemasangan pintu dan jendela 6,772,470.40

H Pekerjaan plafond 4,111,359.53

I Pekerjaan kamar mandi 2,148,700.54

J Pekerjaan septick tank dan resapan 2,507,180.70

K Pekerjaan pengecatan 3,090,016.97

L Pekerjaan saluran samping rumah 956,365.71

M Pekerjaan Drainase perumahan 2,210,967.60

N Pekerjaan instalasi listrik 6,000,000.00

O Pekerjaan Instalasi PDAM 1,522,500.00

P Pekerjaan Dapur 940,692.98

Q Pembersihan -

TOTAL 92,749,243.97

PPN 10 % 9,274,924.40

IMB -

TOTAL 102,050,000.00

Page 7: Rab Dan Analisa Type 36 coy

XV. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK

01. 1 m Pasangan Titik Cahaya, Lampu, Saklar & Stop Kontak

1.0000 bh Lampu Pijar 40 Watt @Rp. 7,150.00 Rp. 7,150.00

1.0000 bh Lampu TL 20 Watt @Rp. 49,500.00 Rp. 49,500.00

1.0000 bh Lampu Mercury 240 watt @Rp. 2,000,000.00 Rp. 2,000,000.00

1.0000 bh Saklar Tunggal @Rp. 11,000.00 Rp. 11,000.00

1.0000 bh Saklar Ganda @Rp. 15,400.00 Rp. 15,400.00

1.0000 bh Stop Kontak @Rp. 9,350.00 Rp. 9,350.00

1.0000 bh Titik Lampu @Rp. 27,500.00 Rp. 27,500.00

1.0000 bh Sekring Kast Arde 3 Group @Rp. 110,000.00 Rp. 110,000.00

0.2500 hr Tukang @Rp. 55,000.00 Rp. 13,750.00

Lampu Pijar 40 Watt Rp. 20,900.00

Lampu TL 20 Watt Rp. 63,250.00

Lampu Mercury 240 watt Rp. 2,013,750.00

Saklar Tunggal Rp. 24,750.00

Saklar Ganda Rp. 29,150.00

Titik Lampu Rp. 41,250.00

Stop Kontak Rp. 23,100.00

Sekring Kast Arde 3 G. Rp. 123,750.00

02. 1 m Pasangan Instalasi Listrik

0.2500 m' Pipa dia- 5/8 inc @Rp. 4,000.00 Rp 1,000.00

0.2500 m' Pipa dia- 3/4 inc @Rp. 8,500.00 Rp 2,125.00

0.2500 m' Pipa dia- 1 inc @Rp. 13,500.00 Rp 3,375.00

0.2500 m' Pipa dia- 1 1/2 inc @Rp. 16,500.00 Rp 4,125.00

0.1000 m' Kabel T. NYK 1 & 2.1/2 mm @Rp. 75,000.00 Rp 7,500.00

0.1000 m' Kabel T. NYY 1 & 2.1/2 mm @Rp. 130,000.00 Rp 13,000.00

0.2500 hr Tukang @Rp. 55,000.00 Rp 13,750.00

Pipa dia- 5/8'' K.NYK Rp 14,750.00

Pipa dia- 3/4'' K.NYK Rp 15,875.00

Pipa dia- 1'' K. NYK Rp 17,125.00

Pipa dia- 1 1/2'' K. NYK Rp 17,875.00

Kabel T. NYK 1 & 2.1/2 mm Rp 21,250.00

Kabel T. NYY 1 & 2.1/2 mm Rp 26,750.00

XVI. ANALISA BIAYA PEKERJAAN TAMBAHAN

1 m Pasangan Saluran Pinggir Bangunan

1.0500 bh Buis beton 1/2 dia 20 @Rp. 5,000.00 Rp. 5,250.00

10.0000 kg PC. @Rp. 1,200.00 Rp. 12,000.00

0.0500 M3 Pasir pasang @Rp. 55,000.00 Rp. 2,750.00

0.1200 oh Pekerja @Rp. 50,000.00 Rp. 6,000.00

0.2500 oh Tukang batu @Rp. 55,000.00 Rp. 13,750.00

0.0490 oh Kepala tukang batu @Rp. 60,000.00 Rp. 2,940.00

0.0120 oh Mandor @Rp. 60,000.00 Rp. 720.00

Rp. 43,410.00

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1 m Pagar BRC1.0000 M1 Pagar BRC @Rp. 265,000.00 Rp. 265,000.00 0.1500 M3 Batu kali @Rp. 60,000.00 Rp. 9,000.00 1.0000 buah Tiang BRC @Rp. 175,000.00 Rp. 175,000.00 9.0000 kg PC. @Rp. 1,200.00 Rp. 10,800.00 0.0400 M3 Pasir pasang @Rp. 55,000.00 Rp. 2,200.00 0.1500 oh Pekerja @Rp. 50,000.00 Rp. 7,500.00 0.1500 oh Tukang batu @Rp. 55,000.00 Rp. 8,250.00 0.0300 oh Kepala tukang batu @Rp. 60,000.00 Rp. 1,800.00 0.0100 oh Mandor @Rp. 60,000.00 Rp. 600.00

Rp. 480,150.00

1.0500 M2 Interblok/paving abu-abu @Rp. 3,000.00 Rp. 3,150.00 1.0000 ls Alat bantu @Rp. 1,500.00 Rp. 1,500.00 0.1300 M3 Pasir pasang @Rp. 55,000.00 Rp. 7,150.00 0.2000 oh Pekerja @Rp. 50,000.00 Rp. 10,000.00 0.2000 oh Tukang batu @Rp. 55,000.00 Rp. 11,000.00 0.0600 oh Kepala tukang batu @Rp. 60,000.00 Rp. 3,600.00 0.0150 oh Mandor @Rp. 60,000.00 Rp. 900.00

Rp. 37,300.00

1 Unit Pasangan Septik Tank + Resapan / Kolam Limbah

22.4780 m3 Galian Tanah @Rp. 22,400.00 Rp. 503,507.20

4.3200 m2 Pas. Batu Bata @Rp. 181,475.00 Rp. 783,972.00

2.3500 m3 Pasir pasangan @Rp. 55,000.00 Rp. 129,250.00

0.4500 m3 Beton Cor Tebal 10 cm @Rp. 701,325.00 Rp. 315,596.25

7.0000 m' Pas. Pipa dia-2" @Rp. 32,125.75 Rp. 224,880.25

2.2500 m3 Chipping / Kerikil @Rp. 107,500.00 Rp. 241,875.00

0.6000 m3 Tanah Urugan @Rp. 66,000.00 Rp. 39,600.00

1.8000 m3 Batu Koral @Rp. 107,500.00 Rp. 193,500.00

0.6000 m3 Ijuk @Rp. 25,000.00 Rp. 15,000.00

1.0000 oh Mandor @Rp. 60,000.00 Rp. 60,000.00 Rp. 2,507,180.70

0.075

13.3333333333

1 m2 Pekerasan Halaman Dengan Paving Blok

Page 9: Rab Dan Analisa Type 36 coy

9

XIV. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN

01.

0.0500 kg Soda api @Rp. 20,000.00 Rp. 1,000.00

0.1500 oh Pekerja @Rp. 50,000.00 Rp. 7,500.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 8,650.00

02.

0.0500 kg Sabun @Rp. 15,000.00 Rp. 750.00

0.1500 oh Pekerja @Rp. 50,000.00 Rp. 7,500.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 8,400.00

03.

0.0500 kg Sabun @Rp. 15,000.00 Rp. 750.00

0.1500 oh Pekerja @Rp. 50,000.00 Rp. 7,500.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 8,400.00

04.

0.0500 kg Sabun @Rp. 15,000.00 Rp. 750.00

0.1500 oh Pekerja @Rp. 50,000.00 Rp. 7,500.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 8,400.00

05.

dgn tkt kebersihan Sa 2 1/2

40.0000 kg Pasir silika @Rp. 65,000.00 Rp. 2,600,000.00

10.0000 ltr BBM @Rp. 3,000.00 Rp. 30,000.00

1.6000 oh Pekerja @Rp. 50,000.00 Rp. 80,000.00

1.6000 oh Tukang cat @Rp. 55,000.00 Rp. 88,000.00

0.8000 oh Kepala tukang @Rp. 60,000.00 Rp. 48,000.00

0.5000 oh Mandor @Rp. 60,000.00 Rp. 30,000.00

sewa per hari Kompresor, blasting pot, @Rp. 20,000.00

selang dan nozzle Rp. 20,000.00

Rp. 2,896,000.00

06.

0.0800 kg Dempul jadi @Rp. 14,500.00 Rp. 1,160.00

0.0200 Ltr Minyak cat @Rp. 3,850.00 Rp. 77.00

0.0100 kg Batu apung @Rp. 17,500.00 Rp. 175.00

0.0400 oh Pekerja @Rp. 50,000.00 Rp. 2,000.00

0.0400 oh Tukang cat @Rp. 55,000.00 Rp. 2,200.00

0.0040 oh Kepala tukang @Rp. 60,000.00 Rp. 240.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 6,002.00

07.

0.1500 kg Plamir @Rp. 18,150.00 Rp. 2,722.50

0.1700 kg Cat dasar @Rp. 18,535.00 Rp. 3,150.95

0.1700 kg Cat penutup @Rp. 30,800.00 Rp. 5,236.00

0.0700 oh Pekerja @Rp. 50,000.00 Rp. 3,500.00

0.0750 oh Tukang cat @Rp. 55,000.00 Rp. 4,125.00

0.0075 oh Kepala tukang @Rp. 60,000.00 Rp. 450.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 19,334.45

1 m2 mengikis/mengerok permukaan cat tembok lama

1 m2 mencuci bidang permukaan tembok yang pernah dicat

1 m2 mengerok karat cat lama permukaan baja dengan cara manual

1 m2 menyabun permukaan tembok lama

1 m2 mengerok karat/cat lama perm. baja dgn pancar pasir (sanblasting)

1 m2 mendempul dan menggosok kayu

1 m2 pengecatan bidang kayu lama

Page 10: Rab Dan Analisa Type 36 coy

10

08.

0.2000 kg Cat meni @Rp. 18,535.00

0.1500 kg Plamir @Rp. 18,150.00

0.1700 kg Cat dasar @Rp. 18,535.00 Rp. 3,150.95

0.2600 kg Cat penutup 2 kali @Rp. 30,800.00 Rp. 4,004.00

0.0700 oh Pekerja @Rp. 50,000.00 Rp. 3,500.00

0.0090 oh Tukang cat @Rp. 55,000.00 Rp. 495.00

0.0060 oh Kepala tukang @Rp. 60,000.00 Rp. 360.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 11,659.95

09.

0.2000 Ltr Cat meni @Rp. 3,850.00 Rp. 770.00

0.1500 kg Plamir @Rp. 18,150.00 Rp. 2,722.50

0.1700 kg Cat dasar @Rp. 18,535.00 Rp. 3,150.95

0.3500 kg Cat penutup 3 kali @Rp. 30,800.00 Rp. 10,780.00

0.0700 oh Pekerja @Rp. 50,000.00 Rp. 3,500.00

0.1050 oh Tukang cat @Rp. 55,000.00 Rp. 5,775.00

0.0040 oh Kepala tukang @Rp. 60,000.00 Rp. 240.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 27,088.45

10.

0.3600 ltr Teak oil @Rp. 25,900.00 Rp. 9,324.00

0.0400 oh Pekerja @Rp. 50,000.00 Rp. 2,000.00

0.0630 oh Tukang cat @Rp. 55,000.00 Rp. 3,465.00

0.0630 oh Kepala tukang @Rp. 60,000.00 Rp. 3,780.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 18,719.00

11.

0.1500 ltr Politur @Rp. 22,500.00 Rp. 3,375.00

0.3720 ltr Politur jadi @Rp. 22,500.00 Rp. 8,370.00

2.0000 lbr Ampelas @Rp. 4,500.00 Rp. 9,000.00

0.0600 oh Tukang cat @Rp. 55,000.00 Rp. 3,300.00

0.0160 oh Kepala tukang @Rp. 60,000.00 Rp. 960.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 25,155.00

12.

0.3500 ltr Residu atau ter @Rp. 7,000.00 Rp. 2,450.00

0.1000 oh Pekerja @Rp. 50,000.00 Rp. 5,000.00

0.0060 oh Mandor @Rp. 60,000.00 Rp. 360.00

Rp. 7,810.00

13.

0.1500 ltr Vernis/Politur @Rp. 22,500.00 Rp. 3,375.00

0.0500 kg Dempul @Rp. 14,500.00 Rp. 725.00

0.1000 lbr Ampelas @Rp. 7,000.00 Rp. 700.00

0.0100 bh Kuas @Rp. 7,500.00 Rp. 75.00

0.1600 oh Pekerja @Rp. 50,000.00 Rp. 8,000.00

0.1600 oh Tukang cat @Rp. 55,000.00 Rp. 8,800.00

0.0160 oh Kepala tukang @Rp. 60,000.00 Rp. 960.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 22,785.00

1 m2 pengecatan bidang kayu baru (1 lapis plamir),1 lapis cat dasar,2 lapis cat penutup

1 m2 pengecatan bidang kayu baru (1 lapis plamir),1 lapis cat dasar,3 lapis cat penutup

1 m2 pelaburan bidang kayu dengan teak oil

1 m2 pelaburan bidang kayu dengan politur

1 m2 pelaburan bidang kayu dengan cat residu dan ter

1 m2 pelaburan bidang kayu dengan vernis

Page 11: Rab Dan Analisa Type 36 coy

11

14.

0.1000 kg Plamir @Rp. 18,150.00

0.1000 kg Cat dasar @Rp. 16,500.00 Rp. 1,650.00

0.2600 kg Cat penutup 2 kali @Rp. 12,500.00 Rp. 3,250.00

0.0200 oh Pekerja @Rp. 50,000.00 Rp. 1,000.00

0.0630 oh Tukang cat @Rp. 55,000.00 Rp. 3,465.00

0.0063 oh Kepala tukang @Rp. 60,000.00 Rp. 378.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 9,893.00

15.

0.1200 kg Cat dasar @Rp. 16,500.00 Rp. 1,980.00

0.1800 kg Cat penutup 2 kali @Rp. 39,050.00 Rp. 7,029.00

0.0280 oh Pekerja @Rp. 50,000.00 Rp. 1,400.00

0.0420 oh Tukang cat @Rp. 55,000.00 Rp. 2,310.00

0.0042 oh Kepala tukang @Rp. 60,000.00 Rp. 252.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 13,121.00

16.

0.1000 kg Kalkarium @Rp. Rp. -

0.0280 oh Pekerja @Rp. 50,000.00 Rp. 1,400.00

0.0420 oh Tukang cat @Rp. 55,000.00 Rp. 2,310.00

0.0042 oh Kepala tukang @Rp. 60,000.00 Rp. 252.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 4,112.00

17.

0.1000 Lbr Ampelas @Rp. 4,500.00 Rp. 450.00

0.2500 ikat Alang-alang @Rp. 5,000.00 Rp. 1,250.00

0.0020 Perancah kayu @Rp. #REF! #REF!

0.1500 kg Kapur sirih @Rp. Rp. -

0.1500 oh Pekerja @Rp. 50,000.00 Rp. 7,500.00

0.0010 oh Tukang cat @Rp. 55,000.00 Rp. 55.00

0.0001 oh Kepala tukang @Rp. 60,000.00 Rp. 6.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

#REF!

18.

0.0020 Perancah kayu @Rp. #REF! #REF!

0.3000 kg Kapur sirih @Rp. Rp. -

0.0400 oh Pekerja @Rp. 50,000.00 Rp. 2,000.00

0.0050 oh Tukang cat @Rp. 55,000.00 Rp. 275.00

0.0005 oh Kepala tukang @Rp. 60,000.00 Rp. 30.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

#REF!

19.

1.2000 Wall paper @Rp. 32,500.00 Rp. 39,000.00

0.2000 kg Perekat @Rp. 8,000.00 Rp. 1,600.00

0.0200 oh Pekerja @Rp. 50,000.00 Rp. 1,000.00

0.2000 oh Tukang cat @Rp. 55,000.00 Rp. 11,000.00

0.0020 oh Kepala tukang @Rp. 60,000.00 Rp. 120.00

0.0025 oh Mandor @Rp. 60,000.00 Rp. 150.00

Rp. 52,870.00

1 m2 pengecatan tembok baru (1 lapis plamir,1 lapis cat dasar,2 lapis cat penutup)

1 m2 pengecatan tembok lama (1 lapis cat dasar,2 lapis cat penutup)

1 m2 melabur tembok dengan kalkarium

1 m2 melabur tembok dengan kapur sirih

m2

1 m2 melabur tembok lama dengan kapur sirih (untuk pemeliharaan)

m2

1 m2 pemasangan wall paper

m3

Page 12: Rab Dan Analisa Type 36 coy

12

20.

0.1000 kg Meni besi @Rp. 18,535.00 Rp. 1,853.50

0.0100 bh Kuas @Rp. 7,500.00 Rp. 75.00

0.0200 oh Pekerja @Rp. 50,000.00 Rp. 1,000.00

0.2000 oh Tukang cat @Rp. 55,000.00 Rp. 11,000.00

0.0200 oh Kepala tukang @Rp. 60,000.00 Rp. 1,200.00

0.0100 oh Mandor @Rp. 60,000.00 Rp. 600.00

Rp. 15,728.50

21.

0.1000 kg Meni besi @Rp. 18,535.00 Rp. 1,853.50

0.0100 bh Kuas @Rp. 7,500.00 Rp. 75.00

0.0020 Perancah kayu @Rp. #REF! #REF!

0.2500 oh Pekerja @Rp. 50,000.00 Rp. 12,500.00

0.2250 oh Tukang cat @Rp. 55,000.00 Rp. 12,375.00

0.0225 oh Kepala tukang @Rp. 60,000.00 Rp. 1,350.00

0.0075 oh Mandor @Rp. 60,000.00 Rp. 450.00

#REF!

22.

sistem 4 lapis cat konvensional, tebal 200 um

0.1000 kg Meni (read lead) A @Rp. 18,535.00 Rp. 1,853.50

0.1000 kg Meni (read lead) B @Rp. 18,535.00 Rp. 1,853.50

0.0400 kg Aluminium C @Rp. 9,625.00 Rp. 385.00

0.0400 kg Aluminium B @Rp. 11,250.00 Rp. 450.00

0.0100 ltr Pengencer @Rp. 25,900.00 Rp. 259.00

0.0020 Perancah kayu @Rp. #REF! #REF!

0.0060 oh Pekerja @Rp. 50,000.00 Rp. 300.00

0.0060 oh Tukang cat @Rp. 55,000.00 Rp. 330.00

0.0225 oh Kepala tukang @Rp. 60,000.00 Rp. 1,350.00

0.0075 oh Mandor @Rp. 60,000.00 Rp. 450.00

#REF!

23.

sistem 1 lapis cat mutakhir, tebal 200 um

0.3000 kg Cat @Rp. 30,800.00 Rp. 9,240.00

0.0060 oh Pekerja @Rp. 50,000.00 Rp. 300.00

0.0600 oh Tukang cat @Rp. 55,000.00 Rp. 3,300.00

0.0120 oh Kepala tukang @Rp. 60,000.00 Rp. 720.00

0.0060 oh Mandor @Rp. 60,000.00 Rp. 360.00

Rp. 13,920.00

24.

sistem 3 lapis cat konvensional, tebal 200 um

0.1100 kg Cat dasar @Rp. 18,535.00 Rp. 2,038.85

0.1700 kg Cat antara @Rp. 7,000.00 Rp. 1,190.00

0.0800 kg Cat penutup @Rp. 30,800.00 Rp. 2,464.00

0.5000 oh Pekerja @Rp. 50,000.00 Rp. 25,000.00

0.8000 oh Tukang cat @Rp. 55,000.00 Rp. 44,000.00

0.3000 oh Kepala tukang @Rp. 60,000.00 Rp. 18,000.00

0.2000 oh Mandor @Rp. 60,000.00 Rp. 12,000.00

Rp. 104,692.85

1 m2 pengecatan permukaan baja dengan meni besi

1 m2 pengecatan permukaan baja dengan meni besi dan perancah

m3

1 m2 pengecatan permukaan baja lapis seng (galbani) scr manual

m3

1 m2 pengecatan permukaan baja lapis seng (galbani) scr manual

1 m2 pengecatan permukaan baja lapis seng (galbani) scr manual

Page 13: Rab Dan Analisa Type 36 coy

13

25.

(airless spray) dgn sistem 1 lapis cat mutakhir, tebal 200 um

0.3000 kg Cat dasar @Rp. 18,535.00 Rp. 5,560.50

0.4000 oh Pekerja @Rp. 50,000.00 Rp. 20,000.00

0.7000 oh Tukang cat @Rp. 55,000.00 Rp. 38,500.00

0.2000 oh Kepala tukang @Rp. 60,000.00 Rp. 12,000.00

0.2000 oh Mandor @Rp. 60,000.00 Rp. 12,000.00

Rp. 88,060.50

1 m2 pengecatan permukaan baja lapis seng (galbani) scr semprot

Page 14: Rab Dan Analisa Type 36 coy

XIII. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI

01.

6.6300 bh Ubin abu-abu 40 x 40 cm @Rp.

9.8000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

02.

11.8700 bh Ubin abu-abu 30 x 30 cm @Rp.

10.0000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

0.2600 oh Pekerja @Rp.

0.1250 oh Tukang batu @Rp.

0.0125 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

03.

26.5000 bh Ubin abu-abu 20 x 20 cm @Rp.

10.4000 kg Semen portland @Rp.

0.0135 Pasir pasang @Rp.

0.2700 oh Pekerja @Rp.

0.1300 oh Tukang batu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0135 oh Mandor @Rp.

04.

6.6300 bh Ubin warna 40 x 40 cm @Rp.

1 m2 pasang lantai ubin pc abu-abu ukuran 40 x 40 cm

m3

1 m2 pasang lantai ubin pc abu-abu ukuran 30 x 30 cm

m3

1 m2 pasang lantai ubin pc abu-abu ukuran 20 x 20 cm

m3

1 m2 pasang lantai ubin warna ukuran 40 x 40 cm

Page 15: Rab Dan Analisa Type 36 coy

8.1600 kg Semen portland @Rp.

0.0230 Pasir pasang @Rp.

0.9000 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

05.

11.8700 bh Ubin warna 30 x 30 cm @Rp.

8.3600 kg Semen portland @Rp.

0.0230 Pasir pasang @Rp.

0.9000 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

06.

26.5000 bh Ubin warna 20 x 20 cm @Rp.

8.7600 kg Semen portland @Rp.

0.0230 Pasir pasang @Rp.

0.9000 kg Semen warna @Rp.

0.2700 oh Pekerja @Rp.

0.1300 oh Tukang batu @Rp.

0.0130 oh Kepala tukang @Rp.

0.1350 oh Mandor @Rp.

07.

6.2500 bh Ubin teraso 40 x 40 cm @Rp.

8.8000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

m3

1 m2 pasang lantai ubin warna ukuran 30 x 30 cm

m3

1 m2 pasang lantai ubin warna ukuran 20 x 20 cm

m3

1 m2 pasang lantai ubin teraso ukuran 40 x 40 cm

m3

Page 16: Rab Dan Analisa Type 36 coy

0.9000 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

08.

1.8700 bh Ubin teraso 30 x 30 cm @Rp.

10.0000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.5400 kg Semen warna @Rp.

0.2600 oh Pekerja @Rp.

0.1250 oh Tukang batu @Rp.

0.0125 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

09.

6.9300 bh Ubin granito 40 x 40 cm @Rp.

9.8000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.3000 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

10.

11.8700 bh Ubin granito 30 x 30 cm @Rp.

10.0000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.2600 oh Pekerja @Rp.

1 m2 pasang lantai ubin teraso ukuran 30 x 30 cm

m3

1 m2 pasang lantai ubin granito ukuran 40 x 40 cm

m3

1 m2 pasang lantai ubin granito ukuran 30 x 30 cm

m3

Page 17: Rab Dan Analisa Type 36 coy

0.1250 oh Tukang batu @Rp.

0.0125 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

11.

6.2500 bh Ubin teralux kerang 40 x 40 cm @Rp.

8.8000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.3000 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

12.

11.8070 bh Ubin teralux kerang 30 x 30 cm @Rp.

10.0000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.1250 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

13.

5.6000 bh Ubin teralux marmer 60 x 60 cm @Rp.

8.1900 kg Semen portland @Rp.

0.0450 Pasir pasang @Rp.

1.0000 kg Semen warna @Rp.

0.2500 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

1 m2 pasang lantai ubin teralux kerang ukuran 40 x 40 cm

m3

1 m2 pasang lantai ubin teralux kerang ukuran 30 x 30 cm

m3

1 m2 pasang lantai ubin teralux marmer ukuran 60 x 60 cm

m3

Page 18: Rab Dan Analisa Type 36 coy

0.0125 oh Mandor @Rp.

14.

6.2500 bh Ubin teralux marmer 40 x 40 cm @Rp.

8.8000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.3000 kg Semen warna @Rp.

0.6720 oh Pekerja @Rp.

0.2240 oh Tukang batu @Rp.

0.0220 oh Kepala tukang @Rp.

0.0340 oh Mandor @Rp.

15.

11.8700 bh Ubin teralux marmer 30 x 30 cm @Rp.

10.0000 kg Semen portland @Rp.

0.0215 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.7000 oh Pekerja @Rp.

0.3400 oh Tukang batu @Rp.

0.0340 oh Kepala tukang @Rp.

0.0350 oh Mandor @Rp.

16. 1 m pasang plint ubin pc abu-abu ukuran 15 x 20 cm

5.3000 bh Plint ubin 15 x 20 cm @Rp.

1.5600 kg Semen portland @Rp.

0.0040 Pasir pasang @Rp.

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

17. 1 m pasang plint ubin pc abu-abu ukuran 10 x 30 cm

1 m2 pasang lantai ubin teralux marmer ukuran 40 x 40 cm

m3

1 m2 pasang lantai ubin teralux marmer ukuran 30 x 30 cm

m3

m3

Page 19: Rab Dan Analisa Type 36 coy

3.5300 bh Plint ubin 10 x 30 cm @Rp.

1.5600 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

18. 1 m pasang plint ubin pc abu-abu ukuran 10 x 40 cm

2.6500 bh Plint ubin 10 x 40 cm @Rp.

1.5600 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

19. 1 m pasang plint ubin pc warna ukuran 10 x 20 cm

5.3000 bh Plint ubin 10 x 40 cm @Rp.

1.2000 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.1900 kg Semen warna @Rp.

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

20. 1 m pasang plint ubin pc warna ukuran 10 x 30 cm

3.3300 bh Plint ubin pc warna 10 x 30 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

m3

m3

m3

m3

Page 20: Rab Dan Analisa Type 36 coy

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

21. 1 m pasang plint ubin pc warna ukuran 10 x 40 cm

2.6500 bh Plint ubin pc warna 10 x 40 cm @Rp.

1.2000 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.0800 oh Pekerja @Rp.

0.0400 oh Tukang batu @Rp.

0.0040 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

22. 1 m pasang plint ubin teraso ukuran 10 x 30 cm

3.5300 bh Plint ubin teraso 10 x 30 cm @Rp.

1.5600 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.1900 kg Semen warna @Rp.

0.0800 oh Pekerja @Rp.

0.0400 oh Tukang batu @Rp.

0.0040 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

23. 1 m pasang plint ubin teraso ukuran 10 x 40 cm

2.6500 bh Plint ubin teraso 10 x 40 cm @Rp.

1.2000 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.0800 oh Pekerja @Rp.

0.0400 oh Tukang batu @Rp.

0.0040 oh Kepala tukang @Rp.

m3

m3

m3

Page 21: Rab Dan Analisa Type 36 coy

0.0040 oh Mandor @Rp.

24. 1 m pasang plint ubin granito ukuran 10 x 40 cm

2.6500 bh Plint ubin granito 10 x 40 cm @Rp.

1.2000 kg Semen portland @Rp.

0.0030 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

25. 1 m pasang plint ubin granito ukuran 10 x 30 cm

3.3300 bh Plint ubin granito 10 x 30 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

26. 1 m pasang plint ubin teralux kerang ukuran 10 x 40 cm

2.5000 bh Plint ubin teralux kerang 10 x 40 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

m3

m3

m3

Page 22: Rab Dan Analisa Type 36 coy

27. 1 m pasang plint ubin teralux kerang ukuran 10 x 30 cm

3.3300 bh Plint ubin teralux kerang 10 x 30 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

28. 1 m pasang plint ubin teralux marmer ukuran 10 x 60 cm

1.7000 bh Plint ubin teralux marmer 10 x 60 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

29. 1 m pasang plint ubin teralux marmer ukuran 10 x 40 cm

2.5000 bh Plint ubin teralux marmer 10 x 40 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

30. 1 m pasang plint ubin teralux marmer ukuran 10 x 30 cm

3.3300 bh Plint ubin teralux marmer 10 x 30 cm @Rp.

1.6500 kg Semen portland @Rp.

m3

m3

m3

Page 23: Rab Dan Analisa Type 36 coy

0.0032 Pasir pasang @Rp.

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

31.

0.0036 Bahan teraso cor @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

32.

0.0036 Bahan teralux cor @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

33.

1.0500 Ubin tahan asam @Rp.

14.1400 kg Semen tahan asam @Rp.

0.0400 Pasir pasang @Rp.

0.2700 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0135 oh Mandor @Rp.

34.

50.0000 bh Ubin keramik artistik 10 x 20 cm @Rp.

m3

1 m2 pasang teraso cor ditempat

m3

1 m2 pasang teralux cor ditempat, tebal 3 cm

m3

1 m2 pasang ubin tahan asam

m2

m3

1 m2 pasang lantai keramik artistik 10 x 20 cm

Page 24: Rab Dan Analisa Type 36 coy

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

35.

50.0000 bh Ubin keramik artistik 10 x 10 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

2.0000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

36.

100.0000 bh Ubin keramik artistik 5 x 20 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

37. 1 m pasang plint keramik artistik 10 x 20 cm

5.0000 bh Plint keramik artistik 10 x 20 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

m3

1 m2 pasang lantai keramik artistik 10 x 10 cm

m3

1 m2 pasang lantai keramik artistik 5 x 20 cm

m3

m3

Page 25: Rab Dan Analisa Type 36 coy

0.1000 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

38. 1 m pasang plint keramik artistik 10 x 10 cm

5.0000 bh Plint keramik artistik 10 x 10 cm @Rp.

1.6500 kg Semen portland @Rp.

0.0032 Pasir pasang @Rp.

0.1200 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

39. 1 m pasang plint keramik artistik 5 x 20 cm

5.0000 bh Plint keramik artistik 5 x 20 cm @Rp.

0.8500 kg Semen portland @Rp.

0.0022 Pasir pasang @Rp.

0.0800 kg Semen warna @Rp.

0.9000 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0045 oh Mandor @Rp.

40. 1 m interval cove artistik (5 x 5 x 20) cm

10.0000 bh Interval cove (5 x 5 x 20) cm @Rp.

1.4150 kg Semen portland @Rp.

0.0390 Pasir pasang @Rp.

1.2000 kg Semen warna @Rp.

0.7500 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

m3

m3

m3

Page 26: Rab Dan Analisa Type 36 coy

0.0450 oh Kepala tukang @Rp.

0.3750 oh Mandor @Rp.

41. 1 m pasang plint vinyl tanpa adukan

3.5000 bh Lt vinyl karet 30 x 30 kwh @Rp.

0.0800 kg Lem vinyl @Rp.

0.0800 oh Pekerja @Rp.

0.0800 oh Tukang batu @Rp.

0.0080 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

42.

50.0000 bh Ubin keramik artistik 10 x 20 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

43.

44.0000 bh Ubin keramik 15 x 15 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

44.

1 m2 pasang lantai keramik 10 x 20 cm

m3

1 m2 pasang lantai keramik 15 x 15 cm

m3

1 m2 pasang lantai keramik 20 x 20 cm

Page 27: Rab Dan Analisa Type 36 coy

25.0000 bh Ubin keramik 20 x 20 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

45.

16.0000 bh Ubin keramik 25 x 25 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

46.

35.0000 bh Ubin keramik 15 x 20 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

47.

10.0000 bh Ubin keramik 30 x 30 cm @Rp.

11.3800 kg Semen portland @Rp.

m3

1 m2 pasang lantai keramik 25 x 25 cm

m3

1 m2 pasang lantai keramik 15 x 20 cm

m3

1 m2 pasang lantai keramik 30 x 30 cm

Page 28: Rab Dan Analisa Type 36 coy

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

48.

10.0000 bh Ubin keramik 30 x 30 cm anti slip @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

49.

33.0000 bh Ubin keramik 10 x 33 cm @Rp.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

50.

12.0000 bh Mosaik 30 x 30 cm @Rp.

14.1500 kg Semen portland @Rp.

0.0390 Pasir pasang @Rp.

2.0000 kg Semen warna @Rp.

m3

1 m2 pasang lantai keramik 30 x 30 cm anti slip

m3

1 m2 pasang lantai keramik 10 x 33 cm

m3

1 m2 pasang lantai mosaik 30 x 30 cm, ex lokal

m3

Page 29: Rab Dan Analisa Type 36 coy

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

51.

1.0520 bh Marmer @Rp.

14.1500 kg Semen portland @Rp.

0.0390 Pasir pasang @Rp.

2.0000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

52.

1.0500 Feltex carpet 100% wool-T-21 @Rp.

0.3500 kg Lem vinyl @Rp.

0.1700 oh Pekerja @Rp.

0.1700 oh Tukang @Rp.

0.0170 oh Kepala tukang @Rp.

0.0085 oh Mandor @Rp.

53.

1.0500 Carpet 80% wool, 20% nylon @Rp.

0.3500 kg Lem vinyl @Rp.

0.1700 oh Pekerja @Rp.

0.1700 oh Tukang @Rp.

0.0170 oh Kepala tukang @Rp.

0.0085 oh Mandor @Rp.

54.

1 m2 pasang lantai marmer

m3

1 m2 pasang lantai karpet 100% wool

m2

1 m2 pasang lantai karpet 80% wool, 20% nylon

m2

1 m2 pasang underlyer, tebal 6 mm

Page 30: Rab Dan Analisa Type 36 coy

1.0500 Underlyer tebal 6 mm/rubber corrugated @Rp.

0.1200 oh Pekerja @Rp.

0.1200 oh Tukang @Rp.

0.0120 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

55.

1.0500 Carpet @Rp.

0.3500 kg Lem vinyl @Rp.

0.1700 oh Pekerja @Rp.

0.1700 oh Tukang @Rp.

0.0170 oh Kepala tukang @Rp.

0.0085 oh Mandor @Rp.

56.

1.0500 Parquet jati @Rp.

0.6000 kg Lem vinyl @Rp.

0.6500 oh Pekerja @Rp.

0.3500 oh Tukang @Rp.

0.0350 oh Kepala tukang @Rp.

0.0325 oh Mandor @Rp.

57.

1.0500 Gymfloor @Rp.

0.6000 kg Lem vinyl @Rp.

0.6500 oh Pekerja @Rp.

0.3500 oh Tukang @Rp.

0.0350 oh Kepala tukang @Rp.

0.0325 oh Mandor @Rp.

58.

83.0000 bh Porselin 11 x 11 cm @Rp.

m2

1 m2 pasang lantai karpet

m2

1 m2 pasang lantai parquet jati

m2

1 m2 pasang gymfloor

m2

1 m2 pasang dinding porselin 11 x 11 cm, putih

Page 31: Rab Dan Analisa Type 36 coy

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.5000 oh Tukang batu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

59.

83.0000 bh Porselin 11 x 11 cm warna @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6200 oh Pekerja @Rp.

0.5000 oh Tukang batu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

60.

45.0000 bh Porselin 15 x 15 cm, putih @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

61.

45.0000 bh Porselin 15 x 15 cm, warna @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

m3

1 m2 pasang dinding porselin 11 x 11 cm, warna

m3

1 m2 pasang dinding porselin 15 x 15 cm, putih

m3

1 m2 pasang dinding porselin 15 x 15 cm, warna

m3

Page 32: Rab Dan Analisa Type 36 coy

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

62.

50.0000 bh Porselin 10 x 20 cm, warna @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

63.

25.0000 bh Porselin 20 x 20 cm, warna @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

64.

100.0000 bh Keramik artistik 10 x 20 cm @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

1 m2 pasang dinding porselin 10 x 20 cm, warna

m3

1 m2 pasang dinding porselin 20 x 20 cm, warna

m3

1 m2 pasang dinding keramik artistik 10 x 20 cm

m3

Page 33: Rab Dan Analisa Type 36 coy

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

65.

100.0000 bh Keramik artistik 5 x 20 cm @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

66.

50.0000 bh Keramik 10 x 20 cm @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

67.

45.0000 bh Keramik 15 x 15 cm @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.4500 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

1 m2 pasang dinding keramik artistik 5 x 20 cm

m3

1 m2 pasang dinding keramik 10 x 20 cm

m3

1 m2 pasang dinding keramik 15 x 15 cm

m3

Page 34: Rab Dan Analisa Type 36 coy

0.0300 oh Mandor @Rp.

68.

25.0000 bh Keramik 20 x 20 cm @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

69.

50.0000 bh Keramik 10 x 20 cm @Rp.

9.3000 kg Semen abu-abu @Rp.

0.0180 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.6000 oh Pekerja @Rp.

0.1250 oh Tukang batu @Rp.

0.0125 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

70.

1.0200 Marmer @Rp.

2.0000 bh Paku pancing 60 x 230 @Rp.

12.4400 kg Semen abu-abu @Rp.

0.0250 Pasir pasang @Rp.

1.5000 kg Semen warna @Rp.

0.7200 oh Pekerja @Rp.

0.6500 oh Tukang batu @Rp.

0.0650 oh Kepala tukang @Rp.

0.0350 oh Mandor @Rp.

1 m2 pasang dinding keramik 20 x 20 cm

m3

1 m2 pasang dinding keramik 10 x 20 cm

m3

1 m2 pasang dinding marmer

m2

m3

Page 35: Rab Dan Analisa Type 36 coy

71.

60.0000 bh Bata pelapis dinding @Rp.

12.4400 kg Semen abu-abu @Rp.

0.0250 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.5000 oh Tukang batu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

72.

80.0000 bh Bata pelapis klinker @Rp.

12.4400 kg Semen abu-abu @Rp.

0.0250 Pasir pasang @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

73.

1.0500 bh Batu poros @Rp.

11.7500 kg Semen abu-abu @Rp.

0.0350 Pasir pasang @Rp.

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

74.

1.0500 bh Batu tempel @Rp.

11.7500 kg Semen abu-abu @Rp.

0.0350 Pasir pasang @Rp.

1 m2 pasang dinding bata pelapis 7 x 3 x 24

m3

1 m2 pasang dinding bata klinker 5 x 5 x 24

m3

1 m2 pasang dinding batu poros

m3

1 m2 pasang dinding batu tempel

m3

Page 36: Rab Dan Analisa Type 36 coy

0.6200 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

75.

11.0500 bh Vinyl karet 30 x 30 cm KL I @Rp.

0.3500 kg Lem vinyl @Rp.

0.1500 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0075 oh Mandor @Rp.

76.

11.0500 bh Vinyl karet 30 x 30 cm KL II @Rp.

0.3500 kg Lem vinyl @Rp.

0.1500 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0075 oh Mandor @Rp.

77.

11.0500 bh Vinyl asbes 30 x 30 cm @Rp.

0.3500 kg Lem vinyl @Rp.

0.1500 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0075 oh Mandor @Rp.

78.

11.0500 bh Vinyl motif kembang ex. DN @Rp.

0.3500 kg Lem vinyl @Rp.

1 m2 pasang lantai vinyl karet 30 x 30 cm KL I

1 m2 pasang lantai vinyl karet 30 x 30 cm KL II

1 m2 pasang lantai vinyl asbes 30 x 30 cm

1 m2 pasang lantai vinyl motif kembang 30 x 30 cm

Page 37: Rab Dan Analisa Type 36 coy

0.1500 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0075 oh Mandor @Rp.

79.

1.1000 Vinyl wall covering, lebar 50 cm @Rp.

0.2500 kg Lem @Rp.

0.7500 oh Pekerja @Rp.

0.1700 oh Tukang batu @Rp.

0.0170 oh Kepala tukang @Rp.

0.0085 oh Mandor @Rp.

80.

3.0000 kg Floor hardener ferrovax @Rp.

0.1200 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

81.

5.0000 kg Mastercron "S" @Rp.

0.1200 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

82.

0.0024 Kayu jati, papan @Rp.

0.0500 kg Paku skrup 3,5" @Rp.

0.1200 oh Pekerja @Rp.

0.1200 oh Tukang kayu @Rp.

1 m2 pasang wall covering lebar 50 cm

m2

1 m2 floor hardener ferrovax

1 m2 floor hardener mastercron

1 m2 plint kayu 2 x 10 cm

m3

Page 38: Rab Dan Analisa Type 36 coy

0.0120 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

Page 39: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 40: Rab Dan Analisa Type 36 coy

3,000.00 Rp. 19,890.00

1,200.00 Rp. 11,760.00

55,000.00 Rp. 1,182.50

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 53,402.50

4,250.00 Rp. 50,447.50

1,200.00 Rp. 12,000.00

55,000.00 Rp. 1,182.50

50,000.00 Rp. 13,000.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 750.00

60,000.00 Rp. 780.00

Rp. 85,035.00

2,550.00 Rp. 67,575.00

1,200.00 Rp. 12,480.00

55,000.00 Rp. 742.50

50,000.00 Rp. 13,500.00

55,000.00 Rp. 7,150.00

60,000.00 Rp. 780.00

60,000.00 Rp. 810.00

Rp. 103,037.50

3,500.00 Rp. 23,205.00

Page 41: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 9,792.00

55,000.00 Rp. 1,265.00

1,100.00 Rp. 990.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 55,822.00

4,136.36 Rp. 49,098.63

1,200.00 Rp. 10,032.00

55,000.00 Rp. 1,265.00

1,100.00 Rp. 990.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 81,955.63

3,825.00 Rp. 101,362.50

1,200.00 Rp. 10,512.00

55,000.00 Rp. 1,265.00

1,100.00 Rp. 990.00

50,000.00 Rp. 13,500.00

55,000.00 Rp. 7,150.00

60,000.00 Rp. 780.00

60,000.00 Rp. 8,100.00

Rp. 143,659.50

0.00 Rp. -

1,200.00 Rp. 10,560.00

55,000.00 Rp. 1,182.50

Page 42: Rab Dan Analisa Type 36 coy

1,100.00 Rp. 990.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 33,302.50

0.00 Rp. -

1,200.00 Rp. 12,000.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,694.00

50,000.00 Rp. 13,000.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 750.00

60,000.00 Rp. 780.00

Rp. 36,281.50

0.00 Rp. -

1,200.00 Rp. 11,760.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,430.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 34,942.50

0.00 Rp. -

1,200.00 Rp. 12,000.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,650.00

50,000.00 Rp. 13,000.00

Page 43: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 6,875.00

60,000.00 Rp. 750.00

60,000.00 Rp. 780.00

Rp. 36,237.50

0.00 Rp. -

1,200.00 Rp. 10,560.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,430.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 33,742.50

0.00 Rp. -

1,200.00 Rp. 12,000.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,237.50

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 750.00

Rp. 34,990.00

0.00 Rp. -

1,200.00 Rp. 9,828.00

55,000.00 Rp. 2,475.00

1,100.00 Rp. 1,100.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

Page 44: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 750.00

Rp. 33,973.00

0.00 Rp. -

1,200.00 Rp. 10,560.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,430.00

50,000.00 Rp. 33,600.00

55,000.00 Rp. 12,320.00

60,000.00 Rp. 1,320.00

60,000.00 Rp. 2,040.00

Rp. 62,452.50

0.00 Rp. -

1,200.00 Rp. 12,000.00

55,000.00 Rp. 1,182.50

1,100.00 Rp. 1,650.00

50,000.00 Rp. 35,000.00

55,000.00 Rp. 18,700.00

60,000.00 Rp. 2,040.00

60,000.00 Rp. 2,100.00

Rp. 72,672.50

2,550.00 Rp. 13,515.00

1,200.00 Rp. 1,872.00

55,000.00 Rp. 220.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 180.00

Rp. 20,617.00

Page 45: Rab Dan Analisa Type 36 coy

0.00 Rp. -

1,200.00 Rp. 1,872.00

55,000.00 Rp. 165.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 180.00

Rp. 7,047.00

0.00 Rp. -

1,200.00 Rp. 1,872.00

55,000.00 Rp. 165.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 180.00

Rp. 7,047.00

0.00 Rp. -

1,200.00 Rp. 1,440.00

55,000.00 Rp. 165.00

1,100.00 Rp. 209.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 180.00

Rp. 6,824.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

Page 46: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 180.00

Rp. 7,276.00

0.00 Rp. -

1,200.00 Rp. 1,440.00

55,000.00 Rp. 165.00

1,100.00 Rp. 110.00

50,000.00 Rp. 4,000.00

55,000.00 Rp. 2,200.00

60,000.00 Rp. 240.00

60,000.00 Rp. 240.00

Rp. 8,395.00

0.00 Rp. -

1,200.00 Rp. 1,872.00

55,000.00 Rp. 165.00

1,100.00 Rp. 209.00

50,000.00 Rp. 4,000.00

55,000.00 Rp. 2,200.00

60,000.00 Rp. 240.00

60,000.00 Rp. 240.00

Rp. 8,926.00

0.00 Rp. -

1,200.00 Rp. 1,440.00

55,000.00 Rp. 165.00

1,100.00 Rp. 110.00

50,000.00 Rp. 4,000.00

55,000.00 Rp. 2,200.00

60,000.00 Rp. 240.00

Page 47: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 240.00

Rp. 8,395.00

0.00 Rp. -

1,200.00 Rp. 1,440.00

55,000.00 Rp. 165.00

1,100.00 Rp. 110.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 180.00

Rp. 6,725.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

Page 48: Rab Dan Analisa Type 36 coy

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

Page 49: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 176.00

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

Rp. -

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 50,760.00

Rp. -

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 50,760.00

0.00 Rp. -

Rp. -

55,000.00 Rp. 2,200.00

50,000.00 Rp. 13,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 810.00

Rp. 25,660.00

0.00 Rp. -

Page 50: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,766.00

0.00 Rp. -

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 2,200.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 72,316.00

0.00 Rp. -

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,766.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

Page 51: Rab Dan Analisa Type 36 coy

1,100.00 Rp. 110.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,026.00

0.00 Rp. -

1,200.00 Rp. 1,980.00

55,000.00 Rp. 176.00

1,100.00 Rp. 132.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 53,048.00

0.00 Rp. -

1,200.00 Rp. 1,020.00

55,000.00 Rp. 121.00

1,100.00 Rp. 88.00

50,000.00 Rp. 45,000.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 270.00

Rp. 51,989.00

0.00 Rp. -

1,200.00 Rp. 1,698.00

55,000.00 Rp. 2,145.00

1,100.00 Rp. 1,320.00

50,000.00 Rp. 37,500.00

55,000.00 Rp. 24,750.00

Page 52: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 2,700.00

60,000.00 Rp. 22,500.00

Rp. 92,613.00

0.00 Rp. -

8,000.00 Rp. 640.00

50,000.00 Rp. 4,000.00

55,000.00 Rp. 4,400.00

60,000.00 Rp. 480.00

60,000.00 Rp. 240.00

Rp. 9,760.00

3,000.00 Rp. 150,000.00

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 221,766.00

0.00 Rp. -

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,766.00

Page 53: Rab Dan Analisa Type 36 coy

2,272.73 Rp. 56,818.18

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 128,584.18

0.00 Rp. -

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,766.00

0.00 Rp. -

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,766.00

2,750.00 Rp. 27,500.00

1,200.00 Rp. 13,656.00

Page 54: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 99,266.00

4,136.36 Rp. 41,363.63

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 113,129.63

0.00 Rp. -

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,766.00

0.00 Rp. -

1,200.00 Rp. 16,980.00

55,000.00 Rp. 2,145.00

1,100.00 Rp. 2,200.00

Page 55: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 75,475.00

20,000.00 Rp. 21,040.00

1,200.00 Rp. 16,980.00

55,000.00 Rp. 2,145.00

1,100.00 Rp. 2,200.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 96,515.00

0.00 Rp. -

8,000.00 Rp. 2,800.00

50,000.00 Rp. 8,500.00

55,000.00 Rp. 9,350.00

60,000.00 Rp. 1,020.00

60,000.00 Rp. 510.00

Rp. 22,180.00

97,500.00 Rp. 102,375.00

8,000.00 Rp. 2,800.00

50,000.00 Rp. 8,500.00

55,000.00 Rp. 9,350.00

60,000.00 Rp. 1,020.00

60,000.00 Rp. 510.00

Rp. 124,555.00

Page 56: Rab Dan Analisa Type 36 coy

75,000.00 Rp. 78,750.00

50,000.00 Rp. 6,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 360.00

Rp. 92,430.00

50,000.00 Rp. 52,500.00

8,000.00 Rp. 2,800.00

50,000.00 Rp. 8,500.00

55,000.00 Rp. 9,350.00

60,000.00 Rp. 1,020.00

60,000.00 Rp. 510.00

Rp. 74,680.00

0.00 Rp. -

8,000.00 Rp. 4,800.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,950.00

Rp. 60,600.00

0.00 Rp. -

8,000.00 Rp. 4,800.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,950.00

Rp. 60,600.00

0.00 Rp. -

Page 57: Rab Dan Analisa Type 36 coy

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 1,800.00

Rp. 76,170.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 1,800.00

Rp. 76,170.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 72,120.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

Page 58: Rab Dan Analisa Type 36 coy

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 72,120.00

1,250.00 Rp. 62,500.00

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 134,620.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 72,120.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

Page 59: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 72,120.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 72,120.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 72,120.00

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

Page 60: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 1,800.00

Rp. 72,120.00

2,250.00 Rp. 56,250.11

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 1,800.00

Rp. 109,120.11

0.00 Rp. -

1,100.00 Rp. 10,230.00

55,000.00 Rp. 990.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 750.00

60,000.00 Rp. 1,800.00

Rp. 52,295.00

Rp. -

21,000.00 Rp. 42,000.00

1,100.00 Rp. 13,684.00

55,000.00 Rp. 1,375.00

1,100.00 Rp. 1,650.00

50,000.00 Rp. 36,000.00

55,000.00 Rp. 35,750.00

60,000.00 Rp. 3,900.00

60,000.00 Rp. 2,100.00

Page 61: Rab Dan Analisa Type 36 coy

Rp. 136,459.00

0.00 Rp. -

1,100.00 Rp. 13,684.00

55,000.00 Rp. 1,375.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 1,800.00

Rp. 79,859.00

0.00 Rp. -

1,100.00 Rp. 13,684.00

55,000.00 Rp. 1,375.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 69,209.00

0.00 Rp. -

1,100.00 Rp. 12,925.00

55,000.00 Rp. 1,925.00

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 69,000.00

2,000.00 Rp. 2,100.00

1,100.00 Rp. 12,925.00

55,000.00 Rp. 1,925.00

Page 62: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 31,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 1,800.00

Rp. 71,100.00

0.00 Rp. -

8,000.00 Rp. 2,800.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 450.00

Rp. 19,900.00

0.00 Rp. -

8,000.00 Rp. 2,800.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 450.00

Rp. 19,900.00

0.00 Rp. -

8,000.00 Rp. 2,800.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 450.00

Rp. 19,900.00

0.00 Rp. -

8,000.00 Rp. 2,800.00

Page 63: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 7,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 450.00

Rp. 19,900.00

0.00 Rp. -

8,000.00 Rp. 2,000.00

50,000.00 Rp. 37,500.00

55,000.00 Rp. 9,350.00

60,000.00 Rp. 1,020.00

60,000.00 Rp. 510.00

Rp. 50,380.00

0.00 Rp. -

50,000.00 Rp. 6,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 360.00

Rp. 13,680.00

0.00 Rp. -

50,000.00 Rp. 6,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 360.00

Rp. 13,680.00

3,080,000.00 Rp. 7,392.00

27,750.00 Rp. 1,387.50

50,000.00 Rp. 6,000.00

55,000.00 Rp. 6,600.00

Page 64: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 720.00

60,000.00 Rp. 360.00

Rp. 22,459.50

Page 65: Rab Dan Analisa Type 36 coy

XII. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALLUMINIUM

01. 1 Kg pasang rangka atap baja

1.1000 kg Besi profil WF @Rp.

0.0800 kg Meni besi @Rp.

0.0060 oh Tukang besi @Rp.

0.0600 oh Pekerja @Rp.

0.0060 oh Kepala tukang @Rp.

0.0320 oh Mandor @Rp.

02.

1.0000 Pintu besi baja @Rp.

0.6500 oh Tukang besi konstruksi @Rp.

0.6500 oh Pekerja @Rp.

0.0650 oh Kepala tukang @Rp.

0.0320 oh Mandor @Rp.

03.

1.0000 Jendela besi @Rp.

1.0500 oh Tukang besi konstruksi @Rp.

1.0500 oh Pekerja @Rp.

0.1050 oh Kepala tukang @Rp.

0.00525 oh Mandor @Rp.

04.

1.0000 Jendela besi tahan api @Rp.

1.2000 oh Tukang besi konstruksi @Rp.

1.0220 oh Pekerja @Rp.

0.1200 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

1 m2 pasang pintu besi baja

m2

1 m2 pasang jendela besi

m2

1 m2 pasang jendela besi tahan api

m2

Page 66: Rab Dan Analisa Type 36 coy

05.

1.0000 Pintu gulung besi @Rp.

1.2000 oh Tukang besi konstruksi @Rp.

1.2000 oh Pekerja @Rp.

0.1200 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

06.

1.0000 Pintu lipat @Rp.

1.0500 oh Tukang besi konstruksi @Rp.

1.0500 oh Pekerja @Rp.

0.1050 oh Kepala tukang @Rp.

0.0052 oh Mandor @Rp.

07.

1.0000 Sunscreen alluminium @Rp.

0.8000 oh Tukang besi konstruksi @Rp.

0.0800 oh Pekerja @Rp.

0.0800 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

08.

1.0000 Roll door @Rp.

1.5000 oh Tukang besi konstruksi @Rp.

1.0500 oh Pekerja @Rp.

0.1050 oh Kepala tukang @Rp.

0.0052 oh Mandor @Rp.

09. 1 m' pasang kusen pintu alluminium

1.0000 m' Alluminium @Rp.

1.0500 oh Tukang besi konstruksi @Rp.

1.0500 oh Pekerja @Rp.

1 m2 pasang pintu gulung besi

m2

1 m2 pasang pintu lipat

m2

1 m2 pasang pintu sunscreen alluminium

m2

1 m2 pasang rolling door

m2

Page 67: Rab Dan Analisa Type 36 coy

0.1050 oh Kepala tukang @Rp.

0.0052 oh Mandor @Rp.

10.

1.0000 Venetions blinds @Rp.

0.3500 oh Tukang besi konstruksi @Rp.

0.3500 oh Pekerja @Rp.

0.0350 oh Kepala tukang @Rp.

0.00175 oh Mandor @Rp.

11.

1.0000 Vertikals blinds @Rp.

0.3500 oh Tukang besi konstruksi @Rp.

0.3500 oh Pekerja @Rp.

0.0350 oh Kepala tukang @Rp.

0.00175 oh Mandor @Rp.

12.

11.5000 m Besi strip 2 x 3 @Rp.

1.2000 oh Tukang las @Rp.

1.2000 oh Pekerja @Rp.

0.0120 oh Kepala tukang @Rp.

0.0006 oh Mandor @Rp.

13.

1.1000 Kawat harmonika @Rp.

0.0200 kg Paku biasa 1/2" - 1" @Rp.

0.0018 Kayu kamper, papan @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0005 oh Mandor @Rp.

1 m2 pasang venetions blinds

m2

1 m2 pasang vertikals blinds

m2

1 m2 pasang terali besi

1 m2 pasang kawat harmonika

m2

m3

Page 68: Rab Dan Analisa Type 36 coy

14.

1.1000 Kawat nyamuk @Rp.

0.0200 kg Paku biasa 1/2" - 1" @Rp.

0.0018 Kayu kamper, papan @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0005 oh Mandor @Rp.

15.

1.1000 Kawat kassa @Rp.

0.0200 kg Paku biasa 1/2" - 1" @Rp.

0.0018 Kayu kamper, papan @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0005 oh Mandor @Rp.

16.

1.1000 Kawat burung @Rp.

0.0200 kg Paku biasa 1/2" - 1" @Rp.

0.0018 Kayu kamper, papan @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0005 oh Mandor @Rp.

17.

1.1000 Jendela nako @Rp.

0.0200 kg Paku biasa 1/2" - 1" atau skrup @Rp.

0.0250 Besi strip @Rp.

1 m2 pasang kawat nyamuk

m2

m3

1 m2 pasang kawat kassa

m2

m3

1 m2 pasang kawat burung

m2

m3

1 m2 pasang jendela nako & tralis

m2

m2

Page 69: Rab Dan Analisa Type 36 coy

0.2000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0010 oh Mandor @Rp.

18. 1 m Pasang talang datar, seng bjls 28

0.5000 lbr Seng plat 3' x 6' bjls 28 @Rp.

0.0150 kg Paku biasa 1/2" - 1" @Rp.

0.0096 Kayu borneo, papan @Rp.

0.2500 kg Flincote/meni besi @Rp.

0.1500 oh Pekerja @Rp.

0.4000 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.00125 oh Mandor @Rp.

19. 1 m Pasang talang miring, seng bjls 28

0.5000 lbr Seng plat 3' x 6' bjls 28 @Rp.

0.0150 kg Paku biasa 1/2" - 1" @Rp.

0.0190 Kayu borneo, papan @Rp.

0.3000 kg Flincote/meni besi @Rp.

0.0400 oh Pekerja @Rp.

0.4000 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.00125 oh Mandor @Rp.

20. 1 m Pasang talang 1/2 lingkaran D-10 cm, seng bjls 28

0.3000 lbr Seng plat 3' x 6' bjls 28 @Rp.

0.1000 kg Paku biasa 1/2" - 1" @Rp.

0.0190 Kayu borneo, papan @Rp.

0.5000 kg Besi strip @Rp.

0.1500 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

m3

m3

m3

Page 70: Rab Dan Analisa Type 36 coy

0.00125 oh Mandor @Rp.

21. 1 m Pasang talang 1/2 lingkaran D-10 cm, seng bjls 24

0.3000 lbr Seng plat 3' x 6' bjls 24 @Rp.

0.1000 kg Paku biasa 1/2" - 1" @Rp.

0.0190 Kayu borneo, papan @Rp.

0.5000 kg Besi strip @Rp.

0.1500 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.00125 oh Mandor @Rp.

m3

Page 71: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 72: Rab Dan Analisa Type 36 coy

10,250.00 Rp. 11,275.00

18,535.00 Rp. 1,482.80

55,000.00 Rp. 330.00

50,000.00 Rp. 3,000.00

60,000.00 Rp. 360.00

60,000.00 Rp. 1,920.00

Rp. 18,367.80

Rp. -

55,000.00 Rp. 35,750.00

50,000.00 Rp. 32,500.00

60,000.00 Rp. 3,900.00

60,000.00 Rp. 1,920.00

Rp. 74,070.00

Rp. -

55,000.00 Rp. 57,750.00

50,000.00 Rp. 52,500.00

60,000.00 Rp. 6,300.00

60,000.00 Rp. 315.00

Rp. 116,865.00

Rp. -

55,000.00 Rp. 66,000.00

50,000.00 Rp. 51,100.00

60,000.00 Rp. 7,200.00

60,000.00 Rp. 360.00

Rp. 124,660.00

Page 73: Rab Dan Analisa Type 36 coy

Rp. -

55,000.00 Rp. 66,000.00

50,000.00 Rp. 60,000.00

60,000.00 Rp. 7,200.00

60,000.00 Rp. 360.00

Rp. 133,560.00

225,000.00 Rp. 225,000.00

55,000.00 Rp. 57,750.00

50,000.00 Rp. 52,500.00

60,000.00 Rp. 6,300.00

60,000.00 Rp. 312.00

Rp. 341,862.00

Rp. -

55,000.00 Rp. 44,000.00

50,000.00 Rp. 4,000.00

60,000.00 Rp. 4,800.00

60,000.00 Rp. 240.00

Rp. 53,040.00

370,700.00 Rp. 370,700.00

55,000.00 Rp. 82,500.00

50,000.00 Rp. 52,500.00

60,000.00 Rp. 6,300.00

60,000.00 Rp. 312.00

Rp. 512,312.00

9,625.00 Rp. 9,625.00

55,000.00 Rp. 57,750.00

50,000.00 Rp. 52,500.00

Page 74: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 6,300.00

60,000.00 Rp. 312.00

Rp. 126,487.00

0.00 Rp. -

55,000.00 Rp. 19,250.00

50,000.00 Rp. 17,500.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 105.00

Rp. 38,955.00

0.00 Rp. -

55,000.00 Rp. 19,250.00

50,000.00 Rp. 17,500.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 105.00

Rp. 38,955.00

3,850.00 Rp. 44,275.00

55,000.00 Rp. 66,000.00

50,000.00 Rp. 60,000.00

60,000.00 Rp. 720.00

60,000.00 Rp. 36.00

Rp. 171,031.00

Rp. -

20,000.00 Rp. 400.00

1,500,000.00 Rp. 2,700.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 30.00

Page 75: Rab Dan Analisa Type 36 coy

Rp. 14,230.00

12,000.00 Rp. 13,200.00

20,000.00 Rp. 400.00

1,500,000.00 Rp. 2,700.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 30.00

Rp. 27,430.00

12,000.00 Rp. 13,200.00

20,000.00 Rp. 400.00

1,500,000.00 Rp. 2,700.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 30.00

Rp. 27,430.00

Rp. -

20,000.00 Rp. 400.00

1,500,000.00 Rp. 2,700.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 30.00

Rp. 14,230.00

66,000.00 Rp. 72,600.00

20,000.00 Rp. 400.00

3,850.00 Rp. 96.25

Page 76: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 10,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 60.00

Rp. 95,356.25

51,600.00 Rp. 25,800.00

20,000.00 Rp. 300.00

1,500,000.00 Rp. 14,400.00

18,535.00 Rp. 4,633.75

50,000.00 Rp. 7,500.00

55,000.00 Rp. 22,000.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 75.00

Rp. 76,208.75

51,600.00 Rp. 25,800.00

20,000.00 Rp. 300.00

1,500,000.00 Rp. 28,500.00

18,535.00 Rp. 5,560.50

50,000.00 Rp. 2,000.00

55,000.00 Rp. 22,000.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 75.00

Rp. 85,735.50

51,600.00 Rp. 15,480.00

20,000.00 Rp. 2,000.00

1,500,000.00 Rp. 28,500.00

3,850.00 Rp. 1,925.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

Page 77: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 75.00

Rp. 70,730.00

48,000.00 Rp. 14,400.00

20,000.00 Rp. 2,000.00

1,500,000.00 Rp. 28,500.00

3,850.00 Rp. 1,925.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 75.00

Rp. 69,650.00

Page 78: Rab Dan Analisa Type 36 coy

XI. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA

01. 1 buah pasang kunci tanam antik

1.0000 bh Kunci tanam antik @Rp.

0.0600 oh Pekerja @Rp.

0.6000 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

02. 1 buah pasang kunci tanam biasa

1.0000 bh Kunci tanam biasa @Rp.

0.0100 oh Pekerja @Rp.

0.5000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

03. 1 buah pasang kunci tanam kamar mandi

1.0000 bh Kunci tanam kamar mandi @Rp.

0.0050 oh Pekerja @Rp.

0.5000 oh Tukang kayu @Rp.

0.0050 oh Kepala tukang @Rp.

0.0025 oh Mandor @Rp.

04. 1 buah pasang kunci silinder

1.0000 bh Kunci silinder @Rp.

0.0050 oh Pekerja @Rp.

0.5000 oh Tukang kayu @Rp.

0.0050 oh Kepala tukang @Rp.

0.00025 oh Mandor @Rp.

05. 1 buah pasang engsel pintu

1.0000 bh Engsel pintu @Rp.

Page 79: Rab Dan Analisa Type 36 coy

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

06. 1 buah pasang engsel jendela kupu-kupu

1.0000 bh Engsel jendela @Rp.

0.0100 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0005 oh Mandor @Rp.

07. 1 buah pasang engsel angin

1.0000 bh Engsel angin @Rp.

0.0200 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

08. 1 buah pasang spring knip

1.0000 bh Spring knip @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

09. 1 buah pasang kait angin

1.0000 bh Kait angin @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

Page 80: Rab Dan Analisa Type 36 coy

10. 1 buah pasang door closer

1.0000 bh Door closer @Rp.

0.0500 oh Pekerja @Rp.

0.5000 oh Tukang kayu @Rp.

0.0500 oh Kepala tukang @Rp.

0.00250 oh Mandor @Rp.

11. 1 buah pasang kunci selot

1.0000 bh Kunci selot @Rp.

0.0200 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0010 oh Mandor @Rp.

12. 1 buah pasang pegangan pintu/door holder

1.0000 bh Door holder @Rp.

0.0500 oh Pekerja @Rp.

0.5000 oh Tukang kayu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0025 oh Mandor @Rp.

13. 1 buah pasang door stop

1.0000 bh Door stop @Rp.

0.0100 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0005 oh Mandor @Rp.

14. 1 buah pasang rel pintu dorong

1.0000 bh Rel pintu dorong @Rp.

0.0600 oh Pekerja @Rp.

0.6000 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

Page 81: Rab Dan Analisa Type 36 coy

0.0030 oh Mandor @Rp.

15. 1 buah pasang kunci lemari

1.0000 bh Kunci lemari @Rp.

0.0250 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.00125 oh Mandor @Rp.

16.

1.1000 Kaca @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

17.

1.1000 Kaca @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

18.

1.1000 Kaca polos @Rp.

0.0165 oh Pekerja @Rp.

0.1650 oh Tukang kayu @Rp.

0.0165 oh Kepala tukang @Rp.

0.0008 oh Mandor @Rp.

19.

1.1000 Kaca buram @Rp.

1 m2 pasang kaca, tebal 3 mm

m2

1 m2 pasang kaca, tebal 5 mm

m2

1 m2 pasang kaca, tebal 8 mm

m2

1 m2 pasang kaca buram, tebal 12 mm

m2

Page 82: Rab Dan Analisa Type 36 coy

0.0500 kg Sealent @Rp.

0.0250 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.00125 oh Mandor @Rp.

20.

1.1000 Kaca cermin @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

21.

1.1000 Kaca cermin @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

22.

1.1000 Kaca cermin @Rp.

0.0165 oh Pekerja @Rp.

0.1650 oh Tukang kayu @Rp.

0.0165 oh Kepala tukang @Rp.

0.0008 oh Mandor @Rp.

23.

1.1000 Kaca wireglass @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

1 m2 pasang kaca cermin, tebal 5 mm

m2

1 m2 pasang kaca cermin, tebal 6 mm

m2

1 m2 pasang kaca cermin, tebal 8 mm

m2

1 m2 pasang kaca "wireglass", tebal 5 mm

m2

Page 83: Rab Dan Analisa Type 36 coy

0.00075 oh Mandor @Rp.

24.

1.1000 Kaca patri @Rp.

0.0150 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.00075 oh Mandor @Rp.

1 m2 pasang kaca patri, tebal 5 mm

m2

Page 84: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 85: Rab Dan Analisa Type 36 coy

49,500.00 Rp. 49,500.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 180.00

Rp. 89,280.00

49,500.00 Rp. 49,500.00

50,000.00 Rp. 500.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 78,400.00

32,500.00 Rp. 32,500.00

50,000.00 Rp. 250.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 300.00

60,000.00 Rp. 150.00

Rp. 60,700.00

49,500.00 Rp. 49,500.00

50,000.00 Rp. 250.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 300.00

60,000.00 Rp. 15.00

Rp. 77,565.00

13,750.00 Rp. 13,750.00

Page 86: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 23,695.00

5,500.00 Rp. 5,500.00

50,000.00 Rp. 500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 30.00

Rp. 12,130.00

13,750.00 Rp. 13,750.00

50,000.00 Rp. 1,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 600.00

Rp. 27,550.00

0.00 Rp. -

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 9,945.00

5,500.00 Rp. 5,500.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 15,445.00

Page 87: Rab Dan Analisa Type 36 coy

0.00 Rp. -

50,000.00 Rp. 2,500.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 150.00

Rp. 33,150.00

0.00 Rp. -

50,000.00 Rp. 1,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 60.00

Rp. 13,260.00

0.00 Rp. -

50,000.00 Rp. 2,500.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 150.00

Rp. 33,150.00

0.00 Rp. -

50,000.00 Rp. 500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 30.00

Rp. 6,630.00

1,500.00 Rp. 1,500.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

Page 88: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 180.00

Rp. 41,280.00

10,000.00 Rp. 10,000.00

50,000.00 Rp. 1,250.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 75.00

Rp. 26,575.00

58,300.00 Rp. 64,130.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 74,075.00

72,600.00 Rp. 79,860.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 89,805.00

75,000.00 Rp. 82,500.00

50,000.00 Rp. 825.00

55,000.00 Rp. 9,075.00

60,000.00 Rp. 990.00

60,000.00 Rp. 48.00

Rp. 93,438.00

125,000.00 Rp. 137,500.00

Page 89: Rab Dan Analisa Type 36 coy

15,000.00 Rp. 750.00

50,000.00 Rp. 1,250.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 75.00

Rp. 154,825.00

75,000.00 Rp. 82,500.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 92,445.00

80,000.00 Rp. 88,000.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 97,945.00

85,000.00 Rp. 93,500.00

50,000.00 Rp. 825.00

55,000.00 Rp. 9,075.00

60,000.00 Rp. 990.00

60,000.00 Rp. 48.00

Rp. 104,438.00

75,000.00 Rp. 82,500.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

Page 90: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 45.00

Rp. 92,445.00

55,000.00 Rp. 60,500.00

50,000.00 Rp. 750.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 45.00

Rp. 70,445.00

Page 91: Rab Dan Analisa Type 36 coy

X. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI

01. Memasang 1 buah kloset duduk/monoblok

1.0000 bh Kloset duduk/monoblok @Rp.

0.0600 Perlengkapan @Rp.

3.3000 oh Pekerja @Rp.

1.1000 oh Tukang batu @Rp.

0.0010 oh Kepala tukang @Rp.

0.1600 oh Mandor @Rp.

02. Memasang 1 buah kloset jongkok porselen

1.0000 bh Kloset jongkok porselen @Rp.

6.0000 kg Semen portland @Rp.

0.0100 Pasir pasang @Rp.

1.0000 oh Pekerja @Rp.

1.5000 oh Tukang batu @Rp.

1.5000 oh Kepala tukang @Rp.

0.1600 oh Mandor @Rp.

03. Memasang 1 buah kloset jongkok teraso

1.0000 bh Kloset jongkok teraso @Rp.

7.0000 bh Bata merah 5 x 11 x 22 cm @Rp.

6.0000 kg Semen portland @Rp.

0.0100 Pasir pasang @Rp.

1.0000 oh Pekerja @Rp.

1.5000 oh Tukang batu @Rp.

0.3000 oh Kepala tukang @Rp.

0.1100 oh Mandor @Rp.

04. Memasang 1 buah urinoir

1.0000 bh Urinoir @Rp.

0.3000 Perlengkapan @Rp.

m3

m3

Page 92: Rab Dan Analisa Type 36 coy

6.0000 kg Semen portland @Rp.

0.0100 Pasir pasang @Rp.

1.0000 oh Pekerja @Rp.

1.0000 oh Tukang batu @Rp.

0.1000 oh Kepala tukang @Rp.

0.1000 oh Mandor @Rp.

05. Memasang 1 buah wastafel

1.0000 bh Wastafel @Rp.

0.1200 Perlengkapan @Rp.

6.0000 kg Semen abu-abu @Rp.

0.0100 Pasir pasang @Rp.

1.2000 oh Pekerja @Rp.

1.4500 oh Tukang batu @Rp.

0.1500 oh Kepala tukang @Rp.

0.1000 oh Mandor @Rp.

06.

1.0000 bh Bak teraso @Rp.

6.0000 kg Semen portland @Rp.

0.0100 Pasir pasang @Rp.

2.1000 oh Pekerja @Rp.

0.7500 oh Tukang batu @Rp.

0.0700 oh Kepala tukang @Rp.

0.1100 oh Mandor @Rp.

07.

1.0000 bh Bak fiberglass @Rp.

0.1500 Perlengkapan @Rp.

1.8000 oh Pembantu tukang @Rp.

2.7000 oh Tukang batu @Rp.

0.5400 oh Kepala tukang @Rp.

m3

m3

Memasang 1 buah bak mandi teraso volume 0,30 m3

m3

Memasang 1 buah bak mandi fiberglass volume 0,30 m3

Page 93: Rab Dan Analisa Type 36 coy

0.1100 oh Mandor @Rp.

08.

0.4000 Batu bata @Rp.

120.0000 kg Semen portland @Rp.

0.3000 Pasir pasang @Rp.

360.0000 bh Porselen (11 x 11) cm @Rp.

6.0000 kg Semen nat @Rp.

6.0000 oh Pekerja @Rp.

3.0000 oh Tukang batu @Rp.

0.3000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

09. Memasang 1 buah badkip porselen

1.0000 bh badkip @Rp.

0.2000 Perlengkapan @Rp.

0.0750 oh Tukang batu @Rp.

0.7500 oh Kepala tukang @Rp.

0.2500 oh Mandor @Rp.

10.

0.9000 Beton 1:1 1/2:2 1/2 @Rp.

180.0000 kg Besi beton @Rp.

8.0000 Kayu cetakan @Rp.

5.0000 Ubin porselen @Rp.

10% hrga total bhn Perlengkapan @Rp.

3.5000 oh Pekerja @Rp.

4.5000 oh Tukang batu @Rp.

0.9000 oh Kepala tukang @Rp.

0.9000 oh Mandor @Rp.

11.

Memasang 1 buah bak mandi batu bata volume 0,30 m3

m3

m3

Membuat 1 buah bak beton volume 1 m3 air

m3

m3

m2

Membuat 1 buah bak fiberglass volume 1 m3 air

Page 94: Rab Dan Analisa Type 36 coy

1.0000 Bak fiberglass @Rp.

0.1200 Perlengkapan @Rp.

3.0000 oh Pekerja @Rp.

4.5000 oh Tukang batu @Rp.

0.9000 oh Kepala tukang @Rp.

0.9000 oh Mandor @Rp.

12. Memasang 1 m pipa penyalur air limbah jenis pipa tanah, diameter 15 cm

1.6000 bh Pipa tanah @Rp.

0.6300 kg Semen portland @Rp.

0.0130 Pasir pasang @Rp.

0.0110 Pasir urug @Rp.

0.0600 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0025 oh Mandor @Rp.

13. Memasang 1 m pipa penyalur air limbah jenis pipa tanah, diameter 20 cm

1.6000 bh Pipa tanah @Rp.

0.8700 kg Semen portland @Rp.

0.0140 Pasir pasang @Rp.

0.0140 Pasir urug @Rp.

0.0800 oh Pekerja @Rp.

0.0400 oh Tukang batu @Rp.

0.0040 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

14. Memasang 1 m pipa beton, diameter 15 cm - 20 cm

1.1000 bh Pipa beton @Rp.

0.2700 Batu bata @Rp.

3.9200 kg Semen portland @Rp.

0.0560 Pasir pasang @Rp.

m3

m3

m3

m3

m3

m3

m3

Page 95: Rab Dan Analisa Type 36 coy

0.0240 Pasir urug @Rp.

0.1400 oh Pekerja @Rp.

0.0700 oh Tukang batu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

15. Memasang 1 m pipa beton, diameter 30 cm - 100 cm

1.1000 bh Pipa beton @Rp.

0.5500 Batu bata @Rp.

10.3000 kg Semen portland @Rp.

0.0610 Pasir pasang @Rp.

0.0690 Pasir urug @Rp.

0.3800 oh Pekerja @Rp.

0.1900 oh Tukang batu @Rp.

0.0190 oh Kepala tukang @Rp.

0.0190 oh Mandor @Rp.

16. Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm, tinggi 35 cm

0.1450 Batu bata @Rp.

44.0000 kg Semen portland @Rp.

0.0700 Pasir pasang @Rp.

0.0700 Batu kerikil @Rp.

1.6000 kg Besi beton @Rp.

0.0600 Pasir beton @Rp.

3.2000 oh Pekerja @Rp.

1.0150 oh Tukang batu @Rp.

0.0015 oh Kepala tukang @Rp.

0.0160 oh Mandor @Rp.

17. Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cm

0.2500 Batu bata @Rp.

77.0000 kg Semen portland @Rp.

m3

m3

m3

m3

m3

m3

m3

m3

m3

Page 96: Rab Dan Analisa Type 36 coy

0.1300 Pasir pasang @Rp.

0.0200 Batu kerikil @Rp.

2.6000 kg Besi beton @Rp.

0.0900 Pasir beton @Rp.

1.4200 oh Pekerja @Rp.

0.4730 oh Tukang batu @Rp.

0.0470 oh Kepala tukang @Rp.

0.0710 oh Mandor @Rp.

18. Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cm

0.3710 Batu bata @Rp.

114.0000 kg Semen portland @Rp.

0.1840 Pasir pasang @Rp.

0.0330 Batu koral @Rp.

4.8500 kg Besi beton @Rp.

0.1200 Pasir beton @Rp.

2.1600 oh Pekerja @Rp.

0.7200 oh Tukang batu @Rp.

0.0720 oh Kepala tukang @Rp.

0.1080 oh Mandor @Rp.

0.1000 oh Tukang gali @Rp.

19. Memasang 1 m pipa galvanis diameter 1/2"

1.2000 m Pipa galvanis @Rp.

0.3500 Perlengkapan @Rp.

0.0540 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0270 oh Mandor @Rp.

20. Memasang 1 m pipa galvanis diameter 3/4"

1.2000 m Pipa galvanis @Rp.

m3

m3

m3

m3

m3

m3

m3

Page 97: Rab Dan Analisa Type 36 coy

0.3500 Perlengkapan @Rp.

0.0540 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0270 oh Mandor @Rp.

21. Memasang 1 m pipa galvanis diameter 1"

1.2000 m Pipa galvanis @Rp.

0.3500 Perlengkapan @Rp.

0.0540 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0270 oh Mandor @Rp.

22. Memasang 1 m pipa galvanis diameter 1 1/2"

1.2000 m Pipa galvanis @Rp.

0.3500 Perlengkapan @Rp.

0.1080 oh Pekerja @Rp.

0.1800 oh Tukang batu @Rp.

0.0180 oh Kepala tukang @Rp.

0.0054 oh Mandor @Rp.

23. Memasang 1 m pipa galvanis diameter 3"

1.2000 m Pipa galvanis @Rp.

0.3500 Perlengkapan @Rp.

0.1080 oh Pekerja @Rp.

0.1800 oh Tukang batu @Rp.

0.0180 oh Kepala tukang @Rp.

0.0054 oh Mandor @Rp.

24. Memasang 1 m pipa galvanis diameter 4"

1.2000 m Pipa galvanis @Rp.

0.3500 Perlengkapan @Rp.

Page 98: Rab Dan Analisa Type 36 coy

0.1350 oh Pekerja @Rp.

0.2250 oh Tukang batu @Rp.

0.0225 oh Kepala tukang @Rp.

0.0068 oh Mandor @Rp.

25. Memasang 1 m pipa PVC tipe AW diameter 1/2"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0360 oh Pekerja @Rp.

0.0600 oh Tukang batu @Rp.

0.0060 oh Kepala tukang @Rp.

0.0018 oh Mandor @Rp.

26. Memasang 1 m pipa PVC tipe AW diameter 3/4"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0360 oh Pekerja @Rp.

0.0600 oh Tukang batu @Rp.

0.0060 oh Kepala tukang @Rp.

0.0018 oh Mandor @Rp.

27. Memasang 1 m pipa PVC tipe AW diameter 1"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0360 oh Pekerja @Rp.

0.0600 oh Tukang batu @Rp.

0.0060 oh Kepala tukang @Rp.

0.0018 oh Mandor @Rp.

28. Memasang 1 m pipa PVC tipe AW diameter 1 1/2"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0360 oh Pekerja @Rp.

Page 99: Rab Dan Analisa Type 36 coy

0.0600 oh Tukang batu @Rp.

0.0060 oh Kepala tukang @Rp.

0.0018 oh Mandor @Rp.

29. Memasang 1 m pipa PVC tipe AW diameter 2"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0540 oh Pekerja @Rp.

0.0900 oh Tukang batu @Rp.

0.0090 oh Kepala tukang @Rp.

0.0027 oh Mandor @Rp.

30. Memasang 1 m pipa PVC tipe AW diameter 2 1/2"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0360 oh Pekerja @Rp.

0.0600 oh Tukang batu @Rp.

0.0060 oh Kepala tukang @Rp.

0.0018 oh Mandor @Rp.

31. Memasang 1 m pipa PVC tipe AW diameter 3"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0810 oh Pekerja @Rp.

0.1350 oh Tukang batu @Rp.

0.0135 oh Kepala tukang @Rp.

0.0041 oh Mandor @Rp.

32. Memasang 1 m pipa PVC tipe AW diameter 4"

1.2000 m Pipa PVC @Rp.

0.3500 Perlengkapan @Rp.

0.0810 oh Pekerja @Rp.

0.1350 oh Tukang batu @Rp.

Page 100: Rab Dan Analisa Type 36 coy

0.0135 oh Kepala tukang @Rp.

0.0041 oh Mandor @Rp.

33. Memasang 1 bh bak cuci piring stainless steel

1.0000 bh Bak cuci stainless steel @Rp.1.0000 set Water drain + asesoris @Rp.

0.0300 oh Pekerja @Rp.

0.3000 oh Tukang batu @Rp.

0.0300 oh Kepala tukang @Rp.

0.0015 oh Mandor @Rp.

34. Memasang 1 bh bak cuci piring teraso

1.0000 bh Bak cuci teraso @Rp.

1.0000 bh Water drain + asesoris @Rp.

20.0000 kg Semen portland @Rp.

0.0500 Pasir @Rp.

0.0500 oh Pekerja @Rp.

0.5000 oh Tukang batu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0025 oh Mandor @Rp.

35. Memasang 1 bh kran diameter 3/4" atau 1/2"

1.0000 bh Kran air @Rp.

0.0250 bh Seal tape @Rp.

0.0100 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

36. Memasang 1 bh floor drain

1.0000 bh Floor drain @Rp.

0.0100 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

m3

Page 101: Rab Dan Analisa Type 36 coy

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

Page 102: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 103: Rab Dan Analisa Type 36 coy

500,000.00 Rp. 500,000.00

500,000.00 Rp. 30,000.00

50,000.00 Rp. 165,000.00

55,000.00 Rp. 60,500.00

60,000.00 Rp. 60.00

60,000.00 Rp. 9,600.00

Rp. 765,160.00

385,000.00 Rp. 385,000.00

1,200.00 Rp. 7,200.00

55,000.00 Rp. 550.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 82,500.00

60,000.00 Rp. 90,000.00

60,000.00 Rp. 9,600.00

Rp. 624,850.00

385,000.00 Rp. 385,000.00

700.00 Rp. 4,900.00

1,200.00 Rp. 7,200.00

55,000.00 Rp. 550.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 82,500.00

60,000.00 Rp. 18,000.00

60,000.00 Rp. 6,600.00

Rp. 554,750.00

170,000.00 Rp. 170,000.00

170,000.00 Rp. 51,000.00

Page 104: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 7,200.00

55,000.00 Rp. 550.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 55,000.00

60,000.00 Rp. 6,000.00

60,000.00 Rp. 6,000.00

Rp. 345,750.00

203,500.00 Rp. 203,500.00

203,500.00 Rp. 24,420.00

1,100.00 Rp. 6,600.00

55,000.00 Rp. 550.00

50,000.00 Rp. 60,000.00

55,000.00 Rp. 79,750.00

60,000.00 Rp. 9,000.00

60,000.00 Rp. 6,000.00

Rp. 389,820.00

396,000.00 Rp. 396,000.00

1,200.00 Rp. 7,200.00

55,000.00 Rp. 550.00

50,000.00 Rp. 105,000.00

55,000.00 Rp. 41,250.00

60,000.00 Rp. 4,200.00

60,000.00 Rp. 6,600.00

Rp. 560,800.00

396,000.00 Rp. 396,000.00

396,000.00 Rp. 59,400.00

50,000.00 Rp. 90,000.00

55,000.00 Rp. 148,500.00

60,000.00 Rp. 32,400.00

Page 105: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 6,600.00

Rp. 732,900.00

700.00 Rp. 280.00

1,200.00 Rp. 144,000.00

55,000.00 Rp. 16,500.00

Rp. -

#REF! #REF!

50,000.00 Rp. 300,000.00

55,000.00 Rp. 165,000.00

60,000.00 Rp. 18,000.00

60,000.00 Rp. 18,000.00

#REF!

10,500.00 Rp. 10,500.00

10,500.00 Rp. 2,100.00

55,000.00 Rp. 4,125.00

60,000.00 Rp. 45,000.00

60,000.00 Rp. 15,000.00

Rp. 76,725.00

#REF! #REF!

7,600.00 Rp. 1,368,000.00

#REF! #REF!

0.00 Rp. -

#REF!

50,000.00 Rp. 175,000.00

55,000.00 Rp. 247,500.00

60,000.00 Rp. 54,000.00

60,000.00 Rp. 54,000.00

#REF!

Page 106: Rab Dan Analisa Type 36 coy

396,000.00 Rp. 396,000.00

396,000.00 Rp. 47,520.00

50,000.00 Rp. 150,000.00

55,000.00 Rp. 247,500.00

60,000.00 Rp. 54,000.00

60,000.00 Rp. 54,000.00

Rp. 949,020.00

Memasang 1 m pipa penyalur air limbah jenis pipa tanah, diameter 15 cm

120,000.00 Rp. 192,000.00

1,200.00 Rp. 756.00

55,000.00 Rp. 715.00

50,000.00 Rp. 550.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 150.00

Rp. 199,001.00

Memasang 1 m pipa penyalur air limbah jenis pipa tanah, diameter 20 cm

230,000.00 Rp. 368,000.00

1,200.00 Rp. 1,044.00

55,000.00 Rp. 770.00

50,000.00 Rp. 700.00

50,000.00 Rp. 4,000.00

55,000.00 Rp. 2,200.00

60,000.00 Rp. 240.00

60,000.00 Rp. 420.00

Rp. 377,374.00

Rp. -

700.00 Rp. 189.00

1,200.00 Rp. 4,704.00

55,000.00 Rp. 3,080.00

Page 107: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 1,200.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 20,863.00

Rp. -

700.00 Rp. 385.00

1,200.00 Rp. 12,360.00

55,000.00 Rp. 3,355.00

50,000.00 Rp. 3,450.00

50,000.00 Rp. 19,000.00

55,000.00 Rp. 10,450.00

60,000.00 Rp. 1,140.00

60,000.00 Rp. 1,140.00

Rp. 51,280.00

Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm, tinggi 35 cm

700.00 Rp. 101.50

1,200.00 Rp. 52,800.00

55,000.00 Rp. 3,850.00

107,500.00 Rp. 7,525.00

7,600.00 Rp. 12,160.00

55,000.00 Rp. 3,300.00

50,000.00 Rp. 160,000.00

55,000.00 Rp. 55,825.00

60,000.00 Rp. 90.00

60,000.00 Rp. 960.00

Rp. 296,611.50

Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cm

700.00 Rp. 175.00

1,200.00 Rp. 92,400.00

Page 108: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 7,150.00

107,500.00 Rp. 2,150.00

7,600.00 Rp. 19,760.00

55,000.00 Rp. 4,950.00

50,000.00 Rp. 71,000.00

55,000.00 Rp. 26,015.00

60,000.00 Rp. 2,820.00

60,000.00 Rp. 4,260.00

Rp. 230,680.00

Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cm

700.00 Rp. 259.70

1,200.00 Rp. 136,800.00

55,000.00 Rp. 10,120.00

107,500.00 Rp. 3,547.50

7,600.00 Rp. 36,860.00

55,000.00 Rp. 6,600.00

50,000.00 Rp. 108,000.00

55,000.00 Rp. 39,600.00

60,000.00 Rp. 4,320.00

60,000.00 Rp. 6,480.00

55,000.00 Rp. 5,500.00

Rp. 358,087.20

43,750.00 Rp. 52,500.00

4,375.00 Rp. 1,531.25

50,000.00 Rp. 2,700.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 1,620.00

Rp. 63,841.25

53,750.00 Rp. 64,500.00

Page 109: Rab Dan Analisa Type 36 coy

5,375.00 Rp. 1,881.25

50,000.00 Rp. 2,700.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 1,620.00

Rp. 76,191.25

58,750.00 Rp. 70,500.00

5,875.00 Rp. 2,056.25

50,000.00 Rp. 2,700.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 1,620.00

Rp. 82,366.25

68,750.00 Rp. 82,500.00

68,750.00 Rp. 24,062.50

50,000.00 Rp. 5,400.00

55,000.00 Rp. 9,900.00

60,000.00 Rp. 1,080.00

60,000.00 Rp. 324.00

Rp. 123,266.50

71,250.00 Rp. 85,500.00

71,250.00 Rp. 24,937.50

50,000.00 Rp. 5,400.00

55,000.00 Rp. 9,900.00

60,000.00 Rp. 1,080.00

60,000.00 Rp. 324.00

Rp. 127,141.50

73,750.00 Rp. 88,500.00

73,750.00 Rp. 25,812.50

Page 110: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 6,750.00

55,000.00 Rp. 12,375.00

60,000.00 Rp. 1,350.00

60,000.00 Rp. 408.00

Rp. 135,195.50

12,925.00 Rp. 15,510.00

1,292.50 Rp. 452.37

50,000.00 Rp. 1,800.00

55,000.00 Rp. 3,300.00

60,000.00 Rp. 360.00

60,000.00 Rp. 108.00

Rp. 21,530.38

13,750.00 Rp. 16,500.00

1,375.00 Rp. 481.25

50,000.00 Rp. 1,800.00

55,000.00 Rp. 3,300.00

60,000.00 Rp. 360.00

60,000.00 Rp. 108.00

Rp. 22,549.25

7,500.00 Rp. 9,000.00

750.00 Rp. 262.50

50,000.00 Rp. 1,800.00

55,000.00 Rp. 3,300.00

60,000.00 Rp. 360.00

60,000.00 Rp. 108.00

Rp. 14,830.50

12,925.00 Rp. 15,510.00

1,292.50 Rp. 452.37

50,000.00 Rp. 1,800.00

Page 111: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 3,300.00

60,000.00 Rp. 360.00

60,000.00 Rp. 108.00

Rp. 21,530.38

19,250.00 Rp. 23,100.00

1,925.00 Rp. 673.75

50,000.00 Rp. 2,700.00

55,000.00 Rp. 4,950.00

60,000.00 Rp. 540.00

60,000.00 Rp. 162.00

Rp. 32,125.75

22,500.00 Rp. 27,000.00

2,250.00 Rp. 787.50

50,000.00 Rp. 1,800.00

55,000.00 Rp. 3,300.00

60,000.00 Rp. 360.00

60,000.00 Rp. 108.00

Rp. 33,355.50

32,500.00 Rp. 39,000.00

3,250.00 Rp. 1,137.50

50,000.00 Rp. 4,050.00

55,000.00 Rp. 7,425.00

60,000.00 Rp. 810.00

60,000.00 Rp. 246.00

Rp. 52,668.50

48,125.00 Rp. 57,750.00

4,812.50 Rp. 1,684.38

50,000.00 Rp. 4,050.00

55,000.00 Rp. 7,425.00

Page 112: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 810.00

60,000.00 Rp. 246.00

Rp. 71,965.38

250,000.00 Rp. 250,000.00 50,000.00 Rp. 50,000.00

50,000.00 Rp. 1,500.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 1,800.00

60,000.00 Rp. 90.00

Rp. 319,890.00

225,000.00 Rp. 225,000.00

50,000.00 Rp. 50,000.00

1,200.00 Rp. 24,000.00

50,000.00 Rp. 2,500.00

50,000.00 Rp. 2,500.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 150.00

Rp. 334,650.00

16,500.00 Rp. 16,500.00

3,500.00 Rp. 87.50

50,000.00 Rp. 500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 23,487.50

19,250.00 Rp. 19,250.00

50,000.00 Rp. 500.00

55,000.00 Rp. 5,500.00

Page 113: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 26,150.00

Page 114: Rab Dan Analisa Type 36 coy

IX. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT

01.

1.1000 lbr Pelat asbes tebal 6 mm @Rp.

0.0100 kg Paku @Rp.

0.0300 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0015 oh Mandor @Rp.

02.

1.1000 lbr Pelat asbes tebal 5 mm @Rp.

0.0100 kg Paku @Rp.

0.0300 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0015 oh Mandor @Rp.

03.

1.1000 lbr Pelat asbes tebal 4 mm @Rp.

0.0100 kg Paku @Rp.

0.0300 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0015 oh Mandor @Rp.

04.

1.1000 lbr Pelat asbes tebal 3,5 mm @Rp.

0.0100 kg Paku @Rp.

0.0300 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

1 m2 Langit-langit asbes (1,00 x 1,00) m, tebal 6 mm

1 m2 Langit-langit asbes (1,00 x 1,00) m, tebal 5 mm

1 m2 Langit-langit asbes (1,00 x 1,00) m, tebal 4 mm

1 m2 Langit-langit asbes (1,00 x 1,00) m, tebal 3,5 mm

Page 115: Rab Dan Analisa Type 36 coy

0.0070 oh Kepala tukang @Rp.

0.0015 oh Mandor @Rp.

05.

11.5000 lbr Akustik ukuran 30 x 30 cm @Rp.

0.0500 kg Paku @Rp.

0.0600 oh Pekerja @Rp.

0.1200 oh Tukang kayu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

06.

5.8000 lbr Akustik ukuran 30 x 60 cm @Rp.

0.0500 kg Paku @Rp.

0.0600 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

07.

1.5000 lbr Akustik armstrong ukuran 60x120 cm @Rp.

0.0500 kg Paku @Rp.

0.0600 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

08.

0.3600 lbr Plywood 4' x 8' x 4' mm @Rp.

0.0300 kg Paku @Rp.

0.0700 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

1 m2 Langit-langit akustik (30 x 30) cm

1 m2 Langit-langit akustik (30 x 60) cm

1 m2 Langit-langit akustik (60 x 120) cm

1 m2 Langit-langit plywood (30 x 60) cm, tebal 4 mm

Page 116: Rab Dan Analisa Type 36 coy

0.0100 oh Kepala tukang @Rp.

0.0035 oh Mandor @Rp.

09.

0.3600 lbr Plywood 4' x 8' x 6' mm @Rp.

0.0300 kg Paku @Rp.

0.0700 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0035 oh Mandor @Rp.

10.

0.3750 lbr Plywood 4' x 8' x 6' mm @Rp.

0.0300 kg Paku @Rp.

0.0700 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0035 oh Mandor @Rp.

11.

0.3750 lbr Plywood 4' x 8' x 6' mm @Rp.

0.0300 kg Paku @Rp.

0.0700 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0035 oh Mandor @Rp.

12.

0.3600 lbr Teakwood 4' x 8' x 4' mm @Rp.

0.0300 kg Paku @Rp.

0.0700 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

1 m2 Langit-langit plywood (30 x 60) cm, tebal 6 mm

1 m2 Langit-langit plywood (60 x 120) cm, tebal 4 mm

1 m2 Langit-langit plywood (60 x 120) cm, tebal 6 mm

1 m2 Langit-langit teakwood (30 x 60) cm, tebal 4 mm

Page 117: Rab Dan Analisa Type 36 coy

0.0100 oh Kepala tukang @Rp.

0.0035 oh Mandor @Rp.

13.

0.3750 lbr Teakwood 4' x 8' x 4' mm @Rp.

0.0300 kg Paku @Rp.

0.0700 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0035 oh Mandor @Rp.

14.

0.0240 Kayu jati, papan @Rp.

0.0100 kg Paku @Rp.

0.0500 kg Paku sekrup @Rp.

0.2000 oh Pekerja @Rp.

0.6000 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

15.

0.0240 Kayu ramin @Rp.

0.0100 kg Paku @Rp.

0.0500 kg Paku sekrup @Rp.

0.2000 oh Pekerja @Rp.

0.6000 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

16.

0.0240 Kayu kamper, papan @Rp.

0.0100 kg Paku @Rp.

1 m2 Langit-langit teakwood (60 x 120) cm, tebal 4 mm

1 m2 Langit-langit lat kayu jati

m3

1 m2 Langit-langit lat kayu ramin

m3

1 m2 Langit-langit lat kayu kamper

m3

Page 118: Rab Dan Analisa Type 36 coy

0.0500 kg Paku sekrup @Rp.

0.2000 oh Pekerja @Rp.

0.6000 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

17.

0.3500 lbr Soft board 4' x 8' x 4' mm @Rp.

0.0300 kg Paku biasa @Rp.

0.6000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

18.

3.6000 m Profil alumunium "T" @Rp.

0.1500 kg Kawat seng polos @Rp.

1.0000 bh Ramset/dina bolt @Rp.

1.5000 lbr Akustik armstrong ukuran 60x120cm @Rp.

0.1500 oh Pekerja @Rp.

0.5000 oh Tukang kayu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0075 oh Mandor @Rp.

19.

1.1000 lbr List kayu profil @Rp.

0.0100 kg Paku @Rp.

0.0500 oh Pekerja @Rp.

0.0500 oh Tukang kayu @Rp.

0.0050 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

1 m2 Langit-langit soft board

1 m2 Langit-langit akustik 60 x 120 cm + rangka aluminium

1 m List langit-langit kayu profil

Page 119: Rab Dan Analisa Type 36 coy

20.

0.0120 Kayu borneo, balok @Rp.

0.0600 kg Paku biasa @Rp.

1.1000 lbr Asbes 1,00 x 1,00 m @Rp.

0.1800 oh Pekerja @Rp.

0.3200 oh Tukang kayu @Rp.

0.0320 oh Kepala tukang @Rp.

0.0090 oh Mandor @Rp.

21.

0.0230 Kayu borneo @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.3900 lbr Plywood 4' x 8' x 4' mm @Rp.

0.2700 oh Pekerja @Rp.

0.4000 oh Tukang kayu @Rp.

0.0400 oh Kepala tukang @Rp.

0.0135 oh Mandor @Rp.

22.

0.0230 Kayu borneo, balok @Rp.

0.0600 kg Paku @Rp.

5.8000 lbr Akustik ukuran 30 x 60 cm @Rp.

0.2600 oh Pekerja @Rp.

0.4000 oh Tukang kayu @Rp.

0.0400 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

23.

0.0270 Kayu borneo, balok @Rp.

0.0600 kg Paku @Rp.

11.5000 lbr Akustik ukuran 30 x 30 cm @Rp.

0.3100 oh Pekerja @Rp.

1 m2 Langit-langit asbes (1,00 x 1,00) m, tebal 3,2 mm, rangka borneo

m3

1 m2 Langit-langit plywood 4 mm + rangka kayu borneo

m3

1 m2 Langit-langit akustik (30 x 60) cm + rangka kayu borneo

m3

1 m2 Langit-langit akustik (30 x 30) cm + rangka kayu borneo

m3

Page 120: Rab Dan Analisa Type 36 coy

0.4700 oh Tukang kayu @Rp.

0.0470 oh Kepala tukang @Rp.

0.0155 oh Mandor @Rp.

24.

0.3640 lbr Gypsum board (120 x 240 x 9) mm @Rp.

0.1100 kg Paku sekrup @Rp.

0.1000 oh Pekerja @Rp.

0.0500 oh Tukang kayu @Rp.

0.0050 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

1 m2 Langit-langit gypsum board, tebal 9 mm

Page 121: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 122: Rab Dan Analisa Type 36 coy

Rp. -

20,000.00 Rp. 200.00

50,000.00 Rp. 1,500.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 90.00

Rp. 6,060.00

Rp. -

20,000.00 Rp. 200.00

50,000.00 Rp. 1,500.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 90.00

Rp. 6,060.00

Rp. -

20,000.00 Rp. 200.00

50,000.00 Rp. 1,500.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 90.00

Rp. 6,060.00

Rp. -

20,000.00 Rp. 200.00

50,000.00 Rp. 1,500.00

55,000.00 Rp. 3,850.00

Page 123: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 420.00

60,000.00 Rp. 90.00

Rp. 6,060.00

32,500.00 Rp. 373,750.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 180.00

Rp. 385,250.00

32,500.00 Rp. 188,500.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 180.00

Rp. 198,780.00

32,500.00 Rp. 48,750.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 3,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 180.00

Rp. 59,030.00

63,000.00 Rp. 22,680.00

20,000.00 Rp. 600.00

50,000.00 Rp. 3,500.00

55,000.00 Rp. 5,500.00

Page 124: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 600.00

60,000.00 Rp. 210.00

Rp. 33,090.00

47,500.00 Rp. 17,100.00

20,000.00 Rp. 600.00

50,000.00 Rp. 3,500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 210.00

Rp. 27,510.00

47,500.00 Rp. 17,812.50

20,000.00 Rp. 600.00

50,000.00 Rp. 3,500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 210.00

Rp. 28,222.50

47,500.00 Rp. 17,812.50

20,000.00 Rp. 600.00

50,000.00 Rp. 3,500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 210.00

Rp. 28,222.50

70,000.00 Rp. 25,200.00

20,000.00 Rp. 600.00

50,000.00 Rp. 3,500.00

55,000.00 Rp. 5,500.00

Page 125: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 600.00

60,000.00 Rp. 210.00

Rp. 35,610.00

70,000.00 Rp. 26,250.00

20,000.00 Rp. 600.00

50,000.00 Rp. 3,500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 210.00

Rp. 36,660.00

3,080,000.00 Rp. 73,920.00

20,000.00 Rp. 200.00

30,750.00 Rp. 1,537.50

50,000.00 Rp. 10,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 600.00

Rp. 122,857.50

#REF! #REF!

20,000.00 Rp. 200.00

30,750.00 Rp. 1,537.50

50,000.00 Rp. 10,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 600.00

#REF!

1,500,000.00 Rp. 36,000.00

20,000.00 Rp. 200.00

Page 126: Rab Dan Analisa Type 36 coy

30,750.00 Rp. 1,537.50

50,000.00 Rp. 10,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 600.00

Rp. 84,937.50

125,000.00 Rp. 43,750.00

20,000.00 Rp. 600.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 180.00

Rp. 80,630.00

Rp. -

Rp. -

Rp. -

Rp. -

50,000.00 Rp. 7,500.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 450.00

Rp. 38,450.00

6,600.00 Rp. 7,260.00

20,000.00 Rp. 200.00

50,000.00 Rp. 2,500.00

55,000.00 Rp. 2,750.00

60,000.00 Rp. 300.00

60,000.00 Rp. 180.00

Rp. 13,190.00

Page 127: Rab Dan Analisa Type 36 coy

1,200,000.00 Rp. 14,400.00

20,000.00 Rp. 1,200.00

12,100.00 Rp. 13,310.00

50,000.00 Rp. 9,000.00

55,000.00 Rp. 17,600.00

60,000.00 Rp. 1,920.00

60,000.00 Rp. 540.00

Rp. 57,970.00

1,200,000.00 Rp. 27,600.00

20,000.00 Rp. 1,200.00

63,000.00 Rp. 24,570.00

50,000.00 Rp. 13,500.00

55,000.00 Rp. 22,000.00

60,000.00 Rp. 2,400.00

60,000.00 Rp. 810.00

Rp. 92,080.00

1,200,000.00 Rp. 27,600.00

20,000.00 Rp. 1,200.00

32,500.00 Rp. 188,500.00

50,000.00 Rp. 13,000.00

55,000.00 Rp. 22,000.00

60,000.00 Rp. 2,400.00

60,000.00 Rp. 780.00

Rp. 255,480.00

1,200,000.00 Rp. 32,400.00

20,000.00 Rp. 1,200.00

32,500.00 Rp. 373,750.00

50,000.00 Rp. 15,500.00

Langit-langit asbes (1,00 x 1,00) m, tebal 3,2 mm, rangka borneo

Page 128: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 25,850.00

60,000.00 Rp. 2,820.00

60,000.00 Rp. 930.00

Rp. 452,450.00

225,000.00 Rp. 81,900.00

30,750.00 Rp. 3,382.50

50,000.00 Rp. 5,000.00

55,000.00 Rp. 2,750.00

60,000.00 Rp. 300.00

60,000.00 Rp. 300.00

Rp. 93,632.50

Page 129: Rab Dan Analisa Type 36 coy

VIII. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP.

01.

25.0000 bh Genteng palentong @Rp.

0.1500 oh Pekerja @Rp.

0.0750 oh Tukang kayu @Rp.

0.0080 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

02.

25.0000 bh Genteng kodok @Rp.

0.1500 oh Pekerja @Rp.

0.0750 oh Tukang kayu @Rp.

0.0080 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

03.

12.0000 bh Genteng palentong super @Rp.

0.1500 oh Pekerja @Rp.

0.0600 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

04.

5.0000 bh Genteng bubung palentong @Rp.

8.0000 kg Semen portland @Rp.

0.0320 Pasir pasang @Rp.

0.4000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

1 m2 Pasang atap genteng palentong kecil

1 m2 Pasang atap genteng kodok/glazzur

1 m2 Pasang atap genteng palentong super/besar

1 m2 Pasang genteng bubung palentong

m3

Page 130: Rab Dan Analisa Type 36 coy

05.

5.0000 bh Genteng bubung kodok @Rp.

8.0000 kg Semen portland @Rp.

0.0320 Pasir pasang @Rp.

0.4000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

06.

4.0000 bh Genteng bubung palentong @Rp.

8.0000 kg Semen portland @Rp.

0.0320 Pasir pasang @Rp.

0.4000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

07.

0.6000 lbr Roof light fibreglass @Rp.

0.0500 kg Paku biasa 1/2" - 1" @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

08.

0.5000 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing 60 x 230 @Rp.

0.1400 oh Pekerja @Rp.

0.0750 oh Tukang kayu @Rp.

1 m Pasang bubung genteng kodok glazzur

m3

1 m Pasang bubung genteng palentong besar

m3

1 m2 Pasang roof light fibreglass (180 x 90) cm

1 m2 Pasang atap asbes gelombang (2,50 x 0,92 m) x 5 mm

Page 131: Rab Dan Analisa Type 36 coy

0.0080 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

09.

0.6000 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing 60 x 230 @Rp.

0.1400 oh Pekerja @Rp.

0.0750 oh Tukang kayu @Rp.

0.0080 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

10.

0.6000 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing 60 x 230 @Rp.

0.1400 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

11.

0.7500 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing 60 x 230 @Rp.

0.1400 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

12.

0.3500 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

1 m2 Pasang atap asbes gelombang (2,25 x 0,92 m) x 5 mm

1 m2 Pasang atap asbes gelombang (2,00 x 0,92 m) x 5 mm

1 m2 Pasang atap asbes gelombang (1,80 x 0,92 m) x 5 mm

1 m2 Pasang atap asbes gelombang (3,00 x 1,05 m) x 4 mm

Page 132: Rab Dan Analisa Type 36 coy

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

13.

0.4200 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

14.

0.4400 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

15.

0.5100 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

16.

0.8000 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

1 m2 Pasang atap asbes gelombang (2,70 x 1,05 m) x 4 mm

1 m2 Pasang atap asbes gelombang (2,40 x 1,05 m) x 4 mm

1 m2 Pasang atap asbes gelombang (2,10 x 1,05 m) x 4 mm

1 m2 Pasang atap asbes gelombang (1,5 x 1,05 m) x 4 mm

Page 133: Rab Dan Analisa Type 36 coy

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

17.

0.3700 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

18.

0.3800 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

19.

0.4600 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

20.

0.4900 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

1 m2 Pasang atap asbes gelombang (3,00 x 1,08 m) x 6 mm

1 m2 Pasang atap asbes gelombang (2,70 x 1,08 m) x 6 mm

1 m2 Pasang atap asbes gelombang (2,40 x 1,08 m) x 6 mm

1 m2 Pasang atap asbes gelombang (2,1 x 1,08 m) x 6 mm

Page 134: Rab Dan Analisa Type 36 coy

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

21.

0.5700 lbr Asbes gelombang @Rp.

0.1200 kg Paku pancing @Rp.

0.1400 oh Pekerja @Rp.

0.0670 oh Tukang kayu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

22.

2.4000 lbr Bubung stel gelombang @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

23.

2.1000 lbr Nok stel gelombang @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

24.

2.0500 lbr Nok stel gelombang @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

1 m2 Pasang atap asbes gelombang (1,80 x 1,08 m) x 6 mm

1 m Pasang bubung stel gelombang 0,92 m

1 m Pasang nok stel gelombang 1,05 m

1 m Pasang nok stel gelombang 1,08 m

Page 135: Rab Dan Analisa Type 36 coy

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

25.

1.2000 lbr Nok paten @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

26.

1.2000 lbr Nok paten @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

27.

1.2000 lbr Nok paten @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

28.

1.1000 lbr Nok stel rata @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.1000 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

1 m Pasang nok paten 0,92 m

1 m Pasang nok paten 1,05 m

1 m Pasang nok paten 1,08 m

1 m Pasang nok stel rata 0,92 m

Page 136: Rab Dan Analisa Type 36 coy

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

29.

1.1000 lbr Nok stel rata @Rp.

6.0000 bh Paku sekrup 3,5" @Rp.

0.0840 oh Pekerja @Rp.

0.1250 oh Tukang kayu @Rp.

0.0130 oh Kepala tukang @Rp.

0.0040 oh Mandor @Rp.

30.

11.0000 bh Genteng beton @Rp.

0.0300 kg Paku biasa 2" - 5" @Rp.

0.2000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

31.

6.9000 lbr Genteng aspal @Rp.

0.3500 lbr Plywood 4" x 8" x 6 mm @Rp.

0.0300 kg Paku biasa 1/2" - 1" @Rp.

0.5000 bh Plastic aerator @Rp.

0.2000 oh Pekerja @Rp.

0.3000 oh Tukang kayu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

32.

1.0200 bh Genteng metal @Rp.

0.2000 kg Paku biasa 2" - 5" @Rp.

1 m Pasang nok stel rata 1,05 m

1 m2 Pasang atap genteng beton

1 m2 Pasang atap genteng aspal

1 m2 Pasang atap genteng metal

Page 137: Rab Dan Analisa Type 36 coy

0.2000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0010 oh Mandor @Rp.

33.

60.0000 bh Genteng sirap @Rp.

0.2000 kg Paku biasa 1/2" - 1" @Rp.

0.1660 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

34.

3.5000 bh Nok genteng beton @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

10.8000 kg Semen abu-abu @Rp.

0.0320 Pasir pasang @Rp.

1.0000 kg Semen warna @Rp.

0.4000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0200 oh Mandor @Rp.

35.

2.0000 bh Genteng aspal @Rp.

0.0500 kg Paku biasa 1/2" - 1" @Rp.

0.0035 Kayu borneo balok @Rp.

0.1250 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

1 m2 Pasang atap sirap

1 m Pasang nok genteng beton

m3

1 m Pasang nok genteng aspal

m3

Page 138: Rab Dan Analisa Type 36 coy

36.

1.1000 bh Genteng decra bond @Rp.

0.0500 kg Paku biasa 1/2" - 1" @Rp.

0.2500 oh Pekerja @Rp.

0.1500 oh Tukang kayu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

37.

0.4000 lbr Seng plat 3" x 6" bjls 28 @Rp.

0.0600 kg Paku biasa 1/2" - 1" @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.0040 Kayu borneo, papan tebal 3 cm @Rp.

0.1250 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

38.

0.7000 lbr Seng gelombang 3" x 6" bjls 28 @Rp.

0.0200 kg Paku biasa 1/2" - 1" @Rp.

0.1200 oh Pekerja @Rp.

0.0600 oh Tukang kayu @Rp.

0.0060 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

39.

0.3000 lbr Seng plat 3" x 6" bjls 28 @Rp.

0.0400 kg Paku biasa 1/2" - 1" @Rp.

0.1500 oh Pekerja @Rp.

0.0700 oh Tukang kayu @Rp.

1 m Pasang nok genteng metal

1 m Pasang nok sirap

m3

1 m Pasang atap seng gelombang

1 m Pasang atap nok seng

Page 139: Rab Dan Analisa Type 36 coy

0.0080 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

40.

1.0500 Atap alluminium gelombang tebal 0,55 @Rp.

0.0200 kg Paku hak panjang 15 cm @Rp.

0.1500 oh Pekerja @Rp.

0.7500 oh Tukang kayu @Rp.

0.0080 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

41.

1.2000 Nok standar 40 cm 18, swg 22 @Rp.

0.0400 kg Paku hak panjang 15 cm @Rp.

0.1000 oh Pekerja @Rp.

1.0000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

42.

1.0500 Sisalation/aluminium foil @Rp.

0.1500 oh Pekerja @Rp.

0.0500 oh Tukang kayu @Rp.

0.0050 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

43. 1 m Memasang bubungan Atap0.6900 m Nok Alusin / Singcot @Rp.0.1500 kg Paku @Rp.0.2000 hr Tukang @Rp.0.0200 hr Kepala tukang @Rp.0.1000 hr Pekerja @Rp.0.0080 oh Mandor @Rp.

1 m2 Pasang atap alluminium

m2

1 m2 Pasang nok alluminium

m2

1 m2 Pasang alluminium foil/sisalation

m2

Page 140: Rab Dan Analisa Type 36 coy

44. 1.3300 m2 Atap Alusin / Singcot @Rp.

0.1500 kg Paku @Rp.0.0250 hr Tukang @Rp.0.0030 hr Kepala tukang @Rp.0.0250 hr Pekerja @Rp.0.0010 oh Mandor @Rp.

1 m2 Pekerjaan Pasangan Atap

Page 141: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 142: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 1,375,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 4,125.00

60,000.00 Rp. 480.00

60,000.00 Rp. 480.00

Rp. 1,387,585.00

2,500.00 Rp. 62,500.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 4,125.00

60,000.00 Rp. 480.00

60,000.00 Rp. 480.00

Rp. 75,085.00

70,000.00 Rp. 840,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 3,300.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 480.00

Rp. 854,880.00

27,500.00 Rp. 137,500.00

1,200.00 Rp. 9,600.00

55,000.00 Rp. 1,760.00

50,000.00 Rp. 20,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 120.00

Page 143: Rab Dan Analisa Type 36 coy

Rp. 181,180.00

2,500.00 Rp. 12,500.00

1,200.00 Rp. 9,600.00

55,000.00 Rp. 1,760.00

50,000.00 Rp. 20,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 120.00

Rp. 56,180.00

70,000.00 Rp. 280,000.00

1,200.00 Rp. 9,600.00

55,000.00 Rp. 1,760.00

50,000.00 Rp. 20,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 120.00

Rp. 323,680.00

35,000.00 Rp. 21,000.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 33,525.00

33,000.00 Rp. 16,500.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 4,125.00

Page 144: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 480.00

60,000.00 Rp. 480.00

Rp. 31,105.00

33,000.00 Rp. 19,800.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 4,125.00

60,000.00 Rp. 480.00

60,000.00 Rp. 480.00

Rp. 34,405.00

33,000.00 Rp. 19,800.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 34,010.00

33,000.00 Rp. 24,750.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 38,960.00

33,000.00 Rp. 11,550.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,850.00

Page 145: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 25,760.00

33,000.00 Rp. 13,860.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 28,070.00

33,000.00 Rp. 14,520.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 28,565.00

33,000.00 Rp. 16,830.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 30,875.00

33,000.00 Rp. 26,400.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

Page 146: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 40,445.00

33,000.00 Rp. 12,210.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 26,255.00

33,000.00 Rp. 12,540.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 26,585.00

33,000.00 Rp. 15,180.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 29,225.00

33,000.00 Rp. 16,170.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

Page 147: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 30,215.00

33,000.00 Rp. 18,810.00

21,000.00 Rp. 2,520.00

50,000.00 Rp. 7,000.00

55,000.00 Rp. 3,685.00

60,000.00 Rp. 420.00

60,000.00 Rp. 420.00

Rp. 32,855.00

80,000.00 Rp. 192,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 370,595.00

80,000.00 Rp. 168,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 346,595.00

80,000.00 Rp. 164,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

Page 148: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 342,595.00

15,000.00 Rp. 18,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 196,595.00

15,000.00 Rp. 18,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 196,595.00

15,000.00 Rp. 18,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 196,595.00

30,000.00 Rp. 33,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 8,250.00

Page 149: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 213,770.00

30,000.00 Rp. 33,000.00

27,750.00 Rp. 166,500.00

50,000.00 Rp. 4,200.00

55,000.00 Rp. 6,875.00

60,000.00 Rp. 780.00

60,000.00 Rp. 240.00

Rp. 211,595.00

4,500.00 Rp. 49,500.00

20,000.00 Rp. 600.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 600.00

Rp. 66,800.00

30,000.00 Rp. 207,000.00

47,500.00 Rp. 16,625.00

20,000.00 Rp. 600.00

Rp. -

50,000.00 Rp. 10,000.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 180.00

60,000.00 Rp. 600.00

Rp. 251,505.00

50,000.00 Rp. 51,000.00

20,000.00 Rp. 4,000.00

Page 150: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 10,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 60.00

Rp. 71,160.00

1,375.00 Rp. 82,500.00

20,000.00 Rp. 4,000.00

50,000.00 Rp. 8,300.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 480.00

Rp. 110,530.00

5,500.00 Rp. 19,250.00

20,000.00 Rp. 1,000.00

1,200.00 Rp. 12,960.00

55,000.00 Rp. 1,760.00

1,200.00 Rp. 1,200.00

50,000.00 Rp. 20,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,200.00

Rp. 69,570.00

30,000.00 Rp. 60,000.00

20,000.00 Rp. 1,000.00

2,530,000.00 Rp. 8,855.00

50,000.00 Rp. 6,250.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 360.00

Page 151: Rab Dan Analisa Type 36 coy

Rp. 91,715.00

Rp. -

20,000.00 Rp. 1,000.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 780.00

Rp. 23,430.00

Rp. -

20,000.00 Rp. 1,200.00

20,000.00 Rp. 1,000.00

3,080,000.00 Rp. 12,320.00

50,000.00 Rp. 6,250.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 360.00

Rp. 36,380.00

Rp. -

20,000.00 Rp. 400.00

50,000.00 Rp. 6,000.00

55,000.00 Rp. 3,300.00

60,000.00 Rp. 360.00

60,000.00 Rp. 360.00

Rp. 10,420.00

Rp. -

20,000.00 Rp. 800.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 3,850.00

Page 152: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 480.00

60,000.00 Rp. 360.00

Rp. 12,990.00

Rp. -

0.00 Rp. -

50,000.00 Rp. 7,500.00

55,000.00 Rp. 41,250.00

60,000.00 Rp. 480.00

60,000.00 Rp. 360.00

Rp. 49,590.00

Rp. -

0.00 Rp. -

50,000.00 Rp. 5,000.00

55,000.00 Rp. 55,000.00

60,000.00 Rp. 600.00

60,000.00 Rp. 600.00

Rp. 61,200.00

14,666.67 Rp. 15,400.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 2,750.00

60,000.00 Rp. 300.00

60,000.00 Rp. 480.00

Rp. 26,430.00

23,100.00 Rp. 15,939.00 20,000.00 Rp. 3,000.00 55,000.00 Rp. 11,000.00 60,000.00 Rp. 1,200.00 50,000.00 Rp. 5,000.00 60,000.00 Rp. 480.00

Rp. 36,619.00

Page 153: Rab Dan Analisa Type 36 coy

49,500.00 Rp. 65,835.00 20,000.00 Rp. 3,000.00 55,000.00 Rp. 1,375.00 60,000.00 Rp. 180.00 50,000.00 Rp. 1,250.00 60,000.00 Rp. 60.00

Rp. 71,700.00

Page 154: Rab Dan Analisa Type 36 coy

VII. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

01.

218.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.8700 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

02.

197.0000 kg Semen portland @Rp.

0.4700 Pasir beton @Rp.

0.9400 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

03.

173.0000 kg Semen portland @Rp.

0.5700 Pasir beton @Rp.

0.8700 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

04.

10.0000 kg Semen portland @Rp.

1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr

m3

m3

1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 6 Kr

m3

m3

1 m3 Membuat beton tumbuk, 1 Pc : 4 Ps : 6 Kr

m3

m3

1 m2 Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr tebal 5 cm

Page 155: Rab Dan Analisa Type 36 coy

0.0260 Pasir beton @Rp.

0.0440 Koral beton @Rp.

1.1500 oh Pekerja @Rp.

0.0200 oh Tukang batu @Rp.

0.0020 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

05.

232.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

06.

280.0000 kg Semen portland @Rp.

0.4500 Pasir beton @Rp.

0.9000 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

07.

352.0000 kg Semen portland @Rp.

0.5600 Pasir beton @Rp.

0.7000 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 4 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 2,5 Kr

m3

m3

Page 156: Rab Dan Analisa Type 36 coy

0.0800 oh Mandor @Rp.

08.

357.0000 kg Semen portland @Rp.

0.4200 Pasir beton @Rp.

0.5400 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

09.

386.0000 kg Semen portland @Rp.

0.4700 Pasir beton @Rp.

0.7800 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

10.

479.0000 kg Semen portland @Rp.

0.3700 Pasir beton @Rp.

0.7400 Koral beton @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

11.

440.0000 kg Semen portland @Rp.

0.5000 Pasir beton @Rp.

1 m3 Membuat beton bertulang, 1 Pc : 1,5 Ps : 3 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 1,5 Ps : 2,5 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 1 Ps : 2 Kr

m3

m3

1 m3 Membuat tiang pancang prestressed beton

m3

Page 157: Rab Dan Analisa Type 36 coy

0.8000 Koral beton @Rp.

2.4600 gin Rapidrant @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

12.

336.0000 kg Semen portland @Rp.

0.5400 Pasir beton @Rp.

0.8100 Koral beton @Rp.

1.0000 ltr Puzzdith - 100 XR @Rp.

1.6500 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

13.

336.0000 kg Semen portland @Rp.

0.5400 Pasir beton @Rp.

0.8100 Koral beton @Rp.

2.0000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

1.0000 oh Mandor @Rp.

14.

291.0000 kg Semen portland @Rp.

0.4700 Pasir beton @Rp.

0.9300 Koral beton @Rp.

2.0000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

m3

1 m3 Membuat beton dengan puzzdith - 100 XR

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 4 Kr

m3

m3

Page 158: Rab Dan Analisa Type 36 coy

0.0350 oh Kepala tukang @Rp.

1.0000 oh Mandor @Rp.

15.

367.0000 kg Semen portland @Rp.

0.4400 Pasir beton @Rp.

0.8800 Koral beton 2/3 @Rp.

2.0000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

1.0000 oh Mandor @Rp.

16.

400.0000 kg Semen portland @Rp.

0.4800 Pasir beton @Rp.

0.8000 Koral beton 2/3 @Rp.

2.0000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

1.0000 oh Mandor @Rp.

17.

615.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.5200 Koral beton @Rp.

2.0000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

1.0000 oh Mandor @Rp.

18.

400.0000 kg Semen portland @Rp.

1 m3 Membuat beton bertulang, 1 Pc : 1,5 Ps : 3 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 1,5 Ps : 2,5 Kr

m3

m3

1 m3 Membuat beton bertulang, 1 Pc : 1 Ps : 1 Kr

m3

m3

1 m3 Membuat beton kedap air dengan storox - 100

Page 159: Rab Dan Analisa Type 36 coy

0.4800 Pasir beton @Rp.

0.8000 Koral beton 2/3 @Rp.

1.2000 kg Storox - 100 @Rp.

2.0000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

0.0350 oh Kepala tukang @Rp.

1.0000 oh Mandor @Rp.

19. 1 m Memasang PVC Waterstop lebar 150 cm

1.0500 m Waterstop lebar 150 cm @Rp.

0.0500 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0030 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

20. 1 m Memasang PVC Waterstop lebar 200 cm

1.0500 m Waterstop lebar 200 cm @Rp.

0.0500 oh Pekerja @Rp.

0.0350 oh Tukang batu @Rp.

0.0035 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

21. 1 m Memasang PVC Waterstop lebar 230 cm

1.0500 m Waterstop lebar 230 cm @Rp.

0.5500 oh Pekerja @Rp.

0.0350 oh Tukang batu @Rp.

0.0030 oh Mandor @Rp.

22. 1 m Memasang PVC Waterstop lebar 250 cm

1.0500 m Waterstop lebar 250 cm @Rp.

0.5500 oh Pekerja @Rp.

0.0350 oh Tukang batu @Rp.

0.0030 oh Mandor @Rp.

m3

m3

Page 160: Rab Dan Analisa Type 36 coy

23. 1 m Memasang PVC Waterstop lebar 300 cm

1.0500 m Waterstop lebar 300 cm @Rp.

0.5500 oh Pekerja @Rp.

0.0350 oh Tukang batu @Rp.

0.0030 oh Mandor @Rp.

24. 1 m Memasang PVC Waterstop lebar 320 cm

1.0500 m Waterstop lebar 320 cm @Rp.

0.5500 oh Pekerja @Rp.

0.0350 oh Tukang batu @Rp.

0.0030 oh Mandor @Rp.

25. 1 Kg Pembesian dengan besi polos atau besi ulir

1.0500 kg Besi beton ( polos/ulir ) @Rp.

0.0150 kg Kawat beton @Rp.

0.0070 oh Pekerja @Rp.

0.0070 oh Tukang besi @Rp.

0.0007 oh Kepala tukang @Rp.

0.0003 oh Mandor @Rp.

26. 1 Kg Kabel prestressed polos/strands

1.0500 kg Besi prestressed polos @Rp.

0.0100 kg Kawat beton @Rp.

0.0050 oh Pekerja @Rp.

0.0050 oh Tukang besi @Rp.

0.0005 oh Kepala tukang @Rp.

0.0003 oh Mandor @Rp.

27. 1 Kg Jaring kawat baja

1.0200 kg Besi jaring kawat baja @Rp.

0.8050 kg Kawat beton @Rp.

0.0250 oh Pekerja @Rp.

Page 161: Rab Dan Analisa Type 36 coy

0.0250 oh Tukang besi @Rp.

0.0025 oh Kepala tukang @Rp.

0.0015 oh Mandor @Rp.

28.

0.0400 Kayu terentang @Rp.

0.3000 kg Paku biasa 2" - 5" @Rp.

0.1000 lt Minyak bekisting @Rp.

0.3000 oh Pekerja @Rp.

0.2600 oh Tukang kayu @Rp.

0.0260 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

29.

0.0450 Kayu terentang @Rp.

0.3000 kg Paku biasa 2" - 5" @Rp.

0.1000 lt Minyak bekisting @Rp.

0.3000 oh Pekerja @Rp.

0.2600 oh Tukang kayu @Rp.

0.0260 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

30.

0.0400 Kayu terentang @Rp.

0.4000 kg Paku biasa 2" - 5" @Rp.

0.2000 lt Minyak bekisting @Rp.

0.0150 Balok kayu borneo @Rp.

0.3500 lbr Plywood tebal 9 mm @Rp.

2.0000 btg Dolken kayu galam dm-8-10/4 m @Rp.

0.3000 oh Pekerja @Rp.

0.3300 oh Tukang kayu @Rp.

0.0330 oh Kepala tukang @Rp.

1 m2 Pasang bekisting untuk pondasi

m3

1 m2 Pasang bekisting untuk sloof

m3

1 m2 Pasang bekisting untuk kolom

m3

m3

Page 162: Rab Dan Analisa Type 36 coy

0.0060 oh Mandor @Rp.

31.

0.0400 Kayu terentang @Rp.

0.4000 kg Paku biasa 2" - 5" @Rp.

0.2000 lt Minyak bekisting @Rp.

0.0180 Balok kayu borneo @Rp.

0.3500 lbr Plywood tebal 9 mm @Rp.

2.0000 btg Dolken kayu galam dm-8-10/4 m @Rp.

0.3200 oh Pekerja @Rp.

0.3300 oh Tukang kayu @Rp.

0.0330 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

32.

0.0400 Kayu terentang @Rp.

0.4000 kg Paku biasa 2" - 5" @Rp.

0.2000 lt Minyak bekisting @Rp.

0.0150 Balok kayu borneo @Rp.

0.3500 lbr Plywood tebal 9 mm @Rp.

6.0000 btg Dolken kayu galam dm-8-10/4 m @Rp.

0.3200 oh Pekerja @Rp.

0.3300 oh Tukang kayu @Rp.

0.0330 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

33.

0.0300 Kayu terentang @Rp.

0.4000 kg Paku biasa 2" - 5" @Rp.

0.2000 lt Minyak bekisting @Rp.

0.0200 Balok kayu borneo @Rp.

0.3500 lbr Plywood tebal 9 mm @Rp.

1 m2 Pasang bekisting untuk balok

m3

m3

1 m2 Pasang bekisting untuk lantai

m3

m3

1 m2 Pasang bekisting untuk dinding

m3

m3

Page 163: Rab Dan Analisa Type 36 coy

3.0000 btg Dolken kayu galam dm-8-10/4 m @Rp.

4.0000 bh Formtie/penjaga jarak bekisting/spacer @Rp.

0.3200 oh Pekerja @Rp.

0.3300 oh Tukang kayu @Rp.

0.3300 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

,

34.

0.0300 Kayu terentang @Rp.

0.4000 kg Paku biasa 2" - 5" @Rp.

0.1500 lt Minyak bekisting @Rp.

0.0150 Balok kayu borneo @Rp.

0.3500 lbr Plywood tebal 9 mm @Rp.

2.0000 btg Dolken kayu galam dm-8-10/4 m @Rp.

0.3200 oh Pekerja @Rp.

0.3300 oh Tukang kayu @Rp.

0.0330 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

35.

388.0000 kg Semen portland @Rp.

0.6500 Pasir beton @Rp.

0.6500 Koral beton @Rp.

6.0000 oh Pekerja @Rp.

1.0000 oh Tukang batu @Rp.

0.1000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

36.

400.0000 kg Semen portland @Rp.

0.4000 Pasir beton @Rp.

0.8200 Koral beton @Rp.

1 m2 Pasang bekisting untuk tangga

m3

m3

1 m3 Membuat beton dengan mutu K225

m3

m3

1 m3 Membuat beton dengan mutu K275

m3

m3

Page 164: Rab Dan Analisa Type 36 coy

6.0000 oh Pekerja @Rp.

1.0000 oh Tukang batu @Rp.

0.1000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

37.

0.0264 Kayu terentang @Rp.

0.6000 kg Paku biasa 2" - 5" @Rp.

0.5000 btg Dolken kayu galam dm-8-10/4 m @Rp.

0.1500 oh Pekerja @Rp.

0.0500 oh Tukang kayu @Rp.

0.0050 oh Kepala tukang @Rp.

0.0070 oh Mandor @Rp.

38.

0.2000 Kayu terentang @Rp.

1.5000 kg Paku biasa 2" - 5" @Rp.

0.4000 lt Minyak bekisting @Rp.

150.0000 kg Besi beton polos @Rp.

2.2500 kg Kawat beton @Rp.

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

3.9000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

1.0400 oh Tukang kayu @Rp.

1.0500 oh Tukang besi @Rp.

0.2450 oh Kepala tukang @Rp.

0.1650 oh Mandor @Rp.

39.

0.2700 Kayu terentang @Rp.

1 m2 Pasang jembatan cor

m3

1 m3 Membuat pondasi beton bertulang (150 kg besi + bekisting)

m3

m3

m3

1 m3 Membuat sloof beton bertulang (200 kg besi + bekisting)

m3

Page 165: Rab Dan Analisa Type 36 coy

0.2000 kg Paku biasa 2" - 5" @Rp.

0.6000 lt Minyak bekisting @Rp.

200.0000 kg Besi beton polos @Rp.

3.0000 kg Kawat beton @Rp.

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

4.8500 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

1.5600 oh Tukang kayu @Rp.

1.4000 oh Tukang besi @Rp.

0.3310 oh Kepala tukang @Rp.

0.1700 oh Mandor @Rp.

40.

0.4000 Kayu terentang @Rp.

4.0000 kg Paku biasa 2" - 5" @Rp.

2.0000 lt Minyak bekisting @Rp.

300.0000 kg Besi beton polos @Rp.

4.5000 kg Kawat beton @Rp.

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

0.1500 Kayu kelas III balok @Rp.

3.5000 lbr Plywood tebal 9 mm @Rp.

20.0000 btg Dolken kayu galam dm-8-cm/4 m @Rp.

7.3000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

3.3000 oh Tukang kayu @Rp.

2.1000 oh Tukang besi @Rp.

0.5700 oh Kepala tukang @Rp.

0.2500 oh Mandor @Rp.

m3

m3

1 m3 Membuat kolom beton bertulang (300 kg besi + bekisting)

m3

m3

m3

m3

Page 166: Rab Dan Analisa Type 36 coy

41.

0.3200 Kayu terentang @Rp.

3.2000 kg Paku biasa 2" - 5" @Rp.

1.6000 lt Minyak bekisting @Rp.

200.0000 kg Besi beton polos @Rp.

3.0000 kg Kawat beton @Rp.

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

0.1400 Kayu borneo balok @Rp.

2.8000 lbr Plywood tebal 9 mm @Rp.

16.0000 btg Dolken kayu galam dm-8-cm/4 m @Rp.

5.9600 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

2.8000 oh Tukang kayu @Rp.

1.4000 oh Tukang besi @Rp.

0.4550 oh Kepala tukang @Rp.

0.2080 oh Mandor @Rp.

42.

0.3200 Kayu terentang @Rp.

3.2000 kg Paku biasa 2" - 5" @Rp.

1.6000 lt Minyak bekisting @Rp.

150.0000 kg Besi beton polos @Rp.

2.2500 kg Kawat beton @Rp.

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

0.1200 Kayu borneo balok @Rp.

2.8000 lbr Plywood tebal 9 mm @Rp.

32.0000 btg Dolken kayu galam dm-8-cm/4 m @Rp.

1 m3 Membuat balok beton bertulang (200 kg besi + bekisting)

m3

m3

m3

m3

1 m3 Membuat balok beton bertulang (150 kg besi + bekisting)

m3

m3

m3

m3

Page 167: Rab Dan Analisa Type 36 coy

5.8000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

2.8000 oh Tukang kayu @Rp.

1.0500 oh Tukang besi @Rp.

0.4200 oh Kepala tukang @Rp.

0.1850 oh Mandor @Rp.

43.

0.2400 Kayu terentang @Rp.

3.2000 kg Paku biasa 2" - 5" @Rp.

1.6000 lt Minyak bekisting @Rp.

150.0000 kg Besi beton polos @Rp.

2.2500 kg Kawat beton @Rp.

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

0.1600 Kayu borneo balok @Rp.

2.8000 lbr Plywood tebal 9 mm @Rp.

24.0000 btg Dolken kayu galam dm-8-cm/4 m @Rp.

5.6000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

2.6400 oh Tukang kayu @Rp.

1.0500 oh Tukang besi @Rp.

0.4000 oh Kepala tukang @Rp.

0.1930 oh Mandor @Rp.

44.

0.2400 Kayu terentang @Rp.

3.0000 kg Paku biasa 2" - 5" @Rp.

1.2000 lt Minyak bekisting @Rp.

200.0000 kg Besi beton polos @Rp.

3.0000 kg Kawat beton @Rp.

1 m3 Membuat dinding beton bertulang (150 kg besi + bekisting)

m3

m3

m3

m3

1 m3 Membuat tangga beton bertulang (200 kg besi + bekisting)

m3

Page 168: Rab Dan Analisa Type 36 coy

323.0000 kg Semen portland @Rp.

0.5200 Pasir beton @Rp.

0.7800 Koral beton @Rp.

0.1050 Kayu borneo balok @Rp.

2.5000 lbr Plywood tebal 9 mm @Rp.

14.0000 btg Dolken kayu galam dm-8-cm/4 m @Rp.

5.6000 oh Pekerja @Rp.

0.3500 oh Tukang batu @Rp.

2.3000 oh Tukang kayu @Rp.

1.4000 oh Tukang besi @Rp.

0.4050 oh Kepala tukang @Rp.

0.2020 oh Mandor @Rp.

45.

0.0020 Kayu terentang @Rp.

0.0100 kg Paku biasa 2" - 5" @Rp.

3.0000 kg Besi beton polos @Rp.

0.4500 kg Kawat beton @Rp.

4.0000 kg Semen portland @Rp.

0.0060 Pasir beton @Rp.

0.0090 Koral beton @Rp.

0.0600 oh Pekerja @Rp.

0.0200 oh Tukang batu @Rp.

0.0200 oh Tukang kayu @Rp.

0.0200 oh Tukang besi @Rp.

0.0060 oh Kepala tukang @Rp.

0.0030 oh Mandor @Rp.

46.

0.0030 Kayu albasiah @Rp.

0.0200 kg Paku biasa 2" - 5" @Rp.

3.6000 kg Besi beton polos @Rp.

m3

m3

m3

1 m3 Membuat kolom penguat beton bertulang (11 x 11) cm

m3

m3

m3

1 m Membuat ring balok beton bertulang (10 x 15) cm

m3

Page 169: Rab Dan Analisa Type 36 coy

0.0500 kg Kawat beton @Rp.

5.5000 kg Semen portland @Rp.

0.0090 Pasir beton @Rp.

0.0150 Koral beton @Rp.

0.1000 oh Pekerja @Rp.

0.0330 oh Tukang batu @Rp.

0.0330 oh Tukang kayu @Rp.

0.0330 oh Tukang besi @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

m3

m3

Page 170: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 171: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 261,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 93,525.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 486,275.00

1,200.00 Rp. 236,400.00

55,000.00 Rp. 25,850.00

107,500.00 Rp. 101,050.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 465,850.00

1,200.00 Rp. 207,600.00

55,000.00 Rp. 31,350.00

107,500.00 Rp. 93,525.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 435,025.00

1,200.00 Rp. 12,000.00

Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr tebal 5 cm

Page 172: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 1,430.00

107,500.00 Rp. 4,730.00

50,000.00 Rp. 57,500.00

55,000.00 Rp. 1,100.00

60,000.00 Rp. 120.00

60,000.00 Rp. 360.00

Rp. 77,240.00

1,200.00 Rp. 278,400.00 4.64

55,000.00 Rp. 28,600.00 0.5200

107,500.00 Rp. 83,850.00 0.7800

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 493,400.00

1,200.00 Rp. 336,000.00

55,000.00 Rp. 24,750.00

107,500.00 Rp. 96,750.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 560,050.00

1,200.00 Rp. 422,400.00

55,000.00 Rp. 30,800.00

107,500.00 Rp. 75,250.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

Page 173: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 4,800.00

Rp. 631,000.00

1,200.00 Rp. 428,400.00

55,000.00 Rp. 23,100.00

107,500.00 Rp. 58,050.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 612,100.00

1,200.00 Rp. 463,200.00

55,000.00 Rp. 25,850.00

107,500.00 Rp. 83,850.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 675,450.00

1,200.00 Rp. 574,800.00

55,000.00 Rp. 20,350.00

107,500.00 Rp. 79,550.00

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 777,250.00

1,200.00 Rp. 528,000.00

55,000.00 Rp. 27,500.00

Page 174: Rab Dan Analisa Type 36 coy

107,500.00 Rp. 86,000.00

Rp. -

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 744,050.00

1,200.00 Rp. 403,200.00

55,000.00 Rp. 29,700.00

107,500.00 Rp. 87,075.00

Rp. -

50,000.00 Rp. 82,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,800.00

Rp. 622,525.00

1,200.00 Rp. 403,200.00

55,000.00 Rp. 29,700.00

107,500.00 Rp. 87,075.00

50,000.00 Rp. 100,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 60,000.00

Rp. 701,325.00

1,200.00 Rp. 349,200.00

55,000.00 Rp. 25,850.00

107,500.00 Rp. 99,975.00

50,000.00 Rp. 100,000.00

55,000.00 Rp. 19,250.00

Page 175: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 2,100.00

60,000.00 Rp. 60,000.00

Rp. 656,375.00

1,200.00 Rp. 440,400.00

55,000.00 Rp. 24,200.00

107,500.00 Rp. 94,600.00

50,000.00 Rp. 100,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 60,000.00

Rp. 740,550.00

1,200.00 Rp. 480,000.00

55,000.00 Rp. 26,400.00

107,500.00 Rp. 86,000.00

50,000.00 Rp. 100,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 60,000.00

Rp. 773,750.00

1,200.00 Rp. 738,000.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 55,900.00

50,000.00 Rp. 100,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 60,000.00

Rp. 1,003,850.00

1,200.00 Rp. 480,000.00

Page 176: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 26,400.00

107,500.00 Rp. 86,000.00

Rp. -

50,000.00 Rp. 100,000.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 60,000.00

Rp. 773,750.00

Rp. -

50,000.00 Rp. 2,500.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 180.00

60,000.00 Rp. 120.00

Rp. 4,450.00

Rp. -

50,000.00 Rp. 2,500.00

55,000.00 Rp. 1,925.00

60,000.00 Rp. 210.00

60,000.00 Rp. 120.00

Rp. 4,755.00

Rp. -

50,000.00 Rp. 27,500.00

55,000.00 Rp. 1,925.00

60,000.00 Rp. 180.00

Rp. 29,605.00

Rp. -

50,000.00 Rp. 27,500.00

55,000.00 Rp. 1,925.00

60,000.00 Rp. 180.00

Page 177: Rab Dan Analisa Type 36 coy

Rp. 29,605.00

Rp. -

50,000.00 Rp. 27,500.00

55,000.00 Rp. 1,925.00

60,000.00 Rp. 180.00

Rp. 29,605.00

Rp. -

50,000.00 Rp. 27,500.00

55,000.00 Rp. 1,925.00

60,000.00 Rp. 180.00

Rp. 29,605.00

7,600.00 Rp. 7,980.00

12,350.00 Rp. 185.25

50,000.00 Rp. 350.00

55,000.00 Rp. 385.00

60,000.00 Rp. 42.00

60,000.00 Rp. 18.00

Rp. 8,960.25

0.00 Rp. -

12,350.00 Rp. 123.50

50,000.00 Rp. 250.00

55,000.00 Rp. 275.00

60,000.00 Rp. 30.00

60,000.00 Rp. 18.00

Rp. 696.50

Rp. -

12,350.00 Rp. 9,941.75

50,000.00 Rp. 1,250.00

Page 178: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 1,375.00

60,000.00 Rp. 150.00

60,000.00 Rp. 90.00

Rp. 12,806.75

935,000.00 Rp. 37,400.00

20,000.00 Rp. 6,000.00

1,100.00 Rp. 110.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 14,300.00

60,000.00 Rp. 1,560.00

60,000.00 Rp. 300.00

Rp. 74,670.00

935,000.00 Rp. 42,075.00

20,000.00 Rp. 6,000.00

1,100.00 Rp. 110.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 14,300.00

60,000.00 Rp. 1,560.00

60,000.00 Rp. 300.00

Rp. 79,345.00

935,000.00 Rp. 37,400.00

20,000.00 Rp. 8,000.00

1,100.00 Rp. 220.00

1,200,000.00 Rp. 18,000.00

99,000.00 Rp. 34,650.00

16,500.00 Rp. 33,000.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 18,150.00

60,000.00 Rp. 1,980.00

Page 179: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 360.00

Rp. 166,760.00

825,000.00 Rp. 33,000.00

20,000.00 Rp. 8,000.00

1,100.00 Rp. 220.00

1,200,000.00 Rp. 21,600.00

99,000.00 Rp. 34,650.00

16,500.00 Rp. 33,000.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 18,150.00

60,000.00 Rp. 1,980.00

60,000.00 Rp. 360.00

Rp. 166,960.00

935,000.00 Rp. 37,400.00

20,000.00 Rp. 8,000.00

1,100.00 Rp. 220.00

1,200,000.00 Rp. 18,000.00

99,000.00 Rp. 34,650.00

16,500.00 Rp. 99,000.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 18,150.00

60,000.00 Rp. 1,980.00

60,000.00 Rp. 360.00

Rp. 233,760.00

825,000.00 Rp. 24,750.00

20,000.00 Rp. 8,000.00

1,100.00 Rp. 220.00

1,200,000.00 Rp. 24,000.00

99,000.00 Rp. 34,650.00

Page 180: Rab Dan Analisa Type 36 coy

16,500.00 Rp. 49,500.00

15,000.00 Rp. 60,000.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 18,150.00

60,000.00 Rp. 19,800.00

60,000.00 Rp. 360.00

Rp. 255,430.00

825,000.00 Rp. 24,750.00

20,000.00 Rp. 8,000.00

1,100.00 Rp. 165.00

1,200,000.00 Rp. 18,000.00

99,000.00 Rp. 34,650.00

16,500.00 Rp. 33,000.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 18,150.00

60,000.00 Rp. 1,980.00

60,000.00 Rp. 360.00

Rp. 155,055.00

1,200.00 Rp. 465,600.00

55,000.00 Rp. 35,750.00

107,500.00 Rp. 69,875.00

50,000.00 Rp. 300,000.00

55,000.00 Rp. 55,000.00

60,000.00 Rp. 6,000.00

60,000.00 Rp. 18,000.00

Rp. 950,225.00

1,200.00 Rp. 480,000.00

55,000.00 Rp. 22,000.00

107,500.00 Rp. 88,150.00

Page 181: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 300,000.00

55,000.00 Rp. 55,000.00

60,000.00 Rp. 6,000.00

60,000.00 Rp. 18,000.00

Rp. 969,150.00

825,000.00 Rp. 21,780.00

20,000.00 Rp. 12,000.00

16,500.00 Rp. 8,250.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 2,750.00

60,000.00 Rp. 300.00

60,000.00 Rp. 420.00

Rp. 53,000.00

825,000.00 Rp. 165,000.00

20,000.00 Rp. 30,000.00

1,100.00 Rp. 440.00

7,600.00 Rp. 1,140,000.00

12,350.00 Rp. 27,787.50

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

50,000.00 Rp. 195,000.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 57,200.00

55,000.00 Rp. 57,750.00

60,000.00 Rp. 14,700.00

60,000.00 Rp. 9,900.00

Rp. 2,217,077.50

825,000.00 Rp. 222,750.00

Membuat pondasi beton bertulang (150 kg besi + bekisting)

Page 182: Rab Dan Analisa Type 36 coy

20,000.00 Rp. 4,000.00

1,100.00 Rp. 660.00

7,600.00 Rp. 1,520,000.00

12,350.00 Rp. 37,050.00

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

50,000.00 Rp. 242,500.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 85,800.00

55,000.00 Rp. 77,000.00

60,000.00 Rp. 19,860.00

60,000.00 Rp. 10,200.00

Rp. 2,739,120.00

825,000.00 Rp. 330,000.00

20,000.00 Rp. 80,000.00

1,100.00 Rp. 2,200.00

7,600.00 Rp. 2,280,000.00

12,350.00 Rp. 55,575.00

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

825,000.00 Rp. 123,750.00

99,000.00 Rp. 346,500.00 10.08

16,500.00 Rp. 330,000.00

50,000.00 Rp. 365,000.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 181,500.00

55,000.00 Rp. 115,500.00

60,000.00 Rp. 34,200.00

60,000.00 Rp. 15,000.00

Membuat kolom beton bertulang (300 kg besi + bekisting)

Page 183: Rab Dan Analisa Type 36 coy

Rp. 4,778,525.00

825,000.00 Rp. 264,000.00

20,000.00 Rp. 64,000.00

1,100.00 Rp. 1,760.00

7,600.00 Rp. 1,520,000.00

12,350.00 Rp. 37,050.00

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

1,200,000.00 Rp. 168,000.00

99,000.00 Rp. 277,200.00

16,500.00 Rp. 264,000.00

50,000.00 Rp. 298,000.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 154,000.00

55,000.00 Rp. 77,000.00

60,000.00 Rp. 27,300.00

60,000.00 Rp. 12,480.00

Rp. 3,684,090.00

825,000.00 Rp. 264,000.00

20,000.00 Rp. 64,000.00

1,100.00 Rp. 1,760.00

7,600.00 Rp. 1,140,000.00

12,350.00 Rp. 27,787.50

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

1,200,000.00 Rp. 144,000.00

99,000.00 Rp. 277,200.00

16,500.00 Rp. 528,000.00

Membuat balok beton bertulang (200 kg besi + bekisting)

Membuat balok beton bertulang (150 kg besi + bekisting)

Page 184: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 290,000.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 154,000.00

55,000.00 Rp. 57,750.00

60,000.00 Rp. 25,200.00

60,000.00 Rp. 11,100.00

Rp. 3,504,097.50

825,000.00 Rp. 198,000.00

20,000.00 Rp. 64,000.00

1,100.00 Rp. 1,760.00

7,600.00 Rp. 1,140,000.00

12,350.00 Rp. 27,787.50

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

1,200,000.00 Rp. 192,000.00

99,000.00 Rp. 277,200.00

16,500.00 Rp. 396,000.00

50,000.00 Rp. 280,000.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 145,200.00

55,000.00 Rp. 57,750.00

60,000.00 Rp. 24,000.00

60,000.00 Rp. 11,580.00

Rp. 3,334,577.50

825,000.00 Rp. 198,000.00

20,000.00 Rp. 60,000.00

1,100.00 Rp. 1,320.00

7,600.00 Rp. 1,520,000.00

12,350.00 Rp. 37,050.00

Membuat dinding beton bertulang (150 kg besi + bekisting)

Membuat tangga beton bertulang (200 kg besi + bekisting)

Page 185: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 387,600.00

55,000.00 Rp. 28,600.00

107,500.00 Rp. 83,850.00

1,200,000.00 Rp. 126,000.00

99,000.00 Rp. 247,500.00

16,500.00 Rp. 231,000.00

50,000.00 Rp. 280,000.00

55,000.00 Rp. 19,250.00

55,000.00 Rp. 126,500.00

55,000.00 Rp. 77,000.00

60,000.00 Rp. 24,300.00

60,000.00 Rp. 12,120.00

Rp. 3,460,090.00

825,000.00 Rp. 1,650.00

20,000.00 Rp. 200.00

7,600.00 Rp. 22,800.00

12,350.00 Rp. 5,557.50

1,200.00 Rp. 4,800.00

55,000.00 Rp. 330.00

107,500.00 Rp. 967.50

50,000.00 Rp. 3,000.00

55,000.00 Rp. 1,100.00

55,000.00 Rp. 1,100.00

55,000.00 Rp. 1,100.00

60,000.00 Rp. 360.00

60,000.00 Rp. 180.00

Rp. 43,145.00

935,000.00 Rp. 2,805.00

20,000.00 Rp. 400.00

7,600.00 Rp. 27,360.00

Page 186: Rab Dan Analisa Type 36 coy

12,350.00 Rp. 617.50

1,200.00 Rp. 6,600.00

55,000.00 Rp. 495.00

107,500.00 Rp. 1,612.50

50,000.00 Rp. 5,000.00

55,000.00 Rp. 1,815.00

55,000.00 Rp. 1,815.00

55,000.00 Rp. 1,815.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 51,235.00

Page 187: Rab Dan Analisa Type 36 coy

348000

28600

83850

82,500.00

542950

Page 188: Rab Dan Analisa Type 36 coy

VI. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU

01.

1.1000 Kayu jati, balok @Rp.

6.0000 oh Pekerja @Rp.

20.0000 oh Tukang kayu @Rp.

2.0000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

02.

1.2000 Kayu kamper, balok @Rp.

6.0000 oh Pekerja @Rp.

18.0000 oh Tukang kayu @Rp.

2.0000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

03.

1.2000 Kayu borneo, balok @Rp.

6.0000 oh Pekerja @Rp.

18.0000 oh Tukang kayu @Rp.

2.0000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

04.

1.2000 Kayu damar laut, balok @Rp.

6.0000 oh Pekerja @Rp.

18.0000 oh Tukang kayu @Rp.

2.0000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

05.

1 m3 Pasang kusen pintu dan jendela kayu jati

m3

1 m3 Pasang kusen pintu dan jendela kayu kamper

m3

1 m3 Pasang kusen pintu dan jendela kayu borneo

m3

1 m3 Pasang kusen pintu dan jendela kayu damar laut

m3

1 m2 Pasang pintu klamp kayu kamper

Page 189: Rab Dan Analisa Type 36 coy

0.0360 Kayu kamper, papan @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.3500 oh Pekerja @Rp.

1.0500 oh Tukang kayu @Rp.

0.1050 oh Kepala tukang @Rp.

0.0180 oh Mandor @Rp.

06.

0.0360 Kayu borneo, papan @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.3500 oh Pekerja @Rp.

1.0500 oh Tukang kayu @Rp.

0.1050 oh Kepala tukang @Rp.

0.0180 oh Mandor @Rp.

07.

0.0400 Kayu jati, papan @Rp.

1.0000 oh Pekerja @Rp.

2.5000 oh Tukang kayu @Rp.

0.2500 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

08.

0.0400 Kayu kamper, papan @Rp.

1.0000 oh Pekerja @Rp.

2.5000 oh Tukang kayu @Rp.

0.2500 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

09.

0.0350 Kayu jati, papan @Rp.

0.8000 oh Pekerja @Rp.

m3

1 m2 Pasang pintu klamp kayu borneo

m3

1 m2 Pasang pintu panel kayu jati

m3

1 m2 Pasang pintu panel kayu kamper

m3

1 m2 Pasang pintu dan jendela kaca kayu jati

m3

Page 190: Rab Dan Analisa Type 36 coy

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

10.

0.0350 Kayu kamper, papan @Rp.

0.8000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

11.

0.0350 Kayu borneo, papan @Rp.

0.8000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

12.

0.0640 Kayu jati, papan @Rp.

1.0000 oh Pekerja @Rp.

3.0000 oh Tukang kayu @Rp.

0.3000 oh Kepala tukang @Rp.

0.3000 oh Mandor @Rp.

13.

0.0640 Kayu kamper, papan @Rp.

1.0000 oh Pekerja @Rp.

3.0000 oh Tukang kayu @Rp.

0.3000 oh Kepala tukang @Rp.

0.5000 oh Mandor @Rp.

1 m2 Pasang pintu dan jendela kaca kayu kamper

m3

1 m2 Pasang pintu dan jendela kaca kayu borneo

m3

1 m2 Pasang pintu dan jendela jalusi kayu jati

m3

1 m2 Pasang pintu dan jendela jalusi kayu kamper

m3

Page 191: Rab Dan Analisa Type 36 coy

14.

0.0196 Kayu jati, papan @Rp.

0.0300 kg Paku biasa 1/2" - 1" @Rp.

0.3000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 3' x 4' mm @Rp.

0.6000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

15.

0.0196 Kayu kamper, papan @Rp.

0.0300 kg Paku biasa 1/2" - 1" @Rp.

0.3000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 3' x 4' mm @Rp.

0.6000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

16.

0.0600 Kayu jati, papan @Rp.

0.1500 kg Paku biasa 1/2" - 1" @Rp.

0.5000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0250 oh Mandor @Rp.

17.

0.0600 Kayu kamper, papan @Rp.

0.1500 kg Paku biasa 1/2" - 1" @Rp.

0.5000 oh Pekerja @Rp.

1 m2 Pasang pintu plywood rangkap, rangka kayu jati

m3

1 m2 Pasang pintu plywood rangkap, rangka kayu kamper

m3

1 m2 Pasang jalusi mati kusen kayu jati

m3

1 m2 Pasang jalusi mati kusen kayu kamper

m3

Page 192: Rab Dan Analisa Type 36 coy

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0250 oh Mandor @Rp.

18.

0.0196 Kayu borneo, papan @Rp.

0.0300 kg Paku biasa 1/2" - 1" @Rp.

0.3000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 3' x 4' mm @Rp.

0.6000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

19.

0.0196 Kayu jati, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

0.3000 lt Lem kayu @Rp.

1.0000 lbr Teakwood 4' x 8' x 4' mm @Rp.

0.6000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

20.

0.0196 Kayu kamper, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

0.3000 lt Lem kayu @Rp.

1.0000 lbr Teakwood 4' x 8' x 4' mm @Rp.

0.6000 oh Pekerja @Rp.

2.0000 oh Tukang kayu @Rp.

0.2000 oh Kepala tukang @Rp.

1 m2 Pasang pintu plywood rangkap, rangka kayu borneo

m3

1 m2 Pasang pintu teakwood rangkap, rangka kayu jati

m3

1 m2 Pasang pintu teakwood rangkap, rangka kayu kamper

m3

Page 193: Rab Dan Analisa Type 36 coy

0.0300 oh Mandor @Rp.

21.

0.0196 Kayu jati, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

0.8000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 8' x 4' mm @Rp.

0.5000 lbr Formica @Rp.

0.8000 oh Pekerja @Rp.

2.5000 oh Tukang kayu @Rp.

0.2500 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

22.

0.0196 Kayu kamper, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

0.8000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 8' x 4' mm @Rp.

0.5000 lbr Formica 4' x 3' @Rp.

0.8000 oh Pekerja @Rp.

2.5000 oh Tukang kayu @Rp.

0.2500 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

23.

0.0196 Kayu jati, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

0.8000 lt Lem kayu @Rp.

0.5000 lbr Teakwood 4' x 8' x 4' mm @Rp.

0.5000 lbr Formica 4' x 8' @Rp.

0.8000 oh Pekerja @Rp.

2.5000 oh Tukang kayu @Rp.

1 m2 Pasang pintu plywood & formika, rangka kayu jati

m3

1 m2 Pasang pintu plywood & formika, rangka kayu kamper

m3

1 m2 Pasang pintu teakwood & formika, rangka kayu jati

m3

Page 194: Rab Dan Analisa Type 36 coy

0.2500 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

24.

0.0196 Kayu kamper, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

0.8000 lt Lem kayu @Rp.

0.5000 lbr Teakwood 4' x 8' x 4' mm @Rp.

0.5000 lt Vernis @Rp.

0.5000 lbr Formica 4' x 8' @Rp.

0.8000 oh Pekerja @Rp.

2.5000 oh Tukang kayu @Rp.

0.2500 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

25.

0.0196 Kayu jati, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

1.2000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 8' x 4' mm @Rp.

1.0000 lbr Formica 4' x 8' @Rp.

1.0000 oh Pekerja @Rp.

2.6000 oh Tukang kayu @Rp.

0.2600 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

26.

0.0196 Kayu kamper, papan @Rp.

0.3000 kg Paku biasa 1/2" - 1" @Rp.

1.2000 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 8' x 4' mm @Rp.

1.0000 lbr Formica 4' x 8' @Rp.

1 m2 Pasang pintu teakwood & formika, rangka kayu kamper (divernis)

m3

1 m2 Pasang pintu formika double, rangka kayu jati

m3

1 m2 Pasang pintu formika double, rangka kayu kamper

m3

Page 195: Rab Dan Analisa Type 36 coy

1.0000 oh Pekerja @Rp.

2.6000 oh Tukang kayu @Rp.

0.2600 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

27.

1.1000 Kayu Kls I , balok @Rp.

15.0000 kg Besi strip @Rp.

0.8000 kg Paku biasa 2" - 5" @Rp.

4.0000 oh Pekerja @Rp.

12.0000 oh Tukang kayu @Rp.

1.2000 oh Kepala tukang @Rp.

0.2000 oh Mandor @Rp.

28.

1.1000 Kayu kamper, balok @Rp.

15.0000 kg Besi strip @Rp.

0.8000 kg Paku biasa 2" - 5" @Rp.

4.0000 oh Pekerja @Rp.

12.0000 oh Tukang kayu @Rp.

1.2000 oh Kepala tukang @Rp.

0.2000 oh Mandor @Rp.

29.

1.1000 Kayu Kls II balok @Rp.

15.0000 kg Besi strip @Rp.

0.8000 kg Paku biasa 2" - 5" @Rp.

4.0000 oh Pekerja @Rp.

12.0000 oh Tukang kayu @Rp.

1.2000 oh Kepala tukang @Rp.

0.2000 oh Mandor @Rp.

1 m3 Pasang konstruksi kuda-kuda kayu Kayu Kls I

m3

1 m3 Pasang konstruksi kuda-kuda kayu kamper/ Kls II

m3

1 m3 Pasang konstruksi kuda-kuda kayu borneo/ Kls II

m3

Page 196: Rab Dan Analisa Type 36 coy

30.

1.1000 Kayu kls III, balok @Rp.

15.0000 kg Besi strip @Rp.

0.8000 kg Paku biasa 2" - 5" @Rp.

4.0000 oh Pekerja @Rp.

12.0000 oh Tukang kayu @Rp.

1.2000 oh Kepala tukang @Rp.

0.2000 oh Mandor @Rp.

31.

0.0140 Kayu kamper, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

32.

0.0120 Kayu borneo, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

33.

0.0140 Kayu Kls I , balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

1 m3 Pasang konstruksi kuda-kuda kayu KLs III

m3

1 m2 Pasang kaso + reng genteng kodok kayu kamper/Kls II

m3

1 m2 Pasang kaso + reng genteng kodok kayu borneo Kls II

m3

1 m2 Pasang kaso + reng genteng monier kayu KLs I

m3

Page 197: Rab Dan Analisa Type 36 coy

34.

0.0140 Kayu kamper, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

35.

0.0140 Kayu borneo, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

36.

0.1650 Kayu kamper, balok @Rp.

0.2000 kg Paku biasa 2" - 5" @Rp.

0.1200 oh Pekerja @Rp.

0.1200 oh Tukang kayu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

37.

0.1650 Kayu borneo, balok @Rp.

0.2000 kg Paku biasa 2" - 5" @Rp.

0.1200 oh Pekerja @Rp.

0.1200 oh Tukang kayu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0060 oh Mandor @Rp.

1 m2 Pasang kaso + reng genteng monier kayu kamper

m3

1 m2 Pasang kaso + reng genteng beton kayu borneo

m3

1 m2 Pasang kaso + reng atap sirap kayu kamper

m3

1 m2 Pasang kaso + reng atap sirap kayu borneo

m3

Page 198: Rab Dan Analisa Type 36 coy

38.

0.0120 Kayu jati, balok @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

39.

0.0120 Kayu kamper, balok @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

40.

0.0120 Kayu borneo, balok @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

41.

0.0230 Kayu jati, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.2000 oh Pekerja @Rp.

0.3000 oh Tukang kayu @Rp.

0.0300 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

1 m2 Pasang rangka langit-langit (1.00 x 1.00) m, kayu jati

m3

1 m2 Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper

m3

1 m2 Pasang rangka langit-langit (1.00 x 1.00) m, kayu borneo

m3

1 m2 Pasang rangka langit-langit (30 x 60) cm, kayu jati

m3

Page 199: Rab Dan Analisa Type 36 coy

42.

0.0230 Kayu kamper, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.2000 oh Pekerja @Rp.

0.3000 oh Tukang kayu @Rp.

0.0300 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

43.

0.0230 Kayu borneo, balok @Rp.

0.1500 kg Paku biasa 2" - 5" @Rp.

0.2000 oh Pekerja @Rp.

0.3000 oh Tukang kayu @Rp.

0.0300 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

44.

0.0270 Kayu jati, balok @Rp.

0.2000 kg Paku biasa 2" - 5" @Rp.

0.2500 oh Pekerja @Rp.

0.3500 oh Tukang kayu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

45.

0.0270 Kayu kamper, balok @Rp.

0.2000 kg Paku biasa 2" - 5" @Rp.

0.2500 oh Pekerja @Rp.

0.3500 oh Tukang kayu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

1 m2 Pasang rangka langit-langit (30 x 60) cm, kayu kamper

m3

1 m2 Pasang rangka langit-langit (30 x 60) cm, kayu borneo

m3

1 m2 Pasang rangka langit-langit (30 x 30) cm, kayu jati

m3

1 m2 Pasang rangka langit-langit (30 x 30) cm, kayu kamper

m3

Page 200: Rab Dan Analisa Type 36 coy

46.

0.0270 Kayu borneo, balok @Rp.

0.2000 kg Paku biasa 2" - 5" @Rp.

0.2500 oh Pekerja @Rp.

0.3500 oh Tukang kayu @Rp.

0.0350 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

47. 1 m Pasang lisplank ukuran (3 x 20) cm, kayu papan

0.0072 Kayu kelas I, papan @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

48. 1 m Pasang lisplank ukuran (3 x 20) cm, kayu kamper

0.0072 Kayu kamper, papan @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.2000 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

49. 1 m Pasang lisplang ukuran (3 x 30) cm, kayu jati

0.0110 Kayu jati, papan @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.1100 oh Pekerja @Rp.

0.2200 oh Tukang kayu @Rp.

0.0220 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

1 m2 Pasang rangka langit-langit (30 x 30) cm, kayu borneo

m3

m3

m3

m3

Page 201: Rab Dan Analisa Type 36 coy

50. 1 m Pasang lisplang ukuran (3 x 30) cm, kayu kamper

0.0110 Kayu kamper, papan @Rp.

0.0500 kg Paku biasa 2" - 5" @Rp.

0.1100 oh Pekerja @Rp.

0.2200 oh Tukang kayu @Rp.

0.0220 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

51. 1 m Pasang lisplang ukuran 2(3 x 20) cm, kayu kamper

0.0145 Kayu kamper, papan @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.2500 oh Tukang kayu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

52. 1 m Pasang lisplang ukuran 2(2 x 20) cm, kayu kamper

0.0086 Kayu kamper, papan @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

53. 1 m Pasang lisplang ukuran 2(2 x 20) cm, kayu borneo

0.0088 Kayu borneo, papan @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.1000 oh Pekerja @Rp.

0.1000 oh Tukang kayu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

m3

m3

m3

m3

Page 202: Rab Dan Analisa Type 36 coy

54.

0.0195 Kayu kamper, balok @Rp.

0.0070 Kayu kamper, papan @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.4500 oh Tukang kayu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

55.

0.0195 Kayu borneo, balok @Rp.

0.0070 Kayu borneo, papan @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.4500 oh Tukang kayu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

56.

0.0195 Kayu kamper, balok @Rp.

0.0070 Kayu kamper, papan @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 oh Pekerja @Rp.

0.4500 oh Tukang kayu @Rp.

0.0450 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

57.

0.0195 Kayu kamper, balok @Rp.

0.0070 Kayu kamper, papan @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

1 m2 Pasang rangka dinding pemisah kayu kamper

m3

m3

1 m2 Pasang rangka dinding pemisah kayu borneo

m3

m3

1 m2 Pasang dinding pemisah teakwood rangkap, rangka kayu kamper

m3

m3

1 m2 Pasang dinding pemisah plywood rangkap, rangka kayu kamper

m3

m3

Page 203: Rab Dan Analisa Type 36 coy

0.5600 lt Lem kayu @Rp.

1.0000 lbr Plywood 4' x 8" x 4 mm @Rp.

0.2000 oh Pekerja @Rp.

0.6000 oh Tukang kayu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

58.

0.0070 Kayu jati, balok @Rp.

0.1000 kg Paku biasa 2" - 5" @Rp.

0.1500 kg Paku skrup 3,5" @Rp.

0.6000 oh Pekerja @Rp.

1.8000 oh Tukang kayu @Rp.

0.1800 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

59.

0.4000 Plywood 4' x 8" x 4 mm @Rp.

0.0500 kg Paku biasa 1/2" - 1" @Rp.

0.0250 oh Pekerja @Rp.

0.0750 oh Tukang kayu @Rp.

0.0075 oh Kepala tukang @Rp.

0.0013 oh Mandor @Rp.

60. 1 m Pasang list plafond-kayu profil

1.0500 m Kayu profil @Rp.

0.0210 oh Pekerja @Rp.

0.0210 oh Tukang kayu @Rp.

0.0020 oh Kepala tukang @Rp.

0.0010 oh Mandor @Rp.

1 m2 Pasang dinding lambrizing dari papan jati

m3

1 m2 Pasang plywood tebal 4 mm, untuk dinding

m3

Page 204: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 205: Rab Dan Analisa Type 36 coy

2,530,000.00 Rp. 2,783,000.00

50,000.00 Rp. 300,000.00

55,000.00 Rp. 1,100,000.00

60,000.00 Rp. 120,000.00

60,000.00 Rp. 18,000.00

Rp. 4,321,000.00

1,200,000.00 Rp. 1,440,000.00

50,000.00 Rp. 300,000.00

55,000.00 Rp. 990,000.00

60,000.00 Rp. 120,000.00

60,000.00 Rp. 18,000.00

Rp. 2,868,000.00

1,200,000.00 Rp. 1,440,000.00

50,000.00 Rp. 300,000.00

55,000.00 Rp. 990,000.00

60,000.00 Rp. 120,000.00

60,000.00 Rp. 18,000.00

Rp. 2,868,000.00

1,200,000.00 Rp. 1,440,000.00

50,000.00 Rp. 300,000.00

55,000.00 Rp. 990,000.00

60,000.00 Rp. 120,000.00

60,000.00 Rp. 18,000.00

Rp. 2,868,000.00

Page 206: Rab Dan Analisa Type 36 coy

1,500,000.00 Rp. 54,000.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 17,500.00

55,000.00 Rp. 57,750.00

60,000.00 Rp. 6,300.00

60,000.00 Rp. 1,080.00

Rp. 137,630.00

1,500,000.00 Rp. 54,000.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 17,500.00

55,000.00 Rp. 57,750.00

60,000.00 Rp. 6,300.00

60,000.00 Rp. 1,080.00

Rp. 137,630.00

3,080,000.00 Rp. 123,200.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 137,500.00

60,000.00 Rp. 15,000.00

60,000.00 Rp. 3,000.00

Rp. 328,700.00

1,500,000.00 Rp. 60,000.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 137,500.00

60,000.00 Rp. 15,000.00

60,000.00 Rp. 3,000.00

Rp. 265,500.00

3,080,000.00 Rp. 107,800.00

50,000.00 Rp. 40,000.00

Page 207: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 2,400.00

Rp. 272,200.00

1,500,000.00 Rp. 52,500.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 2,400.00

Rp. 216,900.00

1,500,000.00 Rp. 52,500.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 2,400.00

Rp. 216,900.00

3,080,000.00 Rp. 197,120.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 165,000.00

60,000.00 Rp. 18,000.00

60,000.00 Rp. 18,000.00

Rp. 448,120.00

1,500,000.00 Rp. 96,000.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 165,000.00

60,000.00 Rp. 18,000.00

60,000.00 Rp. 30,000.00

Rp. 359,000.00

Page 208: Rab Dan Analisa Type 36 coy

3,080,000.00 Rp. 60,368.00

20,000.00 Rp. 600.00

7,500.00 Rp. 2,250.00

63,000.00 Rp. 63,000.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 1,800.00

Rp. 280,018.00

1,500,000.00 Rp. 29,400.00

20,000.00 Rp. 600.00

7,500.00 Rp. 2,250.00

63,000.00 Rp. 63,000.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 1,800.00

Rp. 249,050.00

3,080,000.00 Rp. 184,800.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 25,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 1,500.00

Rp. 336,300.00

1,500,000.00 Rp. 90,000.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 25,000.00

Page 209: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 1,500.00

Rp. 241,500.00

1,500,000.00 Rp. 29,400.00

20,000.00 Rp. 600.00

7,500.00 Rp. 2,250.00

63,000.00 Rp. 63,000.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 1,800.00

Rp. 249,050.00

3,080,000.00 Rp. 60,368.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 2,250.00

70,000.00 Rp. 70,000.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 1,800.00

Rp. 292,418.00

1,500,000.00 Rp. 29,400.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 2,250.00

70,000.00 Rp. 70,000.00

50,000.00 Rp. 30,000.00

55,000.00 Rp. 110,000.00

60,000.00 Rp. 12,000.00

Page 210: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 1,800.00

Rp. 261,450.00

3,080,000.00 Rp. 60,368.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 6,000.00

63,000.00 Rp. 63,000.00

60,000.00 Rp. 30,000.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 137,500.00

60,000.00 Rp. 15,000.00

60,000.00 Rp. 2,400.00

Rp. 360,268.00

1,500,000.00 Rp. 29,400.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 6,000.00

63,000.00 Rp. 63,000.00

70,000.00 Rp. 35,000.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 137,500.00

60,000.00 Rp. 15,000.00

60,000.00 Rp. 2,400.00

Rp. 334,300.00

3,080,000.00 Rp. 60,368.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 6,000.00

70,000.00 Rp. 35,000.00

80,000.00 Rp. 40,000.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 137,500.00

Page 211: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 15,000.00

60,000.00 Rp. 2,400.00

Rp. 342,268.00

1,500,000.00 Rp. 29,400.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 6,000.00

70,000.00 Rp. 35,000.00

15,000.00 Rp. 7,500.00

80,000.00 Rp. 40,000.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 137,500.00

60,000.00 Rp. 15,000.00

60,000.00 Rp. 2,400.00

Rp. 318,800.00

3,080,000.00 Rp. 60,368.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 9,000.00

63,000.00 Rp. 63,000.00

80,000.00 Rp. 80,000.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 143,000.00

60,000.00 Rp. 15,600.00

60,000.00 Rp. 3,000.00

Rp. 429,968.00

1,500,000.00 Rp. 29,400.00

20,000.00 Rp. 6,000.00

7,500.00 Rp. 9,000.00

63,000.00 Rp. 63,000.00

80,000.00 Rp. 80,000.00

Pasang pintu teakwood & formika, rangka kayu kamper (divernis)

Page 212: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 50,000.00

55,000.00 Rp. 143,000.00

60,000.00 Rp. 15,600.00

60,000.00 Rp. 3,000.00

Rp. 399,000.00

2,530,000.00 Rp. 2,783,000.00

3,850.00 Rp. 57,750.00

20,000.00 Rp. 16,000.00

50,000.00 Rp. 200,000.00

55,000.00 Rp. 660,000.00

60,000.00 Rp. 72,000.00

60,000.00 Rp. 12,000.00

Rp. 3,800,750.00

1,200,000.00 Rp. 1,320,000.00

3,850.00 Rp. 57,750.00

20,000.00 Rp. 16,000.00

50,000.00 Rp. 200,000.00

55,000.00 Rp. 660,000.00

60,000.00 Rp. 72,000.00

60,000.00 Rp. 12,000.00

Rp. 2,337,750.00

1,200,000.00 Rp. 1,320,000.00

3,850.00 Rp. 57,750.00

20,000.00 Rp. 16,000.00

50,000.00 Rp. 200,000.00

55,000.00 Rp. 660,000.00

60,000.00 Rp. 72,000.00

60,000.00 Rp. 12,000.00

Rp. 2,337,750.00

Page 213: Rab Dan Analisa Type 36 coy

2,530,000.00 Rp. 2,783,000.00

3,850.00 Rp. 57,750.00

20,000.00 Rp. 16,000.00

50,000.00 Rp. 200,000.00

55,000.00 Rp. 660,000.00

60,000.00 Rp. 72,000.00

60,000.00 Rp. 12,000.00

Rp. 3,800,750.00

1,200,000.00 Rp. 16,800.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 31,200.00

1,200,000.00 Rp. 14,400.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 28,800.00

2,530,000.00 Rp. 35,420.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Page 214: Rab Dan Analisa Type 36 coy

Rp. 49,820.00

1,200,000.00 Rp. 16,800.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 31,200.00

1,200,000.00 Rp. 16,800.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 31,200.00

1,200,000.00 Rp. 198,000.00

20,000.00 Rp. 4,000.00

50,000.00 Rp. 6,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 360.00

Rp. 215,680.00

1,200,000.00 Rp. 198,000.00

20,000.00 Rp. 4,000.00

50,000.00 Rp. 6,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 360.00

Page 215: Rab Dan Analisa Type 36 coy

Rp. 215,680.00

2,530,000.00 Rp. 30,360.00

20,000.00 Rp. 2,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,500.00

Rp. 59,610.00

1,200,000.00 Rp. 14,400.00

20,000.00 Rp. 2,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,500.00

Rp. 43,650.00

1,200,000.00 Rp. 14,400.00

20,000.00 Rp. 2,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,500.00

Rp. 43,650.00

2,530,000.00 Rp. 58,190.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 1,800.00

60,000.00 Rp. 600.00

Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper

Page 216: Rab Dan Analisa Type 36 coy

Rp. 90,090.00

1,200,000.00 Rp. 27,600.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 1,800.00

60,000.00 Rp. 600.00

Rp. 59,500.00

1,200,000.00 Rp. 27,600.00

20,000.00 Rp. 3,000.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 1,800.00

60,000.00 Rp. 600.00

Rp. 59,500.00

2,530,000.00 Rp. 68,310.00

20,000.00 Rp. 4,000.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 750.00

Rp. 106,910.00

1,200,000.00 Rp. 32,400.00

20,000.00 Rp. 4,000.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 750.00

Page 217: Rab Dan Analisa Type 36 coy

Rp. 71,000.00

1,200,000.00 Rp. 32,400.00

20,000.00 Rp. 4,000.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 19,250.00

60,000.00 Rp. 2,100.00

60,000.00 Rp. 750.00

Rp. 71,000.00

3,080,000.00 Rp. 22,176.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 300.00

Rp. 40,976.00

1,500,000.00 Rp. 10,800.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 300.00

Rp. 29,600.00

3,080,000.00 Rp. 33,880.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 5,500.00

55,000.00 Rp. 12,100.00

60,000.00 Rp. 1,320.00

60,000.00 Rp. 300.00

Page 218: Rab Dan Analisa Type 36 coy

Rp. 54,100.00

1,500,000.00 Rp. 16,500.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 5,500.00

55,000.00 Rp. 12,100.00

60,000.00 Rp. 1,320.00

60,000.00 Rp. 300.00

Rp. 36,720.00

1,500,000.00 Rp. 21,750.00

20,000.00 Rp. 1,200.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 4,500.00

Rp. 50,200.00

1,500,000.00 Rp. 12,900.00

20,000.00 Rp. 1,200.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 3,000.00

Rp. 28,200.00

1,500,000.00 Rp. 13,200.00

20,000.00 Rp. 1,200.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 3,000.00

Page 219: Rab Dan Analisa Type 36 coy

Rp. 28,500.00

1,200,000.00 Rp. 23,400.00

1,500,000.00 Rp. 10,500.00

20,000.00 Rp. 2,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 4,500.00

Rp. 75,350.00

1,200,000.00 Rp. 23,400.00

1,500,000.00 Rp. 10,500.00

20,000.00 Rp. 2,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 4,500.00

Rp. 75,350.00

1,200,000.00 Rp. 23,400.00

1,500,000.00 Rp. 10,500.00

20,000.00 Rp. 2,000.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 24,750.00

60,000.00 Rp. 2,700.00

60,000.00 Rp. 4,500.00

Rp. 75,350.00

1,200,000.00 Rp. 23,400.00

1,500,000.00 Rp. 10,500.00

20,000.00 Rp. 2,000.00

Pasang dinding pemisah teakwood rangkap, rangka kayu kamper

Pasang dinding pemisah plywood rangkap, rangka kayu kamper

Page 220: Rab Dan Analisa Type 36 coy

7,500.00 Rp. 4,200.00

63,000.00 Rp. 63,000.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 600.00

Rp. 150,300.00

2,530,000.00 Rp. 17,710.00

20,000.00 Rp. 2,000.00

27,750.00 Rp. 4,162.50

50,000.00 Rp. 30,000.00

55,000.00 Rp. 99,000.00

60,000.00 Rp. 10,800.00

60,000.00 Rp. 1,800.00

Rp. 165,472.50

63,000.00 Rp. 25,200.00

20,000.00 Rp. 1,000.00

50,000.00 Rp. 1,250.00

55,000.00 Rp. 4,125.00

60,000.00 Rp. 450.00

60,000.00 Rp. 78.00

Rp. 32,103.00

11,000.00 Rp. 11,550.00

50,000.00 Rp. 1,050.00

55,000.00 Rp. 1,155.00

60,000.00 Rp. 120.00

60,000.00 Rp. 60.00

Rp. 13,935.00

Page 221: Rab Dan Analisa Type 36 coy

10.08

Page 222: Rab Dan Analisa Type 36 coy

V. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN

01.

12.9200 kg Semen portland @Rp.

0.0130 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

02.

8.5200 kg Semen portland @Rp.

0.0170 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

03.

6.4800 kg Semen portland @Rp.

0.0190 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

04.

5.2000 kg Semen portland @Rp.

0.0200 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

1 m2 Plesteran 1 Pc : 1 Ps, tebal 15 mm

m3

1 m2 Plesteran 1 Pc : 2 Ps, tebal 15 mm

m3

1 m2 Plesteran 1 Pc : 3 Ps, tebal 15 mm

m3

1 m2 Plesteran 1 Pc : 4 Ps, tebal 15 mm

m3

Page 223: Rab Dan Analisa Type 36 coy

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

05.

4.3200 kg Semen portland @Rp.

0.0220 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

06.

3.6800 kg Semen portland @Rp.

0.0230 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

07.

2.8800 kg Semen portland @Rp.

0.0240 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

08.

5.7600 kg Semen portland @Rp.

0.0030 Kapur padam @Rp.

0.0130 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

1 m2 Plesteran 1 Pc : 5 Ps, tebal 15 mm

m3

1 m2 Plesteran 1 Pc : 6 Ps, tebal 15 mm

m3

1 m2 Plesteran 1 Pc : 8 Ps, tebal 15 mm

m3

1 m2 Plesteran 1 Pc : 0,5 Kp : 3 Ps, tebal 15 mm

m3

m3

Page 224: Rab Dan Analisa Type 36 coy

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

09.

1.8400 kg Semen portland @Rp.

0.0060 Kapur padam @Rp.

0.0140 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

10.

3.0000 kg Semen portland @Rp.

0.0050 Kapur padam @Rp.

0.0190 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

11.

0.0090 kg Semen merah @Rp.

0.0090 Kapur padam @Rp.

0.0090 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

12.

1 m2 Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

m3

m3

1 m2 Plesteran 0,5 Pc : 1 Kp : 4 Ps, tebal 15 mm

m3

m3

1 m2 Plesteran 1 Kp : 1Sm : 1 Ps, tebal 15 mm

m3

m3

1 m2 Plesteran 1 Kp : 1Sm : 2 Ps, tebal 15 mm

Page 225: Rab Dan Analisa Type 36 coy

0.0070 kg Semen merah @Rp.

0.0070 Kapur padam @Rp.

0.0150 Pasir pasang @Rp.

0.2000 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0100 oh Mandor @Rp.

13.

14.2800 kg Semen portland @Rp.

0.0230 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

14.

10.8000 kg Semen portland @Rp.

0.0260 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

15.

8.6800 kg Semen portland @Rp.

0.0280 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

m3

m3

1 m2 Plesteran 1 Pc : 2 Ps, tebal 20 mm

m3

1 m2 Plesteran 1 Pc : 3 Ps, tebal 20 mm

m3

1 m2 Plesteran 1 Pc : 4 Ps, tebal 20 mm

m3

Page 226: Rab Dan Analisa Type 36 coy

16.

7.2900 kg Semen portland @Rp.

0.0280 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

17.

6.2400 kg Semen portland @Rp.

0.0300 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

18.

0.0090 kg Semen merah @Rp.

0.0090 Kapur padam @Rp.

0.0180 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0125 oh Mandor @Rp.

19.

15.5000 kg Semen portland @Rp.

0.0130 Pasir pasang @Rp.

0.3000 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

1 m2 Plesteran 1 Pc : 5 Ps, tebal 20 mm

m3

1 m2 Plesteran 1 Pc : 6 Ps, tebal 20 mm

m3

1 m2 Plesteran 1 Kp : 1Sm : 2 Ps, tebal 20 mm

m3

m3

1 m2 Plesteran 1 Pc : 2 Ps, tebal 25 mm

m3

Page 227: Rab Dan Analisa Type 36 coy

20.

11.7500 kg Semen portland @Rp.

0.0350 Pasir pasang @Rp.

0.3000 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

21.

9.4800 kg Semen portland @Rp.

0.0380 Pasir pasang @Rp.

0.3000 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

22.

7.9400 kg Semen portland @Rp.

0.0390 Pasir pasang @Rp.

0.3000 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

23.

18.6500 kg Semen portland @Rp.

0.0350 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

1 m2 Plesteran 1 Pc : 3 Ps, tebal 25 mm

m3

1 m2 Plesteran 1 Pc : 4 Ps, tebal 25 mm

m3

1 m2 Plesteran 1 Pc : 5 Ps, tebal 25 mm

m3

1 m2 Plesteran 1 Pc : 2 Ps, tebal 30 mm

m3

Page 228: Rab Dan Analisa Type 36 coy

24.

14.1500 kg Semen portland @Rp.

0.0390 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

25.

11.3800 kg Semen portland @Rp.

0.0420 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

26.

8.1900 kg Semen portland @Rp.

0.0450 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.2500 oh Tukang batu @Rp.

0.0250 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

27.

7.0700 kg Semen portland @Rp.

0.0210 Pasir pasang @Rp.

0.1500 oh Pekerja @Rp.

0.0700 oh Tukang batu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

1 m2 Plesteran 1 Pc : 3 Ps, tebal 30 mm

m3

1 m2 Plesteran 1 Pc : 4 Ps, tebal 30 mm

m3

1 m2 Plesteran 1 Pc : 5 Ps, tebal 30 mm

m3

1 m2 Berapen 1 Pc : 3 Ps, tebal 30 mm

m3

Page 229: Rab Dan Analisa Type 36 coy

28.

5.6700 kg Semen portland @Rp.

0.0280 Pasir pasang @Rp.

0.1500 oh Pekerja @Rp.

0.0700 oh Tukang batu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

29.

9.3000 kg Semen portland @Rp.

0.0180 Pasir pasang @Rp.

0.2600 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

30.

7.0700 kg Semen portland @Rp.

0.0210 Pasir pasang @Rp.

0.2600 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0130 oh Mandor @Rp.

31.

0.5000 kg Semen portland @Rp.

0.0020 Pasir pasang @Rp.

0.0570 oh Pekerja @Rp.

0.0380 oh Tukang batu @Rp.

0.0380 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

1 m2 Berapen 1 Pc : 5 Ps, tebal 15 mm

m3

1 m2 Plesteran Beton 1 Pc : 2 Ps, tebal 15 mm

m3

1 m2 Plesteran Beton 1 Pc : 3 Ps, tebal 15 mm

m3

1 m2 Plesteran Skoning 1 Pc : 2 Ps.

m3

Page 230: Rab Dan Analisa Type 36 coy

32.

0.1440 kg PC warna @Rp.

15.0000 kg Batu granito @Rp.

0.0500 oh Pekerja @Rp.

0.0200 oh Tukang batu @Rp.

0.0020 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

33.

0.4400 kg PC warna @Rp.

11.5000 kg Batu teraso @Rp.

0.4500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0250 oh Mandor @Rp.

34.

4.3200 kg Semen portland @Rp.

0.0160 Pasir pasang @Rp.

0.2500 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

35.

4.3200 kg Semen portland @Rp.

0.0160 Pasir pasang @Rp.

0.1500 oh Pekerja @Rp.

0.0700 oh Tukang batu @Rp.

0.0070 oh Kepala tukang @Rp.

0.0080 oh Mandor @Rp.

1 m2 Plesteran Granito 1 Pc warna : 2 Granito, tebal 10 mm

1 m2 Plesteran Teraso, 1 Pc warna : 2 Batu teraso, tebal 10 mm

1 m2 Plesteran Ciprat 1 Pc : 2 Ps.

m3

1 m2 Plesteran siar adukan 1 Pc : 2 Ps.

m3

Page 231: Rab Dan Analisa Type 36 coy

36.

0.5000 kg Semen portland @Rp.

2.9000 kg Batacote @Rp.

0.0060 Pasir pasang @Rp.

0.3000 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

1 m2 Plesteran waterproof batacote 3 lapis

m3

Page 232: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 233: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 15,504.00

55,000.00 Rp. 715.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 35,969.00

1,200.00 Rp. 10,224.00

55,000.00 Rp. 935.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 30,909.00

1,200.00 Rp. 7,776.00

55,000.00 Rp. 1,045.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 28,571.00

1,200.00 Rp. 6,240.00

55,000.00 Rp. 1,100.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

Page 234: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 27,090.00

1,200.00 Rp. 5,184.00

55,000.00 Rp. 1,210.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 26,144.00

1,200.00 Rp. 4,416.00

55,000.00 Rp. 1,265.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 25,431.00

1,200.00 Rp. 3,456.00

55,000.00 Rp. 1,320.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 24,526.00

1,200.00 Rp. 6,912.00

55,000.00 Rp. 165.00

55,000.00 Rp. 715.00

50,000.00 Rp. 10,000.00

Page 235: Rab Dan Analisa Type 36 coy

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 27,542.00

1,200.00 Rp. 2,208.00

55,000.00 Rp. 330.00

55,000.00 Rp. 770.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 22,458.00

1,200.00 Rp. 3,600.00

55,000.00 Rp. 275.00

55,000.00 Rp. 1,045.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 24,670.00

1,100.00 Rp. 9.90

55,000.00 Rp. 495.00

55,000.00 Rp. 495.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 20,749.90

Page 236: Rab Dan Analisa Type 36 coy

1,100.00 Rp. 7.70

55,000.00 Rp. 385.00

55,000.00 Rp. 825.00

50,000.00 Rp. 10,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 600.00

Rp. 20,967.70

1,200.00 Rp. 17,136.00

55,000.00 Rp. 1,265.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 750.00

Rp. 43,851.00

1,200.00 Rp. 12,960.00

55,000.00 Rp. 1,430.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 750.00

Rp. 39,840.00

1,200.00 Rp. 10,416.00

55,000.00 Rp. 1,540.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 750.00

Rp. 37,406.00

Page 237: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 8,748.00

55,000.00 Rp. 1,540.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 750.00

Rp. 35,738.00

1,200.00 Rp. 7,488.00

55,000.00 Rp. 1,650.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 750.00

Rp. 34,588.00

1,100.00 Rp. 9.90

55,000.00 Rp. 495.00

55,000.00 Rp. 990.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 750.00

Rp. 26,944.90

1,200.00 Rp. 18,600.00

55,000.00 Rp. 715.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 780.00

Page 238: Rab Dan Analisa Type 36 coy

Rp. 47,295.00

1,200.00 Rp. 14,100.00

55,000.00 Rp. 1,925.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 780.00

Rp. 44,005.00

1,200.00 Rp. 11,376.00

55,000.00 Rp. 2,090.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 780.00

Rp. 41,446.00

1,200.00 Rp. 9,528.00

55,000.00 Rp. 2,145.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 780.00

Rp. 39,653.00

1,200.00 Rp. 22,380.00

55,000.00 Rp. 1,925.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 900.00

Page 239: Rab Dan Analisa Type 36 coy

Rp. 56,455.00

1,200.00 Rp. 16,980.00

55,000.00 Rp. 2,145.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 900.00

Rp. 51,275.00

1,200.00 Rp. 13,656.00

55,000.00 Rp. 2,310.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 900.00

Rp. 48,116.00

1,200.00 Rp. 9,828.00

55,000.00 Rp. 2,475.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 13,750.00

60,000.00 Rp. 1,500.00

60,000.00 Rp. 900.00

Rp. 44,453.00

1,200.00 Rp. 8,484.00

55,000.00 Rp. 1,155.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 480.00

Page 240: Rab Dan Analisa Type 36 coy

Rp. 21,889.00

1,200.00 Rp. 6,804.00

55,000.00 Rp. 1,540.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 480.00

Rp. 20,594.00

1,200.00 Rp. 11,160.00

55,000.00 Rp. 990.00

50,000.00 Rp. 13,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 780.00

Rp. 38,130.00

1,200.00 Rp. 8,484.00

55,000.00 Rp. 1,155.00

50,000.00 Rp. 13,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 780.00

Rp. 35,619.00

1,200.00 Rp. 600.00

55,000.00 Rp. 110.00

50,000.00 Rp. 2,850.00

55,000.00 Rp. 2,090.00

60,000.00 Rp. 2,280.00

60,000.00 Rp. 120.00

Page 241: Rab Dan Analisa Type 36 coy

Rp. 8,050.00

1,100.00 Rp. 158.40

0.00 Rp. -

50,000.00 Rp. 2,500.00

55,000.00 Rp. 1,100.00

60,000.00 Rp. 120.00

60,000.00 Rp. 300.00

Rp. 4,178.40

1,100.00 Rp. 484.00

0.00 Rp. -

50,000.00 Rp. 22,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,500.00

Rp. 36,684.00

1,200.00 Rp. 5,184.00

55,000.00 Rp. 880.00

50,000.00 Rp. 12,500.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 25,564.00

1,200.00 Rp. 5,184.00

55,000.00 Rp. 880.00

50,000.00 Rp. 7,500.00

55,000.00 Rp. 3,850.00

60,000.00 Rp. 420.00

60,000.00 Rp. 480.00

Plesteran Teraso, 1 Pc warna : 2 Batu teraso, tebal 10 mm

Page 242: Rab Dan Analisa Type 36 coy

Rp. 18,314.00

1,200.00 Rp. 600.00

0.00 Rp. -

55,000.00 Rp. 330.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 900.00

Rp. 29,030.00

Page 243: Rab Dan Analisa Type 36 coy

10.08

Page 244: Rab Dan Analisa Type 36 coy

IV. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

01.

140.0000 bh Bata merah 5x11x22 @Rp.

64.0300 kg Semen portland @Rp.

0.0590 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

02.

140.0000 bh Bata merah 5x11x22 @Rp.

43.5000 kg Semen portland @Rp.

0.0800 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

03.

140.0000 bh Bata merah 5x11x22 @Rp.

32.9500 kg Semen portland @Rp.

0.0910 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

04.

140.0000 bh Bata merah 5x11x22 @Rp.

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps

m3

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps

m3

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps

m3

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps

Page 245: Rab Dan Analisa Type 36 coy

26.5500 kg Semen portland @Rp.

0.0930 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

05.

140.0000 bh Bata merah 5x11x22 @Rp.

22.2000 kg Semen portland @Rp.

0.1020 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

06.

140.0000 bh Bata merah 5x11x22 @Rp.

22.2000 kg Semen portland @Rp.

0.1020 Pasir pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

07.

140.0000 bh Bata merah 5x11x22 @Rp.

10.0800 kg Semen portland @Rp.

0.0925 Pasir pasang @Rp.

0.0275 Kapur pasang @Rp.

0.6500 oh Pekerja @Rp.

0.2000 oh Tukang batu @Rp.

m3

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 5 Ps

m3

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 6 Ps

m3

1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10Ps

m3

m3

Page 246: Rab Dan Analisa Type 36 coy

0.0200 oh Kepala tukang @Rp.

0.0300 oh Mandor @Rp.

08.

70.0000 bh Bata merah 5x11x22 @Rp.

27.8000 kg Semen portland @Rp.

0.0280 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

09.

70.0000 bh Bata merah 5x11x22 @Rp.

18.9500 kg Semen portland @Rp.

0.0380 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

10.

70.0000 bh Bata merah 5x11x22 @Rp.

14.3700 kg Semen portland @Rp.

0.0400 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

11.

70.0000 bh Bata merah 5x11x22 @Rp.

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 1 Ps

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Ps

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps

Page 247: Rab Dan Analisa Type 36 coy

11.5000 kg Semen portland @Rp.

0.0430 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

12.

70.0000 bh Bata merah 5x11x22 @Rp.

9.6800 kg Semen portland @Rp.

0.0450 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

13.

70.0000 bh Bata merah 5x11x22 @Rp.

8.3200 kg Semen portland @Rp.

0.0490 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

14.

70.0000 bh Bata merah 5x11x22 @Rp.

6.5000 kg Semen portland @Rp.

0.0500 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 5 Ps

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 6 Ps

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 8 Ps

m3

Page 248: Rab Dan Analisa Type 36 coy

0.0150 oh Mandor @Rp.

15.

70.0000 bh Bata merah 5x11x22 @Rp.

4.5000 kg Semen portland @Rp.

0.0500 Pasir pasang @Rp.

0.0150 Kapur padam @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

16.

70.0000 bh Bata merah 5x11x22 @Rp.

0.0180 Semen merah / bata merah tumbuk @Rp.

0.0180 Pasir pasang @Rp.

0.0180 Kapur padam @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

17.

70.0000 bh Bata merah 5x11x22 @Rp.

0.0140 kg Semen merah @Rp.

0.0280 Pasir pasang @Rp.

0.0140 Kapur padam @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10Ps

m3

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Ps

m3

m3

m3

1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Ps

m3

m3

Page 249: Rab Dan Analisa Type 36 coy

18.

12.5000 bh Hollowblock ( HB. 20 ) @Rp.

13.5000 kg Semen portland @Rp.

0.0480 Pasir pasang @Rp.

1.9500 kg Besi beton polos @Rp.

0.3500 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0170 oh Mandor @Rp.

19.

12.5000 bh Hollowblock ( HB. 15 ) @Rp.

10.4500 kg Semen portland @Rp.

0.0380 Pasir pasang @Rp.

1.9500 kg Besi beton polos @Rp.

0.3200 oh Pekerja @Rp.

0.1200 oh Tukang batu @Rp.

0.0120 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

20.

12.5000 bh Hollowblock ( HB. 10 ) @Rp.

7.5000 kg Semen portland @Rp.

0.0270 Pasir pasang @Rp.

1.9500 kg Besi beton polos @Rp.

0.3200 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

21.

12.5000 bh Concrete block (CB. 20) @Rp.

1 m2 Pasangan dinding hollowblock ( HB. 20 )

m3

1 m2 Pasangan dinding hollowblock ( HB. 15 )

m3

1 m2 Pasangan dinding hollowblock ( HB. 10 )

m3

1 m2 Pasangan dinding conblock ( CB. 20 )

Page 250: Rab Dan Analisa Type 36 coy

14.0500 kg Semen portland @Rp.

0.0040 Pasir beton @Rp.

0.0420 Pasir pasang @Rp.

3.8700 kg Besi beton polos @Rp.

0.0060 kg Paku biasa 2" - 5" @Rp.

0.0010 kg Kayu terentang @Rp.

0.0300 kg Kawat beton @Rp.

0.0050 kg Koral beton @Rp.

0.3700 oh Pekerja @Rp.

0.1570 oh Tukang batu @Rp.

0.0070 oh Tukang besi @Rp.

0.0164 oh Kepala tukang @Rp.

0.0185 oh Mandor @Rp.

22.

12.5000 bh Concrete block (CB. 15) @Rp.

10.4600 kg Semen portland @Rp.

0.0030 Pasir beton @Rp.

0.0320 Pasir pasang @Rp.

0.0870 kg Besi beton polos dm 8 mm @Rp.

0.0040 kg Paku biasa 2" - 5" @Rp.

0.0010 kg Kayu terentang @Rp.

0.0200 kg Kawat beton @Rp.

0.0040 kg Koral beton @Rp.

0.3400 oh Pekerja @Rp.

0.1300 oh Tukang batu @Rp.

0.0070 oh Tukang besi @Rp.

0.0137 oh Kepala tukang @Rp.

0.0170 oh Mandor @Rp.

23.

12.5000 bh Concrete block (CB. 10) @Rp.

m3

m3

1 m2 Pasangan dinding conblock ( CB. 15 )

m3

m3

1 m2 Pasangan dinding conblock ( CB. 10 )

Page 251: Rab Dan Analisa Type 36 coy

7.2000 kg Semen portland @Rp.

0.0020 Pasir beton @Rp.

0.0210 Pasir pasang @Rp.

2.5400 kg Besi beton polos dm 8 mm @Rp.

0.0030 kg Paku biasa 2" - 5" @Rp.

0.0010 kg Kayu terentang @Rp.

0.0150 kg Kawat beton @Rp.

0.0030 kg Koral beton @Rp.

0.3400 oh Pekerja @Rp.

0.1070 oh Tukang batu @Rp.

0.0070 oh Tukang besi @Rp.

0.0114 oh Kepala tukang @Rp.

0.0170 oh Mandor @Rp.

24.

2.5000 bh Boundbeam 40x20x20 @Rp.

5.1000 kg Semen portland @Rp.

0.0800 Pasir beton @Rp.

1.5000 kg Besi beton polos @Rp.

0.1500 Koral beton @Rp.

0.1000 oh Pekerja @Rp.

0.0300 oh Tukang batu @Rp.

0.0300 oh Tukang besi @Rp.

0.0060 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

25.

36.0000 bh Roster/terawang @Rp.

12.8000 kg Semen portland @Rp.

0.0350 Pasir pasang @Rp.

0.3000 oh Pekerja @Rp.

0.1000 oh Tukang batu @Rp.

m3

m3

1 m2 Pasang dinding lantai

m3

m3

1 m2 Pasang dinding roster/terawang (12x11x24) cm

m3

Page 252: Rab Dan Analisa Type 36 coy

0.0100 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

26.

80.0000 bh Bata berongga @Rp.

23.6500 kg Semen portland @Rp.

0.5700 Pasir pasang @Rp.

0.3200 oh Pekerja @Rp.

0.1500 oh Tukang batu @Rp.

0.0150 oh Kepala tukang @Rp.

0.0150 oh Mandor @Rp.

27.

1.5000 Bilik bambu @Rp.

0.0140 Kayu 5/7 @Rp.

0.0120 kg Paku @Rp.

0.0030 List kayu 2/4 @Rp.

0.1000 oh Pekerja @Rp.

0.0500 oh Tukang batu @Rp.

0.0050 oh Kepala tukang @Rp.

0.0020 oh Mandor @Rp.

1 m2 Pasang bata berongga ukuran (5x11x24) cm

m3

1 m2 Pasang dinding anyaman bambu, rangka kayu

m2

m3

m3

Page 253: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 254: Rab Dan Analisa Type 36 coy

700.00 Rp. 98,000.00

1,200.00 Rp. 76,836.00

55,000.00 Rp. 3,245.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 224,581.00

700.00 Rp. 98,000.00

1,200.00 Rp. 52,200.00

55,000.00 Rp. 4,400.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 201,100.00

700.00 Rp. 98,000.00

1,200.00 Rp. 39,540.00

55,000.00 Rp. 5,005.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 189,045.00

700.00 Rp. 98,000.00

Page 255: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 31,860.00

55,000.00 Rp. 5,115.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 181,475.00

700.00 Rp. 98,000.00

1,200.00 Rp. 26,640.00

55,000.00 Rp. 5,610.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 176,750.00

700.00 Rp. 98,000.00

1,200.00 Rp. 26,640.00

55,000.00 Rp. 5,610.00

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 176,750.00

700.00 Rp. 98,000.00

1,200.00 Rp. 12,096.00

55,000.00 Rp. 5,087.50

82,500.00 Rp. 2,268.75

50,000.00 Rp. 32,500.00

55,000.00 Rp. 11,000.00

Page 256: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,800.00

Rp. 163,952.25

700.00 Rp. 49,000.00

1,200.00 Rp. 33,360.00

55,000.00 Rp. 1,540.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 106,900.00

700.00 Rp. 49,000.00

1,200.00 Rp. 22,740.00

55,000.00 Rp. 2,090.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 96,830.00

700.00 Rp. 49,000.00

1,200.00 Rp. 17,244.00

55,000.00 Rp. 2,200.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 91,444.00

700.00 Rp. 49,000.00

Page 257: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 13,800.00

55,000.00 Rp. 2,365.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 88,165.00

700.00 Rp. 49,000.00

1,200.00 Rp. 11,616.00

55,000.00 Rp. 2,475.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 86,091.00

700.00 Rp. 49,000.00

1,200.00 Rp. 9,984.00

55,000.00 Rp. 2,695.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 84,679.00

700.00 Rp. 49,000.00

1,200.00 Rp. 7,800.00

55,000.00 Rp. 2,750.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

Page 258: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 900.00

Rp. 82,550.00

700.00 Rp. 49,000.00

1,200.00 Rp. 5,400.00

55,000.00 Rp. 2,750.00

55,000.00 Rp. 825.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 80,975.00

700.00 Rp. 49,000.00

#REF! #REF!

55,000.00 Rp. 990.00

55,000.00 Rp. 990.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

#REF!

700.00 Rp. 49,000.00

1,100.00 Rp. 15.40

55,000.00 Rp. 1,540.00

55,000.00 Rp. 770.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

Rp. 74,325.40

Page 259: Rab Dan Analisa Type 36 coy

#REF! #REF!

1,200.00 Rp. 16,200.00

55,000.00 Rp. 2,640.00

7,600.00 Rp. 14,820.00

50,000.00 Rp. 17,500.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 1,020.00

#REF!

#REF! #REF!

1,200.00 Rp. 12,540.00

55,000.00 Rp. 2,090.00

7,600.00 Rp. 14,820.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 6,600.00

60,000.00 Rp. 720.00

60,000.00 Rp. 900.00

#REF!

#REF! #REF!

1,200.00 Rp. 9,000.00

55,000.00 Rp. 1,485.00

7,600.00 Rp. 14,820.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 5,500.00

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

#REF!

#REF! #REF!

Page 260: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 16,860.00

55,000.00 Rp. 220.00

55,000.00 Rp. 2,310.00

7,600.00 Rp. 29,412.00

20,000.00 Rp. 120.00

825,000.00 Rp. 825.00

12,350.00 Rp. 370.50

107,500.00 Rp. 537.50

50,000.00 Rp. 18,500.00

55,000.00 Rp. 8,635.00

55,000.00 Rp. 385.00

60,000.00 Rp. 984.00

60,000.00 Rp. 1,110.00

#REF!

#REF! #REF!

1,200.00 Rp. 12,552.00

55,000.00 Rp. 165.00

55,000.00 Rp. 1,760.00

7,600.00 Rp. 661.20

20,000.00 Rp. 80.00

825,000.00 Rp. 825.00

12,350.00 Rp. 247.00

107,500.00 Rp. 430.00

50,000.00 Rp. 17,000.00

55,000.00 Rp. 7,150.00

55,000.00 Rp. 385.00

60,000.00 Rp. 822.00

60,000.00 Rp. 1,020.00

#REF!

#REF! #REF!

Page 261: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 8,640.00

55,000.00 Rp. 110.00

55,000.00 Rp. 1,155.00

7,600.00 Rp. 19,304.00

20,000.00 Rp. 60.00

825,000.00 Rp. 825.00

12,350.00 Rp. 185.25

107,500.00 Rp. 322.50

50,000.00 Rp. 17,000.00

55,000.00 Rp. 5,885.00

55,000.00 Rp. 385.00

60,000.00 Rp. 684.00

60,000.00 Rp. 1,020.00

#REF!

#REF! #REF!

1,200.00 Rp. 6,120.00

55,000.00 Rp. 4,400.00

7,600.00 Rp. 11,400.00

107,500.00 Rp. 16,125.00

50,000.00 Rp. 5,000.00

55,000.00 Rp. 1,650.00

55,000.00 Rp. 1,650.00

60,000.00 Rp. 360.00

60,000.00 Rp. 300.00

#REF!

#REF! #REF!

1,200.00 Rp. 15,360.00

55,000.00 Rp. 1,925.00

50,000.00 Rp. 15,000.00

55,000.00 Rp. 5,500.00

Page 262: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 600.00

60,000.00 Rp. 900.00

#REF!

#REF! #REF!

1,200.00 Rp. 28,380.00

55,000.00 Rp. 31,350.00

50,000.00 Rp. 16,000.00

55,000.00 Rp. 8,250.00

60,000.00 Rp. 900.00

60,000.00 Rp. 900.00

#REF!

#REF! #REF!

825,000.00 Rp. 11,550.00

20,000.00 Rp. 240.00

17,500.00 Rp. 52.50

50,000.00 Rp. 5,000.00

55,000.00 Rp. 2,750.00

60,000.00 Rp. 300.00

60,000.00 Rp. 120.00

#REF!

Page 263: Rab Dan Analisa Type 36 coy

10.08

Page 264: Rab Dan Analisa Type 36 coy

III. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

01.

1.1000 Batu belah 15/20 cm @Rp.

392.0000 kg Semen portland @Rp.

0.3140 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

02.

1.1000 Batu belah 15/20 cm @Rp.

267.0000 kg Semen portland @Rp.

0.4270 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

03.

1.1000 Batu belah 15/20 cm @Rp.

392.0000 kg Semen portland @Rp.

0.3140 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

04.

1.1000 Batu belah 15/20 cm @Rp.

1 m3 Pasang pondasi batu kali, 1 Pc : 1 Ps

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 2 Ps

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 2,5 Ps

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 3 Ps

m3

Page 265: Rab Dan Analisa Type 36 coy

202.0000 kg Semen portland @Rp.

0.4850 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

05.

1.1000 Batu belah 15/20 @Rp.

163.0000 kg Semen portland @Rp.

0.5440 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

06.

1.1000 Batu belah 15/20 cm @Rp.

136.0000 kg Semen portland @Rp.

0.5440 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

07.

1.1000 Batu belah 15/20 cm @Rp.

117.0000 kg Semen portland @Rp.

0.5610 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 4 Ps

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 5 Ps

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 6 Ps

m3

m3

Page 266: Rab Dan Analisa Type 36 coy

0.0750 oh Mandor @Rp.

08.

1.1000 Batu belah 15/20 cm @Rp.

91.0000 kg Semen portland @Rp.

0.5610 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

09.

1.1000 Batu belah 15/20 cm @Rp.

0.2290 kg Kapur pasang @Rp.

0.2290 Semen merah @Rp.

0.5440 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

10.

1.1000 Batu belah 15/20 cm @Rp.

0.1700 kg Kapur pasang @Rp.

0.1700 Semen merah @Rp.

0.3400 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

11.

1 m3 Pasang pondasi batu kali, 1 Pc : 8 Ps

m3

m3

1 m3 Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps

m3

m3

m3

1 m3 Pasang pondasi batu kali, 1 Kp : 1 Sm : 2 Ps

m3

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 1/4 Kp : 1 Ps

Page 267: Rab Dan Analisa Type 36 coy

1.1000 Batu belah 15/20 cm @Rp.

156.0000 kg Semen portland @Rp.

0.0320 Kapur pasang @Rp.

0.5840 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

12.

1.1000 Batu belah 15/20 cm @Rp.

61.0000 kg Semen portland @Rp.

0.1470 Kapur pasang @Rp.

0.4920 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

13.

1.1000 Batu belah 15/20 cm @Rp.

41.0000 kg Semen portland @Rp.

0.1310 Kapur pasang @Rp.

0.5230 Pasir pasang @Rp.

1.5000 oh Pekerja @Rp.

0.6000 oh Tukang batu @Rp.

0.0600 oh Kepala tukang @Rp.

0.0750 oh Mandor @Rp.

14.

1.2000 Batu belah 15/20 cm @Rp.

0.3000 Pasir urug @Rp.

m3

m3

m3

1 m3 Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps

m3

m3

m3

1 m3 Pasang pondasi batu kali, 1/4 Pc : 1 Kp : 4 Ps

m3

m3

m3

1 m3 Pasang pondasi batu kosong

m3

m3

Page 268: Rab Dan Analisa Type 36 coy

0.7800 oh Pekerja @Rp.

0.3900 oh Tukang batu @Rp.

0.0390 oh Kepala tukang @Rp.

0.0390 oh Mandor @Rp.

15.

75.0000 kg Besi beton @Rp.

202.0000 kg Semen portland @Rp.

0.3200 Pasir beton @Rp.

0.4900 Koral beton @Rp.

0.8000 kg Kawat beton @Rp.

3.0000 oh Pekerja @Rp.

0.8500 oh Tukang batu @Rp.

0.0850 oh Kepala tukang @Rp.

0.1500 oh Mandor @Rp.

16.

0.4500 Batu belah 15/20 cm @Rp.

280.0000 kg Semen portland @Rp.

0.4500 Pasir beton @Rp.

0.6700 Koral beton @Rp.

2.3800 oh Pekerja @Rp.

0.3000 oh Tukang batu @Rp.

0.0300 oh Kepala tukang @Rp.

0.0800 oh Mandor @Rp.

17. 1 m Pembuatan tiang pancang (40x40) cm, beton bertulang

0.0190 Pasir urug darat @Rp.

0.0940 Pasir beton @Rp.

0.1500 Koral beton @Rp.

60.5000 kg Semen portland @Rp.

45.0000 kg Besi beton @Rp.

1 m3 Pasang pondasi siklop 40% batu kali

m3

m3

1 m3 Pasang pondasi sumuran diameter 100 cm

m3

m3

m3

m3

m3

m3

Page 269: Rab Dan Analisa Type 36 coy

0.9000 kg Kawat beton @Rp.

0.0320 Kayu kaso 5/7 @Rp.

0.1200 kg Paku @Rp.

0.0900 lt Minyak bekisting @Rp.

0.2400 kg Plamur tembok @Rp.

1.0000 oh Pekerja @Rp.

0.6700 oh Tukang batu @Rp.

0.0670 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

18. 1 m Pembuatan tiang pancang (35x35) cm, beton bertulang

0.0160 Pasir urug darat @Rp.

0.0800 Pasir beton @Rp.

0.1250 Koral beton @Rp.

49.0000 kg Semen portland @Rp.

34.5000 kg Besi beton @Rp.

0.7000 kg Kawat beton @Rp.

0.0270 Kayu kaso 5/7 @Rp.

0.1200 kg Paku @Rp.

0.0900 lt Minyak bekisting @Rp.

0.2000 kg Plamur tembok @Rp.

0.8000 oh Pekerja @Rp.

0.5000 oh Tukang batu @Rp.

0.0500 oh Kepala tukang @Rp.

0.0400 oh Mandor @Rp.

m3

m3

m3

m3

m3

Page 270: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 271: Rab Dan Analisa Type 36 coy

121,000.00 Rp. 133,100.00

1,200.00 Rp. 470,400.00

55,000.00 Rp. 17,270.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 736,870.00

121,000.00 Rp. 133,100.00

1,200.00 Rp. 320,400.00

55,000.00 Rp. 23,485.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 593,085.00

121,000.00 Rp. 133,100.00

1,200.00 Rp. 470,400.00

55,000.00 Rp. 17,270.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 736,870.00

121,000.00 Rp. 133,100.00

Page 272: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 242,400.00

55,000.00 Rp. 26,675.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 518,275.00

121,000.00 Rp. 133,100.00

1,200.00 Rp. 195,600.00

55,000.00 Rp. 29,920.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 474,720.00

60,000.00 Rp. 66,000.00

1,200.00 Rp. 163,200.00

55,000.00 Rp. 29,920.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 375,220.00

121,000.00 Rp. 133,100.00

1,200.00 Rp. 140,400.00

55,000.00 Rp. 30,855.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

Page 273: Rab Dan Analisa Type 36 coy

60,000.00 Rp. 4,500.00

Rp. 420,455.00

121,000.00 Rp. 133,100.00

1,200.00 Rp. 109,200.00

55,000.00 Rp. 30,855.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 389,255.00

121,000.00 Rp. 133,100.00

82,500.00 Rp. 18,892.50

1,100.00 Rp. 251.90

55,000.00 Rp. 29,920.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 298,264.40

121,000.00 Rp. 133,100.00

82,500.00 Rp. 14,025.00

1,100.00 Rp. 187.00

55,000.00 Rp. 18,700.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 282,112.00

Page 274: Rab Dan Analisa Type 36 coy

121,000.00 Rp. 133,100.00

1,200.00 Rp. 187,200.00

82,500.00 Rp. 2,640.00

55,000.00 Rp. 32,120.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 471,160.00

121,000.00 Rp. 133,100.00

1,200.00 Rp. 73,200.00

82,500.00 Rp. 12,127.50

55,000.00 Rp. 27,060.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 361,587.50

121,000.00 Rp. 133,100.00

1,200.00 Rp. 49,200.00

82,500.00 Rp. 10,807.50

55,000.00 Rp. 28,765.00

50,000.00 Rp. 75,000.00

55,000.00 Rp. 33,000.00

60,000.00 Rp. 3,600.00

60,000.00 Rp. 4,500.00

Rp. 337,972.50

121,000.00 Rp. 145,200.00

50,000.00 Rp. 15,000.00

Page 275: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 39,000.00

55,000.00 Rp. 21,450.00

60,000.00 Rp. 2,340.00

60,000.00 Rp. 2,340.00

Rp. 225,330.00

Rp. -

1,200.00 Rp. 242,400.00

55,000.00 Rp. 17,600.00

107,500.00 Rp. 52,675.00

12,350.00 Rp. 9,880.00

50,000.00 Rp. 150,000.00

55,000.00 Rp. 46,750.00

60,000.00 Rp. 5,100.00

60,000.00 Rp. 9,000.00

Rp. 533,405.00

121,000.00 Rp. 54,450.00

1,200.00 Rp. 336,000.00

55,000.00 Rp. 24,750.00

107,500.00 Rp. 72,025.00

50,000.00 Rp. 119,000.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 1,800.00

60,000.00 Rp. 4,800.00

Rp. 629,325.00

50,000.00 Rp. 950.00

55,000.00 Rp. 5,170.00

107,500.00 Rp. 16,125.00

1,200.00 Rp. 72,600.00

7,600.00 Rp. 342,000.00

Page 276: Rab Dan Analisa Type 36 coy

12,350.00 Rp. 11,115.00

825,000.00 Rp. 26,400.00

20,000.00 Rp. 2,400.00

1,100.00 Rp. 99.00

18,150.00 Rp. 4,356.00

50,000.00 Rp. 50,000.00

55,000.00 Rp. 36,850.00

60,000.00 Rp. 4,020.00

60,000.00 Rp. 3,000.00

Rp. 575,085.00

50,000.00 Rp. 800.00

55,000.00 Rp. 4,400.00

107,500.00 Rp. 13,437.50

1,200.00 Rp. 58,800.00

7,600.00 Rp. 262,200.00

12,350.00 Rp. 8,645.00

825,000.00 Rp. 22,275.00

20,000.00 Rp. 2,400.00

1,100.00 Rp. 99.00

18,150.00 Rp. 3,630.00

50,000.00 Rp. 40,000.00

55,000.00 Rp. 27,500.00

60,000.00 Rp. 3,000.00

60,000.00 Rp. 2,400.00

Rp. 449,586.50

Page 277: Rab Dan Analisa Type 36 coy

10.08

Page 278: Rab Dan Analisa Type 36 coy

1.1900826446281

23

0.190082644628099

19.0082644628099

156,000,000.00

Page 279: Rab Dan Analisa Type 36 coy

II. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH

01.

0.4000 oh Pekerja @Rp.

0.0400 oh Mandor @Rp.

02.

0.5260 oh Pekerja @Rp.

0.0520 oh Mandor @Rp.

03.

0.7350 oh Pekerja @Rp.

0.0730 oh Mandor @Rp.

04.

0.6250 oh Pekerja @Rp.

0.0620 oh Mandor @Rp.

05.

1.2500 oh Pekerja @Rp.

0.1250 oh Mandor @Rp.

06.

0.8230 oh Pekerja @Rp.

0.0830 oh Mandor @Rp.

07.

0.0500 oh Pekerja @Rp.

0.0050 oh Mandor @Rp.

08.

1 m3 Galian tanah biasa sedalam 1 meter

1 m3 Galian tanah biasa sedalam 2 meter

1 m3 Galian tanah biasa sedalam 3 meter

1 m3 Galian tanah keras sedalam 1 meter

1 m3 Galian tanah cadas sedalam 1 meter

1 m3 Galian tanah lumpur sedalam 1 meter

1 m2 Pekerjaan stripping setinggi 1 meter

1 m3 Pembuangan tanah sejauh 150 meter

Page 280: Rab Dan Analisa Type 36 coy

0.5160 oh Pekerja @Rp.

0.0500 oh Mandor @Rp.

09.

0.1920 oh Pekerja @Rp.

0.0190 oh Mandor @Rp.

10.

0.5000 oh Pekerja @Rp.

0.0500 oh Mandor @Rp.

11.

1.2000 Pasir urug @Rp.

0.3000 oh Pekerja @Rp.

0.0100 oh Mandor @Rp.

12.

1.2000 Tanah Urugan @Rp.

0.3000 oh Pekerja @Rp.

0.0100 oh Mandor @Rp.

13.

0.3300 Pasir urug @Rp.

0.1090 Kapur padam @Rp.

0.7630 Tanah liat @Rp.

0.8330 oh Pekerja @Rp.

0.4160 oh Tukang batu @Rp.

0.0400 oh Kepala tukang @Rp.

0.0830 oh Mandor @Rp.

14.

0.2000 Kapur padam @Rp.

1 m3 Urugan kembali

1 m3 Pemadatan tanah

1 m3 Urugan pasir

m3

1 m3 Urugan Tanah

m3

1 m3 Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL

m3

m3

m3

1 m3 Lapisan pudel campuran 1 Kp : 5 TL

m3

Page 281: Rab Dan Analisa Type 36 coy

1.0000 Tanah liat @Rp.

0.8330 oh Pekerja @Rp.

0.4160 oh Tukang batu @Rp.

0.0410 oh Kepala tukang @Rp.

0.0810 oh Mandor @Rp.

15.

1.2000 Ijuk @Rp.

0.1500 oh Pekerja @Rp.

0.0150 oh Mandor @Rp.

16.

1.2000 Sirtu @Rp.

0.2500 oh Pekerja @Rp.

0.0250 oh Mandor @Rp.

17.

0.2750 Batu belah @Rp.

0.0300 Kerikil @Rp.

0.0500 Pasir @Rp.

1.0000 oh Pekerja @Rp.

0.1000 oh Mandor @Rp.

m3

1 m3 Pemasangan lapisan ijuk

m3

1 m3 Urugan sirtu

m3

1 m2 Pembuatan jalan sementara, tebal 25 cm

m3

m3

m3

Page 282: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 283: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 20,000.00

60,000.00 Rp. 2,400.00

Rp. 22,400.00

50,000.00 Rp. 26,300.00

60,000.00 Rp. 3,120.00

Rp. 29,420.00

50,000.00 Rp. 36,750.00

60,000.00 Rp. 4,380.00

Rp. 41,130.00

50,000.00 Rp. 31,250.00

60,000.00 Rp. 3,720.00

Rp. 34,970.00

50,000.00 Rp. 62,500.00

60,000.00 Rp. 7,500.00

Rp. 70,000.00

50,000.00 Rp. 41,150.00

60,000.00 Rp. 4,980.00

Rp. 46,130.00

50,000.00 Rp. 2,500.00

60,000.00 Rp. 300.00

Rp. 2,800.00

Page 284: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 25,800.00

60,000.00 Rp. 3,000.00

Rp. 28,800.00

50,000.00 Rp. 9,600.00

60,000.00 Rp. 1,140.00

Rp. 10,740.00

50,000.00 Rp. 25,000.00

60,000.00 Rp. 3,000.00

Rp. 28,000.00

50,000.00 Rp. 60,000.00

50,000.00 Rp. 15,000.00

60,000.00 Rp. 600.00

Rp. 75,600.00

66,000.00 Rp. 79,200.00

50,000.00 Rp. 15,000.00

60,000.00 Rp. 600.00

Rp. 94,800.00

50,000.00 Rp. 16,500.00

55,000.00 Rp. 5,995.00

25,000.00 Rp. 19,075.00

50,000.00 Rp. 41,650.00

55,000.00 Rp. 22,880.00

60,000.00 Rp. 2,400.00

60,000.00 Rp. 4,980.00

Rp. 113,480.00

55,000.00 Rp. 11,000.00

Page 285: Rab Dan Analisa Type 36 coy

25,000.00 Rp. 25,000.00

50,000.00 Rp. 41,650.00

55,000.00 Rp. 22,880.00

60,000.00 Rp. 2,460.00

60,000.00 Rp. 4,860.00

Rp. 107,850.00

15,000.00 Rp. 18,000.00

50,000.00 Rp. 7,500.00

60,000.00 Rp. 900.00

Rp. 26,400.00

60,500.00 Rp. 72,600.00

50,000.00 Rp. 12,500.00

60,000.00 Rp. 1,500.00

Rp. 86,600.00

60,000.00 Rp. 16,500.00

107,500.00 Rp. 3,225.00

50,000.00 Rp. 2,500.00

50,000.00 Rp. 50,000.00

60,000.00 Rp. 6,000.00

Rp. 78,225.00

Page 286: Rab Dan Analisa Type 36 coy

10.08

Page 287: Rab Dan Analisa Type 36 coy

I. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

01. 1 m Pagar Sementara dari kayu tinggi 2 meter.

1.2500 btg Dolken kayu D=8-10/400 cm @Rp.

2.5000 kg Semen Portland @Rp.

0.0050 Pasir beton @Rp.

0.0090 Koral beton @Rp.

0.0720 Kayu 5/7 @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.4000 lt Residu @Rp.

0.2000 oh Tukang kayu @Rp.

0.4000 oh Pekerja @Rp.

0.0200 oh Kepala tukang @Rp.

0.0200 oh Mandor @Rp.

02. 1 m Pagar sementara dari seng gelombang tinggi 2 meter

1.2500 btg Dolken kayu D=8-10/400 cm @Rp.

2.5000 kg Semen portland @Rp.

1.2000 lbr Seng gelombang 3"-5" @Rp.

0.0050 Pasir beton @Rp.

0.0090 Koral beton @Rp.

0.0720 Kayu 5/7 @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.4500 kg Meni besi @Rp.

0.2000 oh Tukang kayu @Rp.

0.4000 oh Pekerja @Rp.

0.0200 oh Kepala tukang @Rp.

0.0200 oh Mandor @Rp.

03. 1 m Pagar sementara dari kawat duri tinggi 1,8 meter

1.0000 btg Dolken kayu D=8-10/400 cm @Rp.

m3

m3

m3

m3

m3

m3

Page 288: Rab Dan Analisa Type 36 coy

2.0000 kg Semen portland @Rp.

25.0000 kg Kawat duri @Rp.

0.0050 Pasir beton @Rp.

0.0090 Koral beton @Rp.

0.0600 kg Paku biasa 2" - 5" @Rp.

0.2000 oh Tukang kayu @Rp.

0.3000 oh Pekerja @Rp.

0.0200 oh Kepala tukang @Rp.

0.0200 oh Mandor @Rp.

04. 1 m Pengukuran dan pemasangan bowplank

0.0120 Kayu 5/7 @Rp.

0.0200 kg Paku biasa 2" - 5" @Rp.

0.0070 Kayu papan 3/20 @Rp.

0.1000 oh Tukang kayu @Rp.

0.1000 oh Pekerja @Rp.

0.0100 oh Kepala tukang @Rp.

0.0050 oh Mandor @Rp.

05. 1 m Pembuatan kantor sementara, dengan lantai plesteran

1.2500 btg Dolken kayu D=8-10/400 cm @Rp.

0.1800 Kayu @Rp.

0.8500 kg Paku biasa @Rp.

1.1000 kg Besi strip @Rp.

35.0000 kg Semen portland @Rp.

0.1500 Pasir pasang @Rp.

0.1000 Pasir beton @Rp.

0.1500 Koral beton @Rp.

300.0000 bh Bata merah @Rp.

0.2500 lbr Seng plat @Rp.

2.0000 bh Jendela nako @Rp.

0.0800 Kaca polos @Rp.

m3

m3

m3

m3

m3

m3

m3

m3

m2

Page 289: Rab Dan Analisa Type 36 coy

0.1500 bh Kunci tanam @Rp.

0.0600 lmb Plywood 4 mm @Rp.

2.0000 oh Tukang kayu @Rp.

1.0000 oh Tukang batu @Rp.

2.0000 oh Pekerja @Rp.

0.3000 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

06. 1 m Pembuatan gudang semen dan alat-alat

1.7000 btg Dolken kayu D=8-10/400 cm @Rp.

0.2100 Kayu @Rp.

0.3000 kg Paku biasa @Rp.

10500.0000 kg Semen portland @Rp.

0.0300 Pasir beton @Rp.

0.0500 Koral beton @Rp.

1.5000 lbr Seng gelombang bljs 32 @Rp.

2.0000 oh Tukang kayu @Rp.

1.0000 oh Pekerja @Rp.

0.2000 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

07.

3.0000 btg Dolken kayu D=8-10/400 cm @Rp.

0.2760 Kayu @Rp.

0.7000 kg Paku biasa @Rp.

1.5000 lbr Seng gelombang bljs 32 @Rp.

1.5000 oh Tukang kayu @Rp.

1.0000 oh Pekerja @Rp.

0.1500 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

08.

m3

m3

m3

1 m2 Pembuatan rumah jaga/konstruksi kayu

m3

1 m2 Membersihkan lapangan dan peralatan

Page 290: Rab Dan Analisa Type 36 coy

0.1000 oh Pekerja @Rp.

0.0500 oh Mandor @Rp.

09.

1.2500 btg Dolken kayu D=8-10/400 cm @Rp.

0.1860 Kayu @Rp.

0.3000 kg Paku biasa @Rp.

18000.0000 kg Semen portland @Rp.

0.0300 Pasir beton @Rp.

0.0500 Koral beton @Rp.

1500.0000 lbr Seng gelombang bljs 32 @Rp.

1.3500 lbr Plywood 4 mm @Rp.

2.0000 oh Tukang kayu @Rp.

1.0000 Pekerja @Rp.

0.2000 oh Kepala tukang @Rp.

0.0500 oh Mandor @Rp.

10.

0.0360 Kayu terentang @Rp.

0.0800 kg Paku biasa @Rp.

1000.0000 btg Kaso 5/7 @Rp.

0.3000 oh Tukang kayu @Rp.

0.0015 oh Mandor @Rp.

11.

1.0000 btg Bambu D=6-8/600 cm @Rp.

0.2500 kg Tali ijuk @Rp.

0.0170 oh Tukang kayu @Rp.

0.0020 oh Kepala tukang @Rp.

0.2500 oh Pekerja @Rp.

0.0130 oh Mandor @Rp.

1 m2 Pembuatan bedeng buruh

m3

m3

m3

oh

1 m2 Pembuatan bak adukan ukuran (40 x 50 x 20)

m3

1 m2 Pembuatan Stegger dari bambu, ukuran (40 x 50 x 20)

Page 291: Rab Dan Analisa Type 36 coy

12.

0.1500 Batu belah 15/20 @Rp.

0.0900 Batu pecah 5/7 @Rp.

0.0100 Pasir pasang @Rp.

1.0000 oh Pekerja @Rp.

0.0500 oh Mandor @Rp.

13.

6.6670 oh Pekerja @Rp.

0.3330 oh Mandor @Rp.

14.

6.6670 oh Pekerja @Rp.

0.3330 oh Mandor @Rp.

15. 1 m Pasang pagar kawat jaring galvanis, tinggi 1,00 m

0.4340 lbr Pagar kawat jaring @Rp.

0.0420 oh Pekerja @Rp.

0.0040 oh Kepala tukang @Rp.

0.0420 oh Tukang @Rp.

0.0020 oh Mandor @Rp.

16. 1 m Pasang pagar beton pracetak (5x50x213) cm

0.9860 lbr Panel beton pracetak @Rp.

0.5250 btg Kolom beton pracetak @Rp.

0.0740 Pasir beton @Rp.

0.1460 Koral 2/3 @Rp.

45.0000 kg Semen abu-abu @Rp.

0.1250 oh Tukang batu @Rp.

0.3750 oh Pekerja @Rp.

0.0120 oh Kepala tukang @Rp.

0.0190 oh Mandor @Rp.

1 m2 Pembuatan jalan sementara

m3

m3

m3

1 m3 Bongkaran beton bertulang

1 m3 Bongkaran dinding tembok bata merah

m3

m3

Page 292: Rab Dan Analisa Type 36 coy

0.075

13.3333333333

Page 293: Rab Dan Analisa Type 36 coy

16,500.00 Rp. 20,625.00

1,200.00 Rp. 3,000.00

55,000.00 Rp. 275.00

107,500.00 Rp. 967.50

825,000.00 Rp. 59,400.00

20,000.00 Rp. 1,200.00

7,000.00 Rp. 2,800.00

55,000.00 Rp. 11,000.00

50,000.00 Rp. 20,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,200.00

Rp. 121,667.50

16,500.00 Rp. 20,625.00

1,200.00 Rp. 3,000.00

24,000.00 Rp. 28,800.00

55,000.00 Rp. 275.00

107,500.00 Rp. 967.50

825,000.00 Rp. 59,400.00

20,000.00 Rp. 1,200.00

18,535.00 Rp. 8,340.75

55,000.00 Rp. 11,000.00

50,000.00 Rp. 20,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,200.00

Rp. 156,008.25

16,500.00 Rp. 16,500.00

Page 294: Rab Dan Analisa Type 36 coy

1,200.00 Rp. 2,400.00

1,650.00 Rp. 41,250.00

55,000.00 Rp. 275.00

107,500.00 Rp. 967.50

20,000.00 Rp. 1,200.00

55,000.00 Rp. 11,000.00

50,000.00 Rp. 15,000.00

60,000.00 Rp. 1,200.00

60,000.00 Rp. 1,200.00

Rp. 90,992.50

935,000.00 Rp. 11,220.00

20,000.00 Rp. 400.00

935,000.00 Rp. 6,545.00

55,000.00 Rp. 5,500.00

50,000.00 Rp. 5,000.00

60,000.00 Rp. 600.00

60,000.00 Rp. 300.00

Rp. 29,565.00

16,500.00 Rp. 20,625.00

825,000.00 Rp. 148,500.00

20,000.00 Rp. 17,000.00

3,850.00 Rp. 4,235.00

1,200.00 Rp. 42,000.00

55,000.00 Rp. 8,250.00

55,000.00 Rp. 5,500.00

107,500.00 Rp. 16,125.00

700.00 Rp. 210,000.00

8,000.00 Rp. 2,000.00

66,000.00 Rp. 132,000.00

58,300.00 Rp. 4,664.00

Page 295: Rab Dan Analisa Type 36 coy

66,550.00 Rp. 9,982.50

63,000.00 Rp. 3,780.00

55,000.00 Rp. 110,000.00

55,000.00 Rp. 55,000.00

50,000.00 Rp. 100,000.00

60,000.00 Rp. 18,000.00

60,000.00 Rp. 3,000.00

Rp. 910,661.50

16,500.00 Rp. 28,050.00

825,000.00 Rp. 173,250.00

20,000.00 Rp. 6,000.00

1,200.00 Rp. 12,600,000.00

55,000.00 Rp. 1,650.00

107,500.00 Rp. 5,375.00

42,000.00 Rp. 63,000.00

55,000.00 Rp. 110,000.00

50,000.00 Rp. 50,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 3,000.00

Rp. 13,052,325.00

16,500.00 Rp. 49,500.00

935,000.00 Rp. 258,060.00

20,000.00 Rp. 14,000.00

Rp. -

55,000.00 Rp. 82,500.00

50,000.00 Rp. 50,000.00

60,000.00 Rp. 9,000.00

60,000.00 Rp. 3,000.00

Rp. 466,060.00

Page 296: Rab Dan Analisa Type 36 coy

50,000.00 Rp. 5,000.00

60,000.00 Rp. 3,000.00

Rp. 8,000.00

16,500.00 Rp. 20,625.00

825,000.00 Rp. 153,450.00

20,000.00 Rp. 6,000.00

1,200.00 Rp. 21,600,000.00

55,000.00 Rp. 1,650.00

107,500.00 Rp. 5,375.00

42,000.00 Rp. 63,000,000.00

63,000.00 Rp. 85,050.00

55,000.00 Rp. 110,000.00

50,000.00 Rp. 50,000.00

60,000.00 Rp. 12,000.00

60,000.00 Rp. 3,000.00

Rp. 85,047,150.00

935,000.00 Rp. 33,660.00

20,000.00 Rp. 1,600.00

82.50 Rp. 82,500.00

55,000.00 Rp. 16,500.00

60,000.00 Rp. 90.00

Rp. 134,350.00

#REF! #REF!

Rp. -

55,000.00 Rp. 935.00

60,000.00 Rp. 120.00

50,000.00 Rp. 12,500.00

60,000.00 Rp. 780.00

#REF!

Page 297: Rab Dan Analisa Type 36 coy

121,000.00 Rp. 18,150.00

121,000.00 Rp. 10,890.00

55,000.00 Rp. 550.00

50,000.00 Rp. 50,000.00

60,000.00 Rp. 3,000.00

Rp. 82,590.00

50,000.00 Rp. 333,350.00

60,000.00 Rp. 19,980.00

Rp. 353,330.00

50,000.00 Rp. 333,350.00

60,000.00 Rp. 19,980.00

Rp. 353,330.00

30,000.00 Rp. 13,020.00

50,000.00 Rp. 2,100.00

60,000.00 Rp. 240.00

55,000.00 Rp. 2,310.00

60,000.00 Rp. 120.00

Rp. 17,790.00

85,000.00 Rp. 83,810.00

80,000.00 Rp. 42,000.00

55,000.00 Rp. 4,070.00

107,500.00 Rp. 15,695.00

1,100.00 Rp. 49,500.00

55,000.00 Rp. 6,875.00

50,000.00 Rp. 18,750.00

60,000.00 Rp. 720.00

60,000.00 Rp. 1,140.00

Page 298: Rab Dan Analisa Type 36 coy

Rp. 222,560.00

Page 299: Rab Dan Analisa Type 36 coy

10.08

Page 300: Rab Dan Analisa Type 36 coy

DAFTAR UPAH KERJA DAN HARGA BAHAN

No. JENIS BAHAN HARGA SATUAN(1) (2) (3)

BAHAN DASAR

1 Batu Kali

Utuh 60,000.00

Split 0.51 - 1 cm 121,000.00

4 Tanah timbunan 66,000.00 5 Pasir

Pasir Timbunan 50,000.00

Pasir Pasangan 55,000.00

Pasir Beton 55,000.00

Pasir silika 65,000.00

6 Kerikil / Chipping 107,500.00

7 Sirtu 60,500.00

8 Kapur pasangan 82,500.00 Kapur padam 55,000.00 /m3

9 Semen PCTonasa 50 kg Rp.60.000/zak 1,200.00 /Kg 6.82

Tonasa 40 kg Rp.48.500/zak 1,212.50 /Kg 21,994.13 Putih Tiga Roda 1,100.00 /Kg

10 Batu Merah 700.00 /bh

BAHAN KAYU1 Kayu kelas I

Balok Gergaji Sawmil 2,530,000.00

Papan Gergaji Sawmil 3,080,000.00 2 Kayu kelas II

Balok 1,200,000.00

Papan 1,500,000.00 0.024

3 Kayu kelas III 41.66666666667

Balok 825,000.00 2083333.333333

Papan 935,000.00 4 Dolken kayu 16,500.00 /btg11 Kayu profil 11,000.00 /m'

BAHAN LANTAI1 Tegel PC

PC abu-abu 20 x 20 cm 2,550.00 /bhPC abu-abu 30 x 30 cm 4,250.00 /bhPC warna 20 x 20 cm 3,825.00 /bhPC badak 20 x 20 cm 2,550.00 /bhPC badak 30 x 30 cm 4,250.00 /bhPC wafel 20 x 20 cm 2,550.00 /bhPC wafel 30 x 30 cm 4,250.00 /bh 11.11111111111

Plint PC 15 x 20 cm 2,550.00 /bhPlint PC 15 x 30 cm 4,250.00 /bhPlint ubin 10 x 30 cm /bhPlint ubin 10 x 40 cm /bhPlint ubin pc warna 10 x 30 cm /bhPlint ubin pc warna 10 x 40 cm /bhPlint ubin teraso 10 x 30 cm /bhPlint ubin teraso 10 x 40 cm /bhPlint ubin granito 10 x 40 cm /bhPlint ubin granito 10 x 30 cm /bhPlint ubin teralux kerang 10 x 40 cm /bhPlint ubin teralux kerang 10 x 30 cm /bhPlint ubin teralux marmer 10 x 60 cm /bhPlint ubin teralux marmer 10 x 40 cm /bhPlint ubin teralux marmer 10 x 30 cm /bhPlint keramik artistik 10 x 20 cm /bhPlint keramik artistik 10 x 10 cm /bhPlint keramik artistik 5 x 20 cm /bh

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

/m3

Page 301: Rab Dan Analisa Type 36 coy

Interval cove (5 x 5 x 20) cm /bhLt vinyl karet 30 x 30 kwhVinyl karet 30 x 30 cm KL IVinyl karet 30 x 30 cm KL IIVinyl asbes 30 x 30 cmVinyl motif kembang ex. DNVinyl wall covering, lebar 50 cmFloor hardener ferrovaxMastercron "S"Parquet jatiGymfloor

Tegel mozaik 30 x 30 5,500.00 /bh2 Tegel Keramik

Putih 10 x 20 cm 33,000.00 3,000.00 /bhWarna 10 x 20 cm 32,500.00 2,954.55 /bhPutih 20 x 20 cm 22,500.00 2,250.00 /bhWarna 20 x 20 cm 25,000.00 2,272.73 /bhPutih 20 x 25 cm 35,000.00 3,181.82 /bhWarna 20 x 25 cm 37,500.00 3,409.09 /bhPutih 30 x 30 cm 27,500.00 2,750.00 /bhWarna/kasar 30 x 30 cm 42,500.00 4,136.36 /bhPutih 40 x 40 cm 63,500.00 5,772.73 /bhWarna 40 x 40 cm 69,000.00 6,272.73 /bhUbin teraso 40 x 40 cm /bhUbin teraso 30 x 30 cm /bhUbin granito 40 x 40 cm /bhUbin granito 30 x 30 cm /bhUbin teralux kerang 40 x 40 cm /bhUbin teralux kerang 30 x 30 cm /bhUbin teralux marmer 60 x 60 cm /bhUbin teralux marmer 40 x 40 cm /bhUbin teralux marmer 30 x 30 cm /bhUbin keramik artistik 10 x 20 cm /bhUbin keramik artistik 10 x 10 cm /bhUbin keramik artistik 5 x 20 cm /bhUbin keramik 15 x 15 cm /bhUbin keramik 20 x 20 cm /bhUbin keramik 25 x 25 cm /bhUbin keramik 15 x 20 cm /bhUbin keramik 10 x 33 cm /bhUbin Tahan Asam /m2

Mosaik 30 x 30 cm /bhMarmer 20,000.00 Carpet 80% wool, 20% nylon 97,500.00 CarpetParquet jatiGymfloorPorselin 11 x 11 cmPorselin 11 x 11 cm warna /bhPorselin 15 x 15 cm, putih /bhPorselin 15 x 15 cm, warna /bhPorselin 10 x 20 cm, warna 1,250.00 /bhPorselin 20 x 20 cm, warna /bhKeramik artistik 10 x 20 cm /bhKeramik artistik 5 x 20 cm /bhKeramik 10 x 20 cm /bhKeramik 15 x 15 cm /bhFeltex carpet 100% wool-T-21

3 Paving Block 3,000.00 /bhPaving Block Warna 5,000.00 /bh

4 Batu Tempel 2,000.00 /bh5 Batu Teraso /kg

Batu Granito /kgBatacote /kgBata pelapis dindingBata pelapis klinkerBatu poros

Page 302: Rab Dan Analisa Type 36 coy

BAHAN KACA

Kaca bening 3 mm 58,300.00

Kaca bening 5 mm 72,600.00

Kaca bening 2 mm 47,000.00

Kaca buram 3 mm 55,000.00

Kaca buram 5 mm 60,000.00

Kaca ryben 3 mm 66,000.00

Kaca ryben 5 mm 80,000.00

Kaca Wireglass 75,000.00

Kaca Patri 55,000.00 45000

Rangka nako lengkap terali 66,000.00 /set 72988.25416

BAHAN BESI1 Besi beton

d = 4 mm 5500/btg 7,600.00 /kg 4 0.098646009323 0.940000000 7144

d = 6 mm 7500/btg 7,600.00 /kg 6 0.221953520976 2.110000000 16036

/m2

/m2

/m2

/m2

/m2

/m2

/m2

/m2

/m2

Page 303: Rab Dan Analisa Type 36 coy

43000