RAB Rumah

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG RRI MAKASSAR

PEKERJAAN : PEMBANGUNAN GEDUNG STUDIO RRI MAKASSARSUMBER DANA : ANGGARAN : TAHUN 2010

Struktur - Ksll

NO. JENIS PEKERJAAN TOTAL HARGA (Rp.)

I Pekerjaan Persiapan Rp. -

II Pekerjaan Pondasi KSLL

A. Pekerjaan Tanah Rp. 124,023,290.25

B. Pekerjaan Beton Rp. 1,516,528,920.80

III Pekerjaan Lain - Lain Rp. 3,084,821.57

Real Cost Rp. 1,643,637,032.61

Makassar, 2010

Konsultan Perencana,CV. Bajirupa Konsultan

Ir. BADARUDDIN Direktur

RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG RRI MAKASSAR


Struktur - Ksll

NO. URAIAN PEKERJAAN VOL. SAT. HARGA SAT. JML. HARGA

I Pekerjaan Persiapan1 Pembersihan Lapangan - m2 - - 2 Pekerjaan Pemasangan Bouwplank - m' - - 3 Direksi Keet, Gudang Dan Los Kerja - m2 - - 4 Air Dan Listrik - Ls - - 5 Urugan Tanah Baru Peninggian Elevasi Bangunan 198.60 m3 - -

(Peil -1.00 s/d -0,80)0.00

II Pekerjaan Pondasi KSLL

A. Pekerjaan Tanah

1. Galian Tanah Pondasi (MT = -1.00) 429.32 m3 29,625.00 12,718,723.50

2. Urugan Tanah Kembali 429.32 m3 14,812.50 6,359,361.75

3. Urugan Tanah Baru Dalam Pondasi 297.90 m3 105,750.00 31,502,925.00

4. Urugan Pasir 40 Cm 397.20 m3 119,000.00 47,266,800.00

5. Pemadatan 4 Lapis 3,972.00 m2 4,840.00 19,224,480.00

6. Test Kepadatan 2 Lapis 993.00 m2 7,000.00 6,951,000.00

124,023,290.25

B. Pekerjaan Beton

1. RIB 10/80, 10/200, 10/170, (150 Kg/m3) K. 225 183.17 m3 5,435,100.00 995,547,267.00

2. Beton Pertebalan Rib & Voute K. 225 35.68 m3 5,435,100.00 193,950,245.67

3. Beton Plat t = 10 cm (120 kg/m3) K. 225 99.30 m3 2,806,935.00 278,728,645.50

4. Lantai Kerja 1 : 5 Rib 334.91 m2 36,375.00 12,182,387.63

5. Lantai Kerja 1 : 5 Plat 993.00 m2 36,375.00 36,120,375.00

1,516,528,920.80

III Pekerjaan Lain - Lain

1. Stek Kolom Dan Tangga - Kg - -

2. Plat Penutup Septictank 1.10 m3 2,806,935.00 3,084,821.57

3. Pasir Urug Penutup Jalur ME - m3 - -

4. Lantai Kerja Penutup Jalur ME - m3 - -

5. Finishing Lantai - m3 - -

3,084,821.57

Jumlah 1,643,637,032.61



Struktur


I Pekerjaan Struktur Beton Bertulang Rp. 519,584,733.60

II Pekerjaan Konstruksi Rangka Atap Rp. 1,005,568,674.58

Real Cost Rp. 1,525,153,408.18

Makassar, 2010





Struktur


I Pekerjaan Struktur Beton Bertulang

1. Kolom K1 (30/30), T = 6.80 m

~Beton K225 15.88 m3 942,752.50 14,967,138.69

~Besi Beton 2,904.43 Kg 13,038.75 37,870,175.05

~BeKisting 2x Pakai 211.68 m2 247,787.00 52,451,552.16

2. Kolom K1 (30/30), T = 4.95 m (Kolom Teras)

~Beton K225 1.78 m3 942,752.50 1,679,984.96

~Besi Beton 331.78 Kg 13,038.75 4,325,987.30


3. Kolom K2 (14/30)

~Beton K225 5.03 m3 942,752.50 4,739,593.92

~Besi Beton 1,174.82 Kg 13,038.75 15,318,141.77


4. Kolom Praktis Kp (12/15), T = 6.30 m

~Beton K175 5.56 m3 884,950.00 4,917,313.17

~Besi Beton 1,302.13 Kg 13,038.75 16,978,095.38



~Beton K175 1.78 m3 884,950.00 1,576,980.90

~Besi Beton 427.72 Kg 13,038.75 5,576,934.15



~Beton K175 0.41 m3 884,950.00 362,387.02

~Besi Beton 99.80 Kg 13,038.75 1,301,284.64


7. Balok Latei (12/30), Elev. +3.25 m

~Beton K225 11.20 m3 942,752.50 10,562,523.59

~Besi Beton 2,345.92 Kg 13,038.75 30,587,897.99


8. Ringbalk RB1 (20/50) Elev. +6.30 m

~Beton K225 18.20 m3 942,752.50 17,158,095.50

~Besi Beton 3,488.28 Kg 13,038.75 45,482,839.54


9. Ringbalk Rb2 (12/30), Elev. +6.30 m

~Beton K225 5.14 m3 942,752.50 4,843,108.14

~Besi Beton 1,065.93 Kg 13,038.75 13,898,407.83


10. Ringbalk Rb3 (12/20), Elev. +3.25 m

~Beton K175 0.46 m3 884,950.00 411,183.17

~Besi Beton 91.60 Kg 13,038.75 1,194,349.50


Struktur


11. Balok Plat Entrance (20/40)

~Beton K225 2.52 m3 942,752.50 2,380,261.51

~Besi Beton 526.02 Kg 13,038.75 6,858,593.21


12. Plat Beton Entrance, T = 12 cm, Elev. 4.40 m

~Beton K225 3.08 m3 942,752.50 2,902,018.46

~Besi Beton 384.78 Kg 13,038.75 5,017,050.23


13. Lesplank Beton t=12cm, Plat Entrance

~Beton K225 2.70 m3 942,752.50 2,547,694.36

~Besi Beton 337.80 Kg 13,038.75 4,404,489.75


14. Plat Beton t=12cm, Diatas Dinding Penebalan Kolom

~Beton K225 2.23 m3 942,752.50 2,098,295.55

~Besi Beton 222.57 Kg 13,038.75 2,902,050.23


II Pekerjaan Konstruksi Rangka Atap

1. Pek. Kuda - Kuda Baja Type K1 7.00 Bh

- Rangka Atap Kuda - Kuda Besi Siku 2 x 70. 70. 7 (K1) 8,307.79 Kg 21,350.00 177,371,245.33


- Plat Koppel, T = 10 mm 152.38 Kg 25,082.69 3,822,177.84

- Plat Simpul, T = 10 mm 1,202.95 Kg 25,082.69 30,173,140.19

- Plat Dudukan Kuda2, T = 10 mm 448.35 Kg 25,082.69 11,245,886.37

- Baut 12 2,660.00 Bh 7,500.00 19,950,000.00

- Baut 16 (Angker Baut) 224.00 Bh 12,500.00 2,800,000.00



- Rangka Atap Kuda - Kuda Besi Siku 2 x 50. 50. 5 (K2) 929.31 Kg 15,600.00 14,497,267.20

- Plat Koppel, T = 10 mm 33.08 Kg 25,082.69 829,714.58

- Plat Simpul, T = 10 mm 454.81 Kg 25,082.69 11,407,762.06


- Baut 12 968.00 Bh 7,500.00 7,260,000.00







- Baut 12 640.00 Bh 7,500.00 4,800,000.00


4. Pek. Kuda - Kuda Baja Type KJ (Jurai) 4.00 Bh

- Rangka Atap Kuda - Kuda Besi Siku 2 x 70. 70. 7 (KJ) 1,596.91 Kg 21,350.00 34,093,957.33

- Rangka Atap Kuda - Kuda Besi Siku 2 x 50. 50. 5 (KJ) 616.83 Kg 15,600.00 9,622,537.60

- Plat Koppel, T = 10 mm 12.16 Kg 25,082.69 305,042.13



- Baut 12 564.00 Bh 7,500.00 4,230,000.00

- Baut 16 (Angker Baut) 40.00 Bh 12,500.00 500,000.00

5. Pek. Kuda - Kuda Baja Type K4 (Konsol) 8.00 Bh



Struktur



- Baut 12 136.00 Bh 7,500.00 1,020,000.00

- Baut 16 (Angker Baut) 32.00 Bh 12,500.00 400,000.00

6. Pek. Gording/Reng Kanal C. 125. 50. 20. 2,3 18,180.67 Kg 20,369.74 370,335,466.61

7. Pek. Siku Penahan Gording L 60. 60. 6 1,059.20 Kg 17,900.00 18,959,680.00

8. Pek. Baut + Mur 10 (Penahan Gording) 2,648.00 Bh 7,500.00 19,860,000.00

9. Pek. Crosstank Ø 16 955.76 Kg 21,350.00 20,405,403.75

10. Pek. Pas. Jarum Pengeras 52.00 Bh 250,000.00 13,000,000.00

11. 646.34 Kg 21,350.00 13,799,341.07

12. Pek. Grouting 56.00 Ttk 55,000.00 3,080,000.00

13. Pek. Pengecatan Zincromate (Kuda - kuda, Gording) 3,350.93 m2 11,737.50 39,331,497.07

Pek. Treaktank Besi Ø 12



Arsitektur


I Pekerjaan Dinding dan Plesteran Rp. 460,164,475.57

II Pekerjaan Pintu, Jendela Dan Dinding Akustik Rp. 805,877,314.05

III Pekerjaan Penutup Atap Rp. 454,676,816.70

IV Pekerjaan Langit-langit/Plafond Rp. 229,478,192.38

V Pekerjaan Pengecatan Rp. 168,233,809.84

VI Pekerjaan Lantai Rp. 491,499,625.46

VII Pekerjaan Sanitasi Rp. 17,860,625.00

Real Cost Rp. 2,627,790,859.00

Makassar, 2010





Arsitektur


I Pekerjaan Dinding dan Plesteran

1. Pondasi Trassram Tangga Teras/Entrance 1 Bata 2.15 m2 203,729.38 438,588.60

2. Pas. Dinding Tembok 1/2 Bata (1:4) 1,543.04 m2 98,973.75 152,720,791.71

2. Pas. Dinding 1/2 Bata (1:4) (Penebalan Kolom) 86.41 m2 98,973.75 8,552,044.61

3. Pas. Dinding 1 Bata (1:4) (Penebalan Kolom) 58.73 m2 203,729.38 11,965,596.64

4. Plesteran Biasa (1:4) Dinding Luar 342.48 m2 40,992.00 14,039,108.23

5. Plesteran Biasa (1:4) Dinding Dalam 2,515.55 m2 40,992.00 103,117,482.99

6. Plesteran Biasa (1:4) Penebalan Kolom 190.43 m2 40,992.00 7,806,024.58

7. Plesteran Beton (1:3) Kolom K1, K2, Dan KP 260.70 m2 42,949.80 11,196,884.01

8. Plesteran Beton (1:3) Balok Latei, Ringbalk Rb1,Rb2 Dan Rb3 452.09 m2 42,949.80 19,417,003.28

9. Plesteran Beton (1:3) Balok, Plat, Dan Lesplank Entrance 103.38 m2 42,949.80 4,440,270.58

10. Plesteran Beton (1:3) Plat Atas Penebalan Kolom 18.55 m2 42,949.80 796,615.71

11. Pekerjaan Acian Semen Dinding 3,048.46 m2 21,228.13 64,713,164.24

12. Pekerjaan Acian Semen Beton 834.71 m2 21,228.13 17,719,400.39

13. Pek. Banan/Profilan atas Pas. Batu Alam Undersheet 83.42 m1 125,000.00 10,427,500.00

14. Pek. Banan/Profilan Dinding Luar 437.52 m1 75,000.00 32,814,000.00

II Pekerjaan Pintu, Jendela Dan Dinding Akustik

1. Pintu Type PJ1 = 2 Unit

~Kusen Aluminium 4" x 1 3/4" 46.50 m1 129,675.00 6,029,887.50

~Pas. Daun Pintu Kaca Rangka Aluminium (0,8x2,40)m2 4 Buah 1,246,457.30 4,985,829.20

~Pas. Kaca Mati 5 mm 8.33 m2 182,575.00 1,521,726.11

~Kunci Pintu 2 Buah 518,300.00 1,036,600.00

~Expanyolet/Door Closer 4 Buah 295,750.00 1,183,000.00




~Pas. Kaca Mati 5 mm 2.20 m2 182,575.00 401,372.88

~Kunci Pintu 1 Buah 518,300.00 518,300.00

~Expanyolet/Door Closer 1 Buah 295,750.00 295,750.00




~Pas. Kaca Mati 5 mm 7.24 m2 182,575.00 1,321,477.85

~Kunci Pintu 1 Buah 518,300.00 518,300.00





~Pas. Kaca Mati 5 mm 5.57 m2 182,575.00 1,016,577.60

~Kunci Pintu 2 Buah 518,300.00 1,036,600.00


5. Pintu Type P1 = 4 Unit



~Kunci Pintu 4 Buah 518,300.00 2,073,200.00





~Kunci Pintu 4 Buah 518,300.00 2,073,200.00


Arsitektur




~Daun Pintu Aluminium Uk. 0,72 x 2,10 4 Buah 880,000.00 3,520,000.00

~Engsel Pintu 12 Buah 30,725.00 368,700.00

~Kunci Pintu WC/KM 4 Buah 189,000.00 756,000.00

~Grendel Pintu 4 Buah 25,000.00 100,000.00

8. Pintu Type PA = 4 Unit

~Kusen Kayu Kls I 0.18 m3 12,186,625.00 2,252,088.30

~Daun Pintu Akustik, Uk. 80 x 240 8.00 Buah 1,482,938.00 11,863,504.00

(Rangka Hollow 3 x 3, Glass Wool DN City 48 kg/m2, Multipleks 9 mm, Finishing HPL)


~Kunci Pintu 4 Buah 144,500.00 578,000.00


9. Pintu Type PB = 8 Unit

~Kusen Kayu Kls I 0.32 m3 12,186,625.00 3,958,215.80

~Daun Pintu Akustik, Uk. 80 x 240 8.00 Buah 1,482,938.00 11,863,504.00

(Rangka Hollow 3 x 3, Glass Wool DN City 48 kg/m2, Multipleks 9 mm, Finishing HPL)


~Kunci Pintu 8 Buah 144,500.00 1,156,000.00


10. Jendela Type J1 = 4 Unit

~Kusen Aluminium 4" x 1 3/4" 50 m1 129,675.00 6,499,311.00

~Pas. Daun Jendela Kaca Rangka Aluminium (0,82x0,605)m2 8 Buah 303,155.90 2,425,247.22

~Pas. Kaca Mati 5mm 6.95 m2 182,575.00 1,269,553.52

~Pas. Kait Angin/Hak Angin 16.00 Bh 31,225.00 499,600.00

~Pas. Grendel Jendela Aluminium 8.00 Bh 25,150.00 201,200.00

11. Ventilasi Type V1 = 2 Unit


~Pas. Kaca Mati 5mm 3.89 m2 182,575.00 709,632.51



~Pas. Kaca Mati 5mm 3.55 m2 182,575.00 649,017.61



~Pas. Kaca Mati 5mm 3.59 m2 182,575.00 654,933.04

14. Ventilasi Type VA = 2 Unit


~Pas. Kaca Mati 5mm 13.63 m2 182,575.00 2,489,081.49

~Pas. Jalusi Aluminium 5.16 m2 455,000.00 2,349,893.00

15. Pek. Dinding Acoustic 1,331.59 m2 499,617.50 665,286,915.87

(R. Musik2, R. Pro123/R.siaran, R. Musik3, R. Pro2, R. Pro2 dan 4, R. Studio1 musik, R. Rekaman)

Terdiri dari :

- Rangka Besi Hollow 4 x 4 cm, Tbl 2,3 mm

- Kawat Rang 3 x 3

- Lapisan Glasswool DN City 48kg/m2, Tbl. 5 cm

- Multipleks 9 mm, Finishing HPL

III Pekerjaan Penutup Atap

1. Pek. Aluminium Foil/Insulation Atap 1,307.33 m2 28,350.00 37,062,848.03

2. Pek. Penutup Atap Bitumen Model Genteng 1,307.33 m2 268,685.00 351,260,364.08

3. Pek. Bubungan/Nok Atap Bitumen 70.65 m1 155,700.00 11,000,031.00

4. Listplank Woodplank 158.24 m1 255,015.00 40,353,573.60

5. Pek. Anjong Atap 6.00 Bh 2,500,000.00 15,000,000.00

IV Pekerjaan Langit-langit/Plafond

1. Pas. Plafond Gypsum Akustik Rangka Besi Hollow 394.62 m2 378,445.00 149,340,679.19

(Rangka hollow 4 x 4 x 0,23 mm, kawat rang 3 x 3, Glasswool DN City 48Kg/m2, Multipleks 9 mm Finish HPL)

2. Pas. Plafond Gypsum Rangka Hollow Galvaniz 319.31 m2 135,928.00 43,403,781.36

Arsitektur


3. Pas. Plafond GRC Rangka Hollow Galvaniz 271.70 m2 135,200.00 36,733,731.84

V Pekerjaan Pengecatan

1. Cat Tembok Dinding Luar 532.91 m2 23,815.00 12,691,301.66

2. Cat Tembok Dinding Dalam 2,515.55 m2 38,401.00 96,599,689.31

3. Cat Tembok Beton 910.50 m2 23,815.00 21,683,590.84

4. Cat Plafond Akustik Gypsum 394.62 m2 23,815.00 9,397,794.33

5. Cat Plafond Gypsum Biasa 319.31 m2 23,815.00 7,604,474.82

6. Cat Plafond GRC (Luar Dan Lavatory) 271.70 m2 38,401.00 10,433,520.98

7. Cat Kayu (Listplank) 94.94 m2 33,334.00 3,164,863.30

8. Cat Coating Batu Alam 112.58 m2 31,275.00 3,521,064.60

9. Lapisan Waterproofing (Plat Beton Atap Entrance) 20.24 m2 155,000.00 3,137,510.00

VI Pekerjaan Lantai

1. Pas. Lantai Keramik 60/60 Lantai Utama 709.58 m2 298,710.05 211,958,560.74

2. Pas. Lantai Keramik 60/60 (Kasar) Entrance 31.52 m2 298,710.05 9,415,788.97

3. Pas. Lantai Keramik 30/30 (Lavatory) 31.52 m2 152,668.64 4,812,084.88

4. Pas. Keramik Dinding 30/50 (Lavatory), T = 2.00 m 105.38 m2 159,201.25 16,776,627.73

5. Pas. Plint Dinding Keramik (15/60) 197.99 m1 57,358.25 11,356,359.92

(R. Kasi Teknik, R. Pro123, R. Pemancar, R. Multimedia, R. Peralatan, R. Panel Dan Koridor)

6. 112.58 m2 302,834.38 34,094,305.28

7. Pasir alas Rabat Selasar Keliling Bangunan, T = 8 cm 13.72 m3 197,200.00 2,705,227.46

8. Pek. Rabat Beton Selasar Keliling Bangunan, T = 7 cm 12.00 m3 783,757.50 9,407,768.88

9. Pek. Pas. Karpet Lantai Kualitas KW 1 + Underlayer 378.61 m2 504,400.00 190,972,901.60

(R. Musik2, R. Pro123/R.siaran, R. Musik3, R. Pro2, R. Pro2 dan 4, R. Studio1 musik, R. Rekaman)

VII Pekerjaan Sanitasi

1. Kran Air, Ex Toto 6 Buah 63,587.50 381,525.00

2. Pas. Wastafel, Ex. Toto 2 Buah 656,875.00 1,313,750.00

3. Pas. Kloset Duduk, Ex Toto 4 Buah 2,526,700.00 10,106,800.00

4. Urinoir Lengkap,Type U57 Ex. Toto 2 Buah 2,821,025.00 5,642,050.00

5. Pas. Floor Drain, Ex. Toto 7 Buah 59,500.00 416,500.00

Pas. Batu Alam undersheet (dinding luar + Kolom entrance), T = 1.20 m



Mekanikal


I Pekerjaan Instalasi Pemipaan Air Bersih, Air Kotor Dan Venting Rp. 28,808,482.83

II Air Conditioning Dan System Ventilasi Mekanik Rp. 100,900,000.00

III Pekerjaan Lain-lain Rp. 33,863,186.65

Real Cost Rp. 163,571,669.47



Makassar, 2010



Mekanikal


I Pekerjaan Instalasi Pemipaan Air Bersih, Air Kotor Dan Venting

A. System Air Bersih

- Pompa Booster (Lengkap Pressure Tank + Pengkabelan) 1 Unit - -

- Pipa GIP Medium Class Dia. 2" - m' 119,015.00 -

- Pipa GIP Medium Class Dia. 1 1/2" - m' 98,219.17 -

- Pipa GIP Medium Class Dia. 1" - m' 63,668.33 -

- Pipa GIP Medium Class Dia. 3/4" 12.00 m' 53,283.33 639,400.00

- Fitting 1.00 Ls 255,760.00 255,760.00

895,160.00

B. System Air Kotor

- Pipa PVC Class AW Dia. 4" 16.88 m' 63,303.75 1,068,567.30

- Pipa PVC Class AW Dia. 3" 16.42 m' 47,803.75 784,937.58

- Pipa PVC Class AW Dia. 2" 8.00 m' 28,430.00 227,440.00

- Fitting 1.00 Ls 832,377.95 832,377.95

- Unit Pengolahan Limbah (IPAL) 1.00 Unit 25,000,000.00 25,000,000.00

27,913,322.83

Jumlah (A + B) 28,808,482.83

II Air Conditioning Dan System Ventilasi Mekanik

1. AC Split 1 PK (c/w indoor dan outdoor unit) 5 Titik 5,600,000.00 28,000,000.00

(Lengkap dengan outdoor pipa refrigerant dan pipa drainase)

2. AC Split 1 1/2 PK (c/w indoor dan outdoor unit) 10 Titik 7,200,000.00 72,000,000.00

(Lengkap dengan outdoor pipa refrigerant dan pipa drainase)

3. Ceilling Fan for Toilet/Wc 2 Titik 450,000.00 900,000.00

100,900,000.00

III Pekerjaan Lain-lain

1. Pipa Pembuangan Air Hujan Dari Atap (PVC Class AW Dia. 3") 28.60 m1 47,803.75 1,367,187.25

2. Saluran Air Keliling Gedung 136.68 m1 237,752.41 32,495,999.40

33,863,186.65



Elektrikal


I Pekerjaan Listrik Rp. 99,699,396.00

II Pekerjaan Instalasi Komunikasi Rp. -

Real Cost Rp. 99,699,396.00



Makassar, 2010



Elektrikal


I Pekerjaan Listrik

A. Panel Instalasi

- SDP - A2 1 Unit 21,500,000.00 21,500,000.00

- LP - A2 1 Unit 5,500,000.00 5,500,000.00

- PP - A2 1 Unit 5,500,000.00 5,500,000.00

- PP - EL 1 Unit 5,500,000.00 5,500,000.00

38,000,000.00

B. Kabel Distribusi

- Kabel NYFGby 4 x 16 mm2 (Dari LVmDP - SDP A2) m' - -

- Kabel NYY 4 x 6 mm2 (Dari SDP A2 - LP A2) m' - -

- Kabel NYY 4 x 10 mm2 (Dari SDP A2 -PP A2) m' - -

- Kabel NYY 4 x 6 mm2 (Dari SDP A2 - PP EL) m' - -

-

C. Armateaur Lampu, Dll

- TL 2 x 40 Watt, Type RMI (Tutup Metal Lovre Lengkap) 58 Buah - -

- TL 1 x 40 Watt, Balk 8 Buah - -

- Downlight DL PLC 9 Watt 73 Buah - -

- Stop Kontak 16 A 28 Buah - -

- Stop Kontak AC (c/w Fuse) 15 Buah - -

- Saklar Tunggal 8 Buah - -

- Saklar Ganda 13 Buah - -

-

D. Pekerjaan Instalasi

- Instalasi Penerangan 139 Titik 346,054.00 48,101,506.00

- Instalasi Stop Kontak 28 Titik 316,230.00 8,854,440.00

- Instalasi Stop Kontak AC 15 Titik 316,230.00 4,743,450.00

61,699,396.00

E. Pekerjaan Instalasi Penangkal Petir

- Splitzen, T = 1.5 M 6 Buah - -

- Kabel BC 50 mm (c/w isolator, klem) 42 m' - -

- Grounding System (c/w bak kontrol, R max 3 ohm) 1 Ls - -

-

F. Pekerjaan Lain - Lain

- Kabel Tray 300 mm m' - -

- Kabel Duct 20 mm m' - -

- Kabel Duct 10 mm m' - -

-

Jumlah I (A+B+C+D+E+F) 99,699,396.00

II Pekerjaan Instalasi Komunikasi

A. Instalasi Tata Suara

- Juction Box Sound System (JB - SS) 1.00 Bh - -

- Ceilling Speaker 6.00 Bh - -

- Instalasi Speaker 6.00 Titik - -

-

B. Pekerjaan Telepon

- Juction Box Telepone (JB - Tlp) 1.00 Bh -

- Socket Outlet Telepon 4.00 Bh -

- Instalasi Outlet Telepon 4.00 Titik - -

-

Jumlah II (A+B) -

No. Uraian Pekerjaan Perhitungan Volume Satuan Data Berat Besi Polos1. Kolom K1 (30/30), T = 6.30 berat d19/m 2.23

~Beton K225 Penampang Panjang Jumlah berat d16/m 1.580.09 6.3 28 15.876 m3 berat d14/m 1.209

~Besi Beton Diameter Panjang Kg/m' berat d12/m 0.88716 1523.2 1.58 2406.656 berat d10/m 0.628 1266.608 0.393 497.776944 berat d8/m 0.393

2904.433 Kg berat d6/m 0.22

Data Berat Besi Poloskg/m1kg/m1kg/m1kg/m1kg/m1kg/m1kg/m1

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN RUMAH PERMANEN

UNIT PEKERJAAN : PEMBANGUNAN RUMAH TYPEANGGARAN : TAHUN 2013


I. Pekerjaan Persiapan Rp. 7,694,708.00

II. Pekerjaan Tanah & Pondasi Rp. 15,693,550.14

III. Pekerjaan Struktur Beton Bertulang Rp. 38,069,138.19

IV. Pekerjaan Dinding dan Plesteran Rp. 31,348,332.57

V. Pekerjaan Kusen, Pintu, Dan Jendela Rp. 11,711,002.60

VI. Pekerjaan Konstruksi Atap Rp. 17,730,174.85

VII. Pekerjaan Langit-langit/Plafond Rp. 6,723,158.00

VIII. Pekerjaan Pengecatan Rp. 8,216,731.79

IX. Pekerjaan Lantai Rp. 15,851,997.83

X. Pekerjaan Sanitasi Dan Instalasi Air Rp. 5,933,827.92

XI. Pekerjaan Listrik (Elektrikal) Rp. 6,730,336.00

XI. Pekerjaan Lain-lain Dan Pagar Rp. 31,323,562.41

Real Cost Rp. 197,026,520.30

Dibulatkan Rp. 197,026,000.00

Terbilang : Seratus sembilan puluh tujuh juta dua puluh enam ribu rupiah,-

Sidrap, 2013

RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN RUMAH PERMANEN

PEKERJAAN : PEMBANGUNAN RUMAH TYPEANGGARAN : TAHUN 2013


I. Pekerjaan Persiapan

1. Pengukuran & Pas. Bowplank 39.30 m1 89,560.00 3,519,708.00

2. Papan Nama Proyek 1.00 Ls 675,000.00 675,000.00

3. Biaya Pengadaan Listrik & Air Kerja 1.00 Ls 1,500,000.00 1,500,000.00

4. P3K (Pertolongan Pertama Pada Kecelakaan) 1.00 Ls 500,000.00 500,000.00

5. Administrasi, Dokumentasi Dan Quality Kontrol 1.00 Ls 1,500,000.00 1,500,000.00

Jumlah (I) 7,694,708.00

II. Pekerjaan Tanah & Pondasi

1. Pek. Galian Tanah Pondasi Garis 27.77 m3 40,000.00 1,110,720.00

2. Pek. Urugan Kembali 6.94 m3 13,300.00 92,328.60

3. Pek. Pasir Urug (Bawah Pondasi Garis) 2.06 m3 197,200.00 406,125.51

4. Pek. Pondasi Bt. Kosong 8.24 m3 309,282.00 2,547,815.63

5. Pek. Pondasi Bt. Gunung 1 : 5 19.87 m3 572,990.00 11,382,841.71

6. Pek. Pondasi Trasram 1/2 Bt. Teras, Camp. 1 : 3 1.50 m2 102,479.13 153,718.69

Jumlah (II) 15,693,550.14

III. Pekerjaan Struktur Beton Bertulang

1. Pek. Sloef S1, Uk. 15/20

~Beton K175 1.39 m3 884,950.00 1,228,664.58

~Besi Beton Polos 236.95 Kg 13,038.75 3,089,578.75


2. Pek. Kolom K1, Uk. 25 x 25 2.00 Bh

~Beton K175 0.46 m3 884,950.00 409,289.38

~Besi Beton Polos 69.96 Kg 13,038.75 912,185.73


3. Kolom Praktis Kp, Uk. 15 x 15

~Beton K175 1.44 m3 884,950.00 1,272,535.98



4. Balok Ringbalk RB, Uk. 15/20 + Ringbalk Kuda-Kuda Bt. 15/20

~Beton K175 2.33 m3 884,950.00 2,064,145.88



5. Balok Plat Level Depan, Uk. 15/25

~Beton K175 0.06 m3 884,950.00 52,433.29


~BeKisting 2x Pakai 0.79 m2 253,712.00 200,432.48

6. Plat Beton Level, T = 10 Cm (Teras Depan)

~Beton K175 0.22 m3 884,950.00 196,901.38



7. Pek. Plat Lesplank, T = 8 Cm

~Beton K175 0.25 m3 942,752.50 237,573.63



8. Plat Meja Beton/Dapur, T = 10 Cm

~Beton K175 0.09 m3 884,950.00 79,645.50



Jumlah (III) 38,069,138.19

IV. Pekerjaan Dinding dan Plesteran

1. Pas. Dinding 1/2 Bata (1 : 5) 135.77 m2 96,764.00 13,137,686.99

2. Pas. Dinding 1 Bata (1 : 5) (Teras Depan) 1.45 m2 199,017.50 288,376.36

3. Plesteran Biasa (1 : 5) 268.62 m2 39,823.20 10,697,140.73

4. Plesteran Beton (1 : 2) 18.17 m2 45,880.20 833,734.99

5. Pekerjaan Acian Semen 246.11 m2 21,228.13 5,224,447.48

6. Pek. Plesteran Siar Dinding 2.93 m2 40,836.25 119,446.03

7. Pek. Lisprofil/Banan Kosen 8.38 m' 125,000.00 1,047,500.00


Jumlah (IV) 31,348,332.57

V. Pekerjaan Kusen, Pintu, Dan Jendela

1. Pek. Kusen Pintu dan Jendela Kayu Kls. I 0.31 m3 12,186,625.00 3,817,460.28

2. Pek. Daun Pintu Panil Kayu Kls. I 6.63 m2 686,500.00 4,548,474.40

3. Pek. Pintu PVC Lengkap, Uk. 80 x 200 1.00 Buah 375,000.00 375,000.00

4. Pek. Jendela Kaca Bingkai Kayu Kls. I 2.36 m2 474,500.00 1,121,101.15

5. Pas. Kaca Mati 5 mm (Jendela) 1.16 m2 146,275.00 169,766.77

6. Pas. Kunci Tanam Biasa 4.00 Set 144,500.00 578,000.00

7. Pas. Ensel Pintu 12.00 Bh 30,725.00 368,700.00

8. Pas. Ensel Jendela 10.00 Bh 22,450.00 224,500.00

9. Pas. Hak Angin Jendela 10.00 Bh 31,225.00 312,250.00

10. Pas. Grendel Jendela 5.00 Bh 25,150.00 125,750.00

11. Pek. Lubang Ventilasi 2.00 Bh 35,000.00 70,000.00

Jumlah (V) 11,711,002.60

VI. Pekerjaan Konstruksi Atap

1. Pek. Kuda-kuda Rangka Kap atap Baja Ringan 64.67 m2 160,000.00 10,346,560.00

2. Pek. Penutup Atap Genteng Metal Ex. Sakura Roof 64.67 m2 79,500.00 5,140,947.00

3. Pek. Bubungan/Nok Atap Genteng Metal Ex. Sakura Roof 6.15 m' 57,975.00 356,546.25

4. Listplank Woodplank, Uk. 0,8 x 30 Cm 18.18 m' 83,120.00 1,511,121.60

5. Talang Atap PVC 3.00 m' 125,000.00 375,000.00

Jumlah (VI) 17,730,174.85

VII. Pekerjaan Langit-langit/Plafond

1. Pas. Plafond CalsyBoard/GRC 4 mm + Rangka Hollow Galvaniz 49.73 m2 135,200.00 6,723,158.00

Jumlah (VII) 6,723,158.00

VIII. Pekerjaan Pengecatan

1. Pek. Cat Tembok 246.11 m2 23,815.00 5,861,102.51

2. Pek. Cat Plafond 49.73 m2 23,815.00 1,184,260.41

3. Pek. Cat Kayu Kilap 30.80 m2 33,334.00 1,026,743.87

4. Pek. Cat Waterproofing Plat Dak (Level Teras Depan) 2.23 m2 65,000.00 144,625.00

Jumlah (VIII) 8,216,731.79

IX. Pekerjaan Lantai

1. Pek. Urugan Tanah Dibawah Lantai 8.47 m3 178,000.00 1,508,347.08

2. Pek. Urugan Pasir Dibawah Lantai, T = 10 Cm 4.24 m3 197,200.00 835,522.60

3. Pek. Lantai Kerja Beton Alas Keramik, T = 7 Cm 2.97 m3 731,306.67 2,168,946.61

4. Pas. Lantai Keramik 40/40 38.55 m2 158,885.00 6,125,016.75

5. Pas. Lantai Keramik 30/30 (Teras Depan Dan Belakang) 1.73 m2 152,668.64 263,628.20

6. Pas. Lantai Keramik 20/20 (KM/WC Dan T4 Cuci) 2.09 m2 138,395.00 289,591.54

7. Pas. Dinding Keramik 20/25 (KM/WC, T = 1.50 M) (T4 Cuci, T = 1.00 M 7.65 m2 143,176.25 1,095,298.31

8. Pas. Dinding Keramik 20/25 (Meja Dapur) 6.35 m2 143,176.25 909,169.19

9. Pas. Dinding Batu Alam (Teras Depan) 3.90 m2 302,834.38 1,181,054.06

10. Pek. Carport, T = 10 Cm 1.88 m3 783,757.50 1,475,423.49

Jumlah (IX) 15,851,997.83

X. Pekerjaan Sanitasi Dan Instalasi Air

1. Pek. Pas. Kloset Jongkok 1.00 Unit 561,525.00 561,525.00

2. Pek. Pas. Washbasin Stainless steel 1.00 Unit 532,150.00 532,150.00

3. Pek. Pas. Kran Air Biasa 4.00 Bh 63,587.50 254,350.00

6. Pek. Pas. Floor Drain 2.00 Bh 59,500.00 119,000.00

7. Pek. Pas. Tempat Sabun Dinding 1.00 Bh 90,000.00 90,000.00

9. 16.00 m' 14,871.67 237,946.67

10. 6.00 m' 16,680.00 100,080.00

11. 31.00 m' 47,803.75 1,481,916.25

13. 2.00 m' 28,430.00 56,860.00

14. Pek. Septictank + Peresapan 1.00 Unit 2,500,000.00 2,500,000.00

Jumlah (X) 5,933,827.92

XI. Pekerjaan Listrik (Elektrikal)

1. Instalasi Titik Lampu 9.00 Titik 346,054.00 3,114,486.00

2. Instalasi Titik Stop Kontak 5.00 Titik 316,230.00 1,581,150.00

7. Lampu Pijar 40 W 2.00 Bh 5,500.00 11,000.00

8. Lampu SL 18 Watt 7.00 Bh 42,000.00 294,000.00

9. Stop Kontak Biasa 5.00 Bh 17,000.00 85,000.00

11. Saklar Ganda 2.00 Bh 16,100.00 32,200.00

12. Saklar Tunggal 4.00 Bh 10,800.00 43,200.00

Pek. Instalasi Air Bersih Pipa PVC AW Ø 3/4" (Distribusi)

Pek. Instalasi Air Bersih Pipa PVC AW Ø 1/2" (Ke Kran Dan Kloset)

Pek. Instalasi Air Kotor Pipa PVC D Ø 3" (KM Dan Talang)

Pek. Instalasi Air Kotor Pipa PVC D Ø 2" (Air Buangan Washbasin)


14. Fitting 9.00 Bh 7,700.00 69,300.00

15. Panel Instalasi + Box MCB 1.00 Buah 1,500,000.00 1,500,000.00

Jumlah (XI) 6,730,336.00

XI. Pekerjaan Lain-lain Dan Pagar

1. Pek. Pembersihan 1.00 Ls 500,000.00 500,000.00

2. Pek. Pagar

A. Pagar Depan Dan Samping

- Pek. Galian Tanah Pondasi 8.70 m3 40,000.00 348,000.00

- Pek. Urugan Kembali 2.90 m3 13,300.00 38,570.00

- Pek. Pasir Urug Alas Pondasi 0.65 m3 197,200.00 127,243.30

- Pek. Pas. Batu Kosong 2.58 m3 309,282.00 798,256.84

- Pek. Pondasi Bt. Gunung, Camp. 1 : 5 6.22 m3 572,990.00 3,566,361.38

- Pek. Sloef Beton, Uk. 15 x 20

~Beton K175 0.44 m3 884,950.00 384,953.25



- Pek. Kolom Praktis, Uk. 15 x 15

~Beton K175 0.19 m3 884,950.00 171,237.82



- Pek. Ringbalk Praktis, Uk. 15 x 20

~Beton K175 0.35 m3 884,950.00 305,307.75



- Pek. Pas. Dinding Bata, Camp. 1 : 5 16.27 m2 96,764.00 1,574,495.43

- Pek. Plesteran Biasa, Camp. 1 : 5 32.54 m2 39,823.20 1,295,966.40

- Pek. Plesteran Beton, Camp. 1 : 2 7.53 m2 45,880.20 345,248.51

- Pek. Acian 40.07 m2 21,228.13 850,568.51

- Pek. Pengecatan 40.07 m2 38,401.00 1,538,651.27

B. Pagar Belakang Dan Samping

- Pek. Galian Tanah Pondasi 7.80 m3 40,000.00 312,000.00

- Pek. Urugan Kembali 2.60 m3 13,300.00 34,580.00

- Pek. Pasir Urug Alas Pondasi 0.58 m3 197,200.00 114,080.20

- Pek. Pas. Batu Kosong 2.31 m3 309,282.00 715,678.55

- Pek. Pondasi Bt. Gunung, Camp. 1 : 5 5.58 m3 572,990.00 3,197,427.45

- Pek. Sloef Beton, Uk. 15 x 20

~Beton K175 0.39 m3 884,950.00 345,130.50



- Pek. Kolom Praktis, Uk. 15 x 15

~Beton K175 0.11 m3 884,950.00 99,556.87



- Pek. Ringbalk Praktis, Uk. 15 x 20

~Beton K175 0.39 m3 884,950.00 345,130.50



- Pek. Pas. Dinding Bata, Camp. 1 : 5 15.73 m2 96,764.00 1,522,194.48

- Pek. Plesteran Biasa, Camp. 1 : 5 31.46 m2 39,823.20 1,252,917.52

- Pek. Plesteran Beton, Camp. 1 : 2 7.15 m2 45,880.20 328,043.43

- Pek. Acian 37.71 m2 21,228.13 800,555.05

- Pek. Pengecatan 37.71 m2 38,401.00 1,448,178.51

Jumlah (XI) 31,323,562.41

DAFTAR ANALISA HARGA SATUAN PEKERJAAN

A.6 PEKERJAAN PERSIAPAN

A.6.2 Memasang 1 M' pagar sementara dari seng gelombang tinggi 2 meter

1.250 Btg Dolken kayu Ø8-10/400 cm @ Rp 63,057.00 Rp 78,821.25 2.500 Kg Semen Portland @ Rp 1,362.50 Rp 3,406.25 0.005 M3 Pasir beton @ Rp 147,000.00 Rp 735.00 0.009 M3 split/chipping 2-3 cm @ Rp 225,000.00 Rp 2,025.00 0.072 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 284,400.00 0.060 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 1,230.00 0.400 Ltr Residu @ Rp 6,650.00 Rp 2,660.00 0.200 Oh Tukang kayu @ Rp 76,000.00 Rp 15,200.00 0.400 Oh Pekerja @ Rp 50,000.00 Rp 20,000.00 0.020 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 2,000.00 0.020 Oh Mandor @ Rp 100,000.00 Rp 2,000.00

Rp 412,477.50

A.6.4 Mengukur dan memasang 1 M' bouwplank

0.012 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 47,400.00 0.020 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 410.00 0.007 M3 Kayu klas II (papan) @ Rp 3,950,000.00 Rp 27,650.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 89,560.00

A.6.5 Membuat1 M2 kantor sementara, dengan lantai plesteran

1.250 Btg Dolken kayu Ø8-10/400 cm @ Rp 63,057.00 Rp 78,821.25 0.180 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 711,000.00 0.850 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 17,425.00 1.100 Kg Besi strip @ Rp 9,700.00 Rp 10,670.00 35.000 Kg Semen Portland @ Rp 1,362.50 Rp 47,687.50 0.150 M3 Pasir pasang @ Rp 135,000.00 Rp 20,250.00 0.100 M3 Pasir beton @ Rp 147,000.00 Rp 14,700.00 0.150 M3 split/chipping 2-3 cm @ Rp 225,000.00 Rp 33,750.00 30.000 Bh Batu merah @ Rp 750.00 Rp 22,500.00 0.250 Lbr Seng plat BJLS 0.30 @ Rp 49,000.00 Rp 12,250.00 2.000 set Kaca nako lengkap teralis @ Rp 353,500.00 Rp 707,000.00 0.080 M2 Kaca bening 5 mm @ Rp 108,500.00 Rp 8,680.00 0.150 Bh Kunci tanam biasa @ Rp 67,500.00 Rp 10,125.00 0.060 Lbr Multipleks 1.22 x 2.44 x 6 mm @ Rp 84,000.00 Rp 5,040.00 2.000 Oh Tukang kayu @ Rp 76,000.00 Rp 152,000.00 1.000 Oh Tukang batu @ Rp 75,000.00 Rp 75,000.00 2.000 Oh Pekerja @ Rp 50,000.00 Rp 100,000.00 0.300 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 30,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00

Rp 2,061,898.75

B.6 PEKERJAAN TANAH

B.6.1 Menggali 1 M3 tanah biasa sedalam 1 m

0.750 Oh Pekerja @ Rp 50,000.00 Rp 37,500.00 0.025 Oh Mandor @ Rp 100,000.00 Rp 2,500.00

Rp 40,000.00

B.6.2 Menggali 1 M3 tanah biasa sedalam 2 m


Rp 49,500.00 B.6.3 Menggali 1 M3 tanah biasa sedalam 3 m

1.050 Oh Pekerja @ Rp 50,000.00 Rp 52,500.00

0.067 Oh Mandor @ Rp 100,000.00 Rp 6,700.00 Rp 59,200.00

B.6.7 Mengerjakan 1 M2 Stripping Tebing Setinggi 1 M

0.050 Oh Pekerja @ Rp 50,000.00 Rp 2,500.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 3,000.00

B.6.9

0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.008 Oh Mandor @ Rp 100,000.00 Rp 800.00

Rp 13,300.00

B.6.10 Memadatkan 1 M3 tanah (per 20 cm)


Rp 30,000.00

B.6.11 Mengurug 1 M3 pasir urug

1.200 M3 Pasir urug @ Rp 151,000.00 Rp 181,200.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.010 Oh Mandor @ Rp 100,000.00 Rp 1,000.00

Rp 197,200.00

Mengurug 1 M3 Tanah Timbunan

1.200 M3 Tanah timbunan @ Rp 135,000.00 Rp 162,000.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.010 Oh Mandor @ Rp 100,000.00 Rp 1,000.00

Rp 178,000.00

B.6.15 Mengurug 1 M3 sirtu padat untuk peninggian lantai bangunan

1.200 M3 Sirtu @ Rp 173,000.00 Rp 207,600.00 0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.025 Oh Mandor @ Rp 100,000.00 Rp 2,500.00

Rp 222,600.00

C.6 PEKERJAAN PONDASI

C.6.2 Memasang 1 M3 pondasi batu gunung, campuran 1PC : 4PP

1.200 M3 Batu gunung @ Rp 140,000.00 Rp 168,000.00 163.000 Kg Semen Portland @ Rp 1,362.50 Rp 222,087.50 0.520 M3 Pasir pasang @ Rp 135,000.00 Rp 70,200.00 1.500 Oh Pekerja @ Rp 50,000.00 Rp 75,000.00 0.750 Oh Tukang batu @ Rp 75,000.00 Rp 56,250.00 0.075 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 7,500.00 0.075 Oh Mandor @ Rp 100,000.00 Rp 7,500.00

Rp 606,537.50

C.6.3 Memasang 1 M3 pondasi batu gunung, campuran 1PC : 5PP

1.200 M3 Batu gunung @ Rp 140,000.00 Rp 168,000.00 136.000 Kg Semen Portland @ Rp 1,362.50 Rp 185,300.00 0.544 M3 Pasir pasang @ Rp 135,000.00 Rp 73,440.00 1.500 Oh Pekerja @ Rp 50,000.00 Rp 75,000.00 0.750 Oh Tukang batu @ Rp 75,000.00 Rp 56,250.00 0.075 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 7,500.00 0.075 Oh Mandor @ Rp 100,000.00 Rp 7,500.00

Rp 572,990.00

C.6.9 Memasang 1 M3 batu kosong (aanstamping)

1.200 M3 Batu gunung @ Rp 140,000.00 Rp 168,000.00 0.432 M3 Pasir urug @ Rp 151,000.00 Rp 65,232.00 0.780 Oh Pekerja @ Rp 50,000.00 Rp 39,000.00 0.390 Oh Tukang batu @ Rp 75,000.00 Rp 29,250.00 0.039 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,900.00

Mengurug kembali 1 M3 galian

0.039 Oh Mandor @ Rp 100,000.00 Rp 3,900.00 Rp 309,282.00

C.6.10 Memasang 1 M3 Pondasi Siklop, 60% Campuran Beton 1Pc : 2Pb : 3Kr Dan 40% Batu Belah/Batu Kali

0.480 M3 Batu Kali @ Rp 150,000.00 Rp 72,000.00 194.000 Kg Semen Portland @ Rp 1,362.50 Rp 264,325.00 0.312 M3 Pasir beton @ Rp 147,000.00 Rp 45,864.00 0.468 M3 split/chipping 2-3 cm @ Rp 225,000.00 Rp 105,300.00 126.000 Kg Besi beton polos @ Rp 11,000.00 Rp 1,386,000.00 1.800 Kg Kawat beton @ Rp 31,250.00 Rp 56,250.00 3.400 Oh Pekerja @ Rp 50,000.00 Rp 170,000.00 0.850 Oh Tukang batu @ Rp 75,000.00 Rp 63,750.00 0.085 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 8,500.00 0.170 Oh Mandor @ Rp 100,000.00 Rp 17,000.00

Rp 2,188,989.00

C.6.11 Memasang 1 M3 Pondasi Sumuran, Diameter 100 Cm

0.450 M3 Batu Kali @ Rp 150,000.00 Rp 67,500.00 194.000 Kg Semen Portland @ Rp 1,362.50 Rp 264,325.00 0.312 M3 Pasir beton @ Rp 147,000.00 Rp 45,864.00 0.468 M3 split/chipping 2-3 cm @ Rp 225,000.00 Rp 105,300.00 2.400 Oh Pekerja @ Rp 50,000.00 Rp 120,000.00 0.800 Oh Tukang batu @ Rp 75,000.00 Rp 60,000.00 0.080 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 8,000.00 0.119 Oh Mandor @ Rp 100,000.00 Rp 11,900.00

Rp 682,889.00

SPL 01 Memasang 1 Ttk Pondasi Sumuran, Diameter 80 Cm Type SR. 1 (T = 3,50 M)

7.000 Bh @ Rp 250,000.00 Rp 1,750,000.00 4.220 Oh Pekerja @ Rp 50,000.00 Rp 211,008.00 1.407 Oh Tukang batu @ Rp 75,000.00 Rp 105,504.00 0.141 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 14,067.20 0.209 Oh Mandor @ Rp 100,000.00 Rp 20,924.96

Rp 2,101,504.16


5.000 Bh @ Rp 250,000.00 Rp 1,250,000.00 3.014 Oh Pekerja @ Rp 50,000.00 Rp 150,720.00 1.005 Oh Tukang batu @ Rp 75,000.00 Rp 75,360.00 0.100 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 10,048.00 0.149 Oh Mandor @ Rp 100,000.00 Rp 14,946.40

Rp 1,501,074.40


3.000 Bh @ Rp 250,000.00 Rp 750,000.00 1.809 Oh Pekerja @ Rp 50,000.00 Rp 90,432.00 0.603 Oh Tukang batu @ Rp 75,000.00 Rp 45,216.00 0.060 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 6,028.80 0.090 Oh Mandor @ Rp 100,000.00 Rp 8,967.84

Rp 900,644.64


1.000 Bh @ Rp 250,000.00 Rp 250,000.00 0.603 Oh Pekerja @ Rp 50,000.00 Rp 30,144.00 0.201 Oh Tukang batu @ Rp 75,000.00 Rp 15,072.00 0.020 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,009.60 0.030 Oh Mandor @ Rp 100,000.00 Rp 2,989.28

Rp 300,214.88

Gorong-gorong/Buis Beton Ø 80 Cm, T = 50 Cm




D.6 PEKERJAAN DINDINGD.6.2 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1 bt. camp. 1PC : 3PP

140.000 Bh Batu merah @ Rp 750.00 Rp 105,000.00 32.950 Kg Semen Portland @ Rp 1,362.50 Rp 44,894.38 0.091 M3 Pasir pasang @ Rp 135,000.00 Rp 12,285.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.200 Oh Tukang batu @ Rp 75,000.00 Rp 15,000.00 0.020 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,000.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 212,179.38

D.6.3 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1 bt. camp. 1PC : 4PP


Rp 203,729.38

D.6.4 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1 bt. camp. 1PC : 5PP


Rp 199,017.50

D.6.8 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 3PP


Rp 102,479.13

D.6.9 Memasang1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 4PP


Rp 98,973.75

D.6.10 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 5PP

70.000 Bh Batu merah @ Rp 750.00 Rp 52,500.00 9.680 Kg Semen Portland @ Rp 1,362.50 Rp 13,189.00 0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00

0.100 Oh Tukang batu @ Rp 75,000.00 Rp 7,500.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.015 Oh Mandor @ Rp 100,000.00 Rp 1,500.00

Rp 96,764.00

E.6 PEKERJAAN PLESTERAN

E.6.2 Memasang 1 M2 plesteran 1PC : 2PP, tebal 15 mm

10.224 Kg Semen Portland @ Rp 1,362.50 Rp 13,930.20 0.020 M3 Pasir pasang @ Rp 135,000.00 Rp 2,700.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.150 Oh Tukang batu @ Rp 75,000.00 Rp 11,250.00 0.015 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,500.00 0.015 Oh Mandor @ Rp 100,000.00 Rp 1,500.00

Rp 45,880.20 E.6.3 Memasang 1 M2 plesteran 1PC : 3PP, tebal 15 mm


Rp 42,949.80 E.6.4 Memasang 1 M2 plesteran 1PC : 4PP, tebal 15 mm


Rp 40,992.00

E.6.5 Memasang 1 M2 plesteran 1PC : 5PP, tebal 15 mm


Rp 39,823.20

E.6.20 Memasang 1 M2 plesteran skoning 1PC : 2PP, tebal 10 mm

0.500 Kg Semen Portland @ Rp 1,362.50 Rp 681.25 0.013 M3 Pasir pasang @ Rp 135,000.00 Rp 1,755.00 0.080 Oh Pekerja @ Rp 50,000.00 Rp 4,000.00 0.400 Oh Tukang batu @ Rp 75,000.00 Rp 30,000.00 0.040 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 4,000.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 400.00

Rp 40,836.25

E.6.27 Memasang 1 M2 acian

3.250 Kg Semen Portland @ Rp 1,362.50 Rp 4,428.13 0.150 Oh Pekerja @ Rp 50,000.00 Rp 7,500.00 0.100 Oh Tukang batu @ Rp 75,000.00 Rp 7,500.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.008 Oh Mandor @ Rp 100,000.00 Rp 800.00

Rp 21,228.13

F.6 PEKERJAAN KAYU

F.6.1 Membuat dan memasang 1 m3 kusen pintu dan kusen jendela, kayu kelas I

1.100 M3 Kayu klas I (balok) untuk kosen pintu/jen @ Rp 9,050,000.00 Rp 9,955,000.00 1.250 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 25,625.00 1.000 Kg Lem kayu @ Rp 15,000.00 Rp 15,000.00 7.000 Oh Pekerja @ Rp 50,000.00 Rp 350,000.00 21.000 Oh Tukang kayu @ Rp 76,000.00 Rp 1,596,000.00 2.100 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 210,000.00 0.350 Oh Mandor @ Rp 100,000.00 Rp 35,000.00

Rp 12,186,625.00

F.6.5 Membuat dan memasang 1 m2 Daun pintu Panel, kayu kelas I

0.040 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 9,150,000.00 Rp 366,000.00 0.500 Kg Lem kayu @ Rp 15,000.00 Rp 7,500.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 3.000 Oh Tukang kayu @ Rp 76,000.00 Rp 228,000.00 0.300 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 30,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00

Rp 686,500.00

F.6.6 Membuat dan memasang 1 m2 Pintu Dan Jendela Kaca, kayu kelas I


Rp 474,500.00

F.6.7 Membuat dan memasang 1 m2 Pintu Dan Jendela Jalusi, kayu kelas I


Rp 906,100.00

F.6.8 1 M2 Membuat daun pintu kayu lapis (plywood) rangkap, rangka tertutup kayu kls. II

0.025 M3 Kayu klas II (papan) @ Rp 3,950,000.00 Rp 98,750.00 0.030 Kg Paku Biasa 1/2" - 1" @ Rp 20,500.00 Rp 615.00 0.500 Kg Lem kayu @ Rp 15,000.00 Rp 7,500.00 1.000 Lbr Plywood Uk.80x240 cm Tebal 4 mm @ Rp 85,000.00 Rp 85,000.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 2.000 Oh Tukang kayu @ Rp 76,000.00 Rp 152,000.00 0.200 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 20,000.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 396,865.00

F.6.8 - SPL 1 M2 Membuat daun pintu Teakwood rangkap Lapis HPL, rangka tertutup kayu kls. II

0.025 M3 Kayu klas II (papan) @ Rp 3,950,000.00 Rp 98,750.00 0.030 Kg Paku Biasa 1/2" - 1" @ Rp 20,500.00 Rp 615.00 0.500 Kg Lem kayu @ Rp 15,000.00 Rp 7,500.00 1.000 Lbr Teakwood Uk. 80 x 240 x 4 mm @ Rp 93,500.00 Rp 93,500.00 0.700 Lbr HPL Uk. 120 x 240 @ Rp 250,000.00 Rp 175,000.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 2.500 Oh Tukang kayu @ Rp 76,000.00 Rp 190,000.00 0.250 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 25,000.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 623,365.00

F.6.10 Memasang 1 m2 Jalusi Kosen, kayu kelas I

0.060 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 9,150,000.00 Rp 549,000.00 0.150 Kg Paku Biasa 1/2" - 1" @ Rp 20,500.00 Rp 3,075.00 0.670 Oh Pekerja @ Rp 50,000.00 Rp 33,500.00 2.000 Oh Tukang kayu @ Rp 76,000.00 Rp 152,000.00 0.200 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 20,000.00 0.335 Oh Mandor @ Rp 100,000.00 Rp 33,500.00

Rp 791,075.00

F.6.13 Memasang 1 m3 Konstruksi kuda-kuda kayu konvensional, kayu kelas I

1.100 M3 Kayu klas I (balok) untuk kuda-kuda @ Rp 8,860,000.00 Rp 9,746,000.00 15.000 Kg Besi Strip @ Rp 9,700.00 Rp 145,500.00 5.600 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 114,800.00 4.000 Oh Pekerja @ Rp 50,000.00 Rp 200,000.00 12.000 Oh Tukang kayu @ Rp 76,000.00 Rp 912,000.00 1.200 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 120,000.00 0.200 Oh Mandor @ Rp 100,000.00 Rp 20,000.00

Rp 11,258,300.00

SPL - 6.13 Upah Memasang Kembali 1 m3 Konstruksi kuda-kuda kayu konvensional, kayu kelas I (Kuda-Kuda Lama)

15.000 Kg Besi Strip @ Rp 9,700.00 Rp 145,500.00 5.600 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 114,800.00 4.000 Oh Pekerja @ Rp 50,000.00 Rp 200,000.00 12.000 Oh Tukang kayu @ Rp 76,000.00 Rp 912,000.00 1.200 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 120,000.00 0.200 Oh Mandor @ Rp 100,000.00 Rp 20,000.00

Rp 1,512,300.00

F.6.15 Memasang 1 m3 Konstruksi Gordeng, kayu kelas I

1.100 M3 Kayu klas I (balok) untuk kuda-kuda @ Rp 8,860,000.00 Rp 9,746,000.00 15.000 Kg Besi Strip @ Rp 9,700.00 Rp 145,500.00 3.000 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 61,500.00 2.400 Oh Pekerja @ Rp 50,000.00 Rp 120,000.00 7.200 Oh Tukang kayu @ Rp 76,000.00 Rp 547,200.00 0.720 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 72,000.00 0.120 Oh Mandor @ Rp 100,000.00 Rp 12,000.00

Rp 10,704,200.00

SPL - 6.15 Memasang Kembali 1 m3 Konstruksi Gordeng, kayu kelas I

15.000 Kg Besi Strip @ Rp 9,700.00 Rp 145,500.00 3.000 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 61,500.00 2.400 Oh Pekerja @ Rp 50,000.00 Rp 120,000.00 7.200 Oh Tukang kayu @ Rp 76,000.00 Rp 547,200.00 0.720 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 72,000.00 0.120 Oh Mandor @ Rp 100,000.00 Rp 12,000.00

Rp 958,200.00

F.6.16 1 M2 Memasang rangka atap genteng Keramik/Metal, kayu kls. I

0.014 M3 Kayu klas I (balok) untuk kuda-kuda @ Rp 8,860,000.00 Rp 124,040.00 0.036 M3 Kayu klas I (balok) untuk kuda-kuda @ Rp 8,860,000.00 Rp 318,960.00 0.250 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 5,125.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 462,225.00

SPL Memasang Lisplank Ukuran 2x (2x20) cm, Kayu Kls. I

0.009 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 9,150,000.00 Rp 80,520.00 0.060 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 1,230.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00

Rp 100,350.00

G.6 PEKERJAAN BETON

G.6.1

247.000 Kg Semen Portland @ Rp 1,362.50 Rp 336,537.50 869.000 Kg Pasir beton (Kg) @ Rp 105.00 Rp 91,245.00 999.000 Kg split/chipping 2-3 cm(Kg) @ Rp 166.67 Rp 166,500.00 215.000 Ltr Air @ Rp 350.00 Rp 75,250.00 1.650 Oh Pekerja @ Rp 50,000.00 Rp 82,500.00 0.275 Oh Tukang batu @ Rp 75,000.00 Rp 20,625.00 0.028 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,800.00 0.083 Oh Mandor @ Rp 100,000.00 Rp 8,300.00

Rp 783,757.50

G.6.4 Membuat 1 M3 lantai kerja beton mutu f'c=7,4 Mpa (K 100), slump (3-6) cm, w/c=0,87

230.000 Kg Semen Portland @ Rp 1,362.50 Rp 313,375.00 893.000 Kg Pasir beton (Kg) @ Rp 105.00 Rp 93,765.00 1,027.000 Kg split/chipping 2-3 cm(Kg) @ Rp 166.67 Rp 171,166.67 200.000 Ltr Air @ Rp 350.00 Rp 70,000.00 1.200 Oh Pekerja @ Rp 50,000.00 Rp 60,000.00 0.200 Oh Tukang batu @ Rp 75,000.00 Rp 15,000.00 0.020 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,000.00 0.060 Oh Mandor @ Rp 100,000.00 Rp 6,000.00

Rp 731,306.67

G.6.5


Rp 884,950.00

G.6.7


Rp 942,752.50

G.6.9

Membuat 1 M3 beton mutu f'c=7,4 Mpa (K100), slump (12 ± 2) cm, w/c=0,87

Membuat 1 M3 beton mutu f'c=14,5 Mpa (K 175), slump (12 ± 2) cm, w/c=0,66




Rp 985,470.00

G.6.17 Pembesian 1 Kg dengan besi polos atau besi ulir

A. 10.500 Kg Besi beton polos @ Rp 11,000.00 Rp 115,500.00 B. 10.500 Kg Besi beton Ulir @ Rp 12,000.00 Rp 126,000.00

0.150 Kg Kawat beton @ Rp 31,250.00 Rp 4,687.50 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.070 Oh Tukang besi @ Rp 80,000.00 Rp 5,600.00 0.007 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 700.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 400.00

A. Untuk Pembesian 10 Kg Rp 130,387.50 Untuk Pembesian Polos 1 Kg Rp 13,038.75

B. Untuk Pembesian 10 Kg Rp 140,887.50 Untuk Pembesian Ulir 1 Kg Rp 14,088.75

G.6.20 Memasang 1 M2 bekisting untuk pondasi

0.040 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 116,000.00 0.300 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 6,150.00 0.100 Ltr Minyak bekisting @ Rp 6,500.00 Rp 650.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang kayu @ Rp 76,000.00 Rp 19,760.00 0.026 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 173,760.00

Memasang 1 M2 bekisting untuk Pondasi 2 Kali Pemakaian

0.020 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 58,000.00 (Papan 2 kali Pakai)

0.300 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 6,150.00 0.100 Ltr Minyak bekisting @ Rp 6,500.00 Rp 650.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang kayu @ Rp 76,000.00 Rp 19,760.00 0.026 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 115,760.00

G.6.21 Memasang 1 M2 bekisting untuk sloof

0.045 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 130,500.00 0.300 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 6,150.00 0.100 Ltr Minyak bekisting @ Rp 6,500.00 Rp 650.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang batu @ Rp 75,000.00 Rp 19,500.00 0.026 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 188,000.00

Memasang 1 M2 bekisting untuk sloof 2 Kali Pemakaian

0.023 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 65,250.00 (Papan 2 kali Pakai)

0.300 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 6,150.00 0.100 Ltr Minyak bekisting @ Rp 6,500.00 Rp 650.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang batu @ Rp 75,000.00 Rp 19,500.00 0.026 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 122,750.00

G.6.22 Memasang 1 M2 bekisting untuk kolom

0.040 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 116,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 8,200.00 0.200 Ltr Minyak bekisting @ Rp 6,500.00 Rp 1,300.00 0.015 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 59,250.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 131,000.00 Rp 45,850.00 2.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 63,057.00 Rp 126,114.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 76,000.00 Rp 25,080.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 421,394.00

Memasang 1 M2 bekisting untuk kolom Untuk 2x Pemakaian

0.020 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 58,000.00 (papan 2 x pakai)

0.400 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 8,200.00 0.200 Ltr Minyak bekisting @ Rp 6,500.00 Rp 1,300.00 0.008 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 29,625.00

(Balok 2x pakai)

0.175 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 131,000.00 Rp 22,925.00 (Multipleks 2x pakai)

1.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 63,057.00 Rp 63,057.00 (dolken 2x pakai)

0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 76,000.00 Rp 25,080.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 247,787.00

G.6.23 Memasang 1 M2 bekisting untuk balok


Rp 433,244.00

Memasang 1 M2 bekisting untuk balok Untuk 2x pemakaian



(Balok 2x pakai)




Rp 253,712.00

G.6.24 Memasang 1 M2 bekisting untuk lantai


Rp 673,622.00

Memasang 1 M2 bekisting untuk lantai Untuk 2x Pemakaian



(Balok 2x pakai)




Rp 373,901.00

G.6.25 Memasang 1 M2 bekisting untuk dinding

0.030 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 87,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 8,200.00 0.200 Ltr Minyak bekisting @ Rp 6,500.00 Rp 1,300.00 0.020 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 79,000.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 131,000.00 Rp 45,850.00 3.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 63,057.00 Rp 189,171.00 4.000 Bh Spacer/formite/penjaga jarak bekisting @ Rp 7,500.00 Rp 30,000.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 76,000.00 Rp 25,080.00

0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 505,201.00

Memasang 1 M2 bekisting untuk dinding Untuk 2x Pemakaian



(Balok 2x pakai)



2.000 Bh Spacer/formite/penjaga jarak bekisting @ Rp 7,500.00 Rp 15,000.00 (spacer 2x pemakaian)


Rp 289,690.50

G.6.26 Memasang 1 M2 bekisting untuk Tangga

0.030 M3 Kayu klas III (papan) @ Rp 2,900,000.00 Rp 87,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 8,200.00 0.150 Ltr Minyak bekisting @ Rp 6,500.00 Rp 975.00 0.015 M3 Kayu klas II (balok) @ Rp 3,950,000.00 Rp 59,250.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 131,000.00 Rp 45,850.00 2.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 63,057.00 Rp 126,114.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 76,000.00 Rp 25,080.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 392,069.00

H.6 PEKERJAAN PENUTUP ATAP

H.6.32 Memasang 1 M2 Atap Genteng Metal

1.620 Lbr Genteng metal Ex. Sakura Roof @ Rp 35,000.00 Rp 56,700.00 0.200 Kg Paku biasa 2" - 5" @ Rp 20,500.00 Rp 4,100.00 0.200 Oh Pekerja @ Rp 50,000.00 Rp 10,000.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.001 Oh Mandor @ Rp 100,000.00 Rp 100.00

Rp 79,500.00

H.6.36 Memasang 1 M' Nok Genteng Metal

1.100 Lbr Nok genteng Metal Ex. Sakura Roof @ Rp 27,500.00 Rp 30,250.00 0.050 Kg Paku Biasa 1/2" - 1" @ Rp 20,500.00 Rp 1,025.00 0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.150 Oh Tukang kayu @ Rp 76,000.00 Rp 11,400.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.013 Oh Mandor @ Rp 100,000.00 Rp 1,300.00

Rp 57,975.00

H.6.38 Memasang 1 M2 Atap Seng Zincalume

1.000 M2 Atap Zincalume G550 AZ-150 T=0,4 mm @ Rp 112,200.00 Rp 112,200.00 8.000 Bh Paku Sekrup + Mor + Pelapis @ Rp 2,000.00 Rp 16,000.00 0.120 Oh Tukang kayu @ Rp 76,000.00 Rp 9,120.00

0.060 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 6,000.00 0.006 Oh Pekerja @ Rp 50,000.00 Rp 300.00 0.006 Oh Mandor @ Rp 100,000.00 Rp 600.00

Rp 144,220.00

SPL - 6.38 Memasang Kembali 1 M2 Atap Seng Zincalume

8.000 Bh Paku Sekrup + Mor + Pelapis @ Rp 2,000.00 Rp 16,000.00 0.120 Oh Tukang kayu @ Rp 76,000.00 Rp 9,120.00 0.060 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 6,000.00 0.006 Oh Pekerja @ Rp 50,000.00 Rp 300.00 0.006 Oh Mandor @ Rp 100,000.00 Rp 600.00

Rp 32,020.00

SPL - 6.39 Memasang 1 M' Atap Nok Seng zincalume

0.900 M Nok Zincalume G550 AZ-150 T=0,4 mm @ Rp 71,500.00 Rp 64,350.00 10.000 Bh Paku Sekrup + Mor + Pelapis @ Rp 2,000.00 Rp 20,000.00 0.150 Oh Pekerja @ Rp 50,000.00 Rp 7,500.00 0.070 Oh Tukang kayu @ Rp 76,000.00 Rp 5,320.00 0.008 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 800.00 0.006 Oh Mandor @ Rp 100,000.00 Rp 600.00

Rp 98,570.00

SPL Memasang Lisplank Ukuran 1x (2x30) cm, woodplank

0.275 Lbr Woodplank T. 8 x 300 x 4000 mm @ Rp 102,000.00 Rp 28,050.00 0.150 Kg Paku sekrup 2" - 3" @ Rp 25,000.00 Rp 3,750.00 3.960 M Besi Hollow Galvanis 4 x 4 MB, Tbl 0.7 @ Rp 7,000.00 Rp 27,720.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00 1.000 Ls Alat Bantu @ Rp 5,000.00 Rp 5,000.00

Rp 83,120.00

SPL Memasang Lisplank Ukuran 2x (2x30) cm, woodplank

0.550 Lbr Woodplank T. 8 x 300 x 4000 mm @ Rp 102,000.00 Rp 56,100.00 0.175 Kg Paku sekrup 2" - 3" @ Rp 25,000.00 Rp 4,375.00 4.620 M Besi Hollow 40 x 40 x 2.3 mm @ Rp 37,000.00 Rp 170,940.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00 1.000 Ls Alat Bantu @ Rp 5,000.00 Rp 5,000.00

Rp 255,015.00

H.6.42 Memasang 1 M2 Alluminium Foil/sisalation

1.050 M2 Aluminium foil/sisalation single type @ Rp 15,000.00 Rp 15,750.00 0.150 Oh Pekerja @ Rp 50,000.00 Rp 7,500.00 0.050 Oh Tukang kayu @ Rp 76,000.00 Rp 3,800.00 0.005 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 500.00 0.008 Oh Mandor @ Rp 100,000.00 Rp 800.00

Rp 28,350.00

I.6 PEKERJAAN LANGIT - LANGIT/PLAFONDI.6.6 Memasang 1 M2 langit-langit lambriziring kayu, tebal 9 mm

0.015 M3 Kayu klas II (papan) @ Rp 3,950,000.00 Rp 59,250.00 0.010 Kg Paku biasa 1/2" - 1" @ Rp 20,500.00 Rp 205.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.800 Oh Tukang kayu @ Rp 76,000.00 Rp 60,800.00

0.080 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 8,000.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 161,255.00

I.6.7 Memasang 1 M2 langit-langit gypsum board ukuran (120x240x9) mm, tebal 9 mm

0.364 Lbr Gypsumboard 9 mm @ Rp 57,000.00 Rp 20,748.00 0.110 Kg Paku sekrup 3,5" @ Rp 25,000.00 Rp 2,750.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.050 Oh Tukang kayu @ Rp 76,000.00 Rp 3,800.00 0.005 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 500.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 33,298.00

SPL Memasang 1 M2 langit-langit gypsum board ukuran (120x240x9) mm, tebal 9 mm + rangka Hollow

4.400 M Besi Hollow Galvanis 2 x 4 MB, Tbl 0.7 @ Rp 5,800.00 Rp 25,520.00 1.500 Bh Ramsel nails @ Rp 5,000.00 Rp 7,500.00 0.364 Lbr Gypsumboard 9 mm @ Rp 57,000.00 Rp 20,748.00

0.03 Za 0.600 Kg UB 888/400 Compoud @ Rp 10,000.00 Rp 6,000.00 0.016 Roll Isolasi Gypsun @ Rp 35,000.00 Rp 560.00 11.500 Bh Srews/sekrup @ Rp 1,000.00 Rp 11,500.00 1.000 Lbr Kertas Amplas @ Rp 2,700.00 Rp 2,700.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.700 Oh Tukang besi @ Rp 80,000.00 Rp 56,000.00 0.007 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 700.00 0.012 Oh Mandor @ Rp 100,000.00 Rp 1,200.00

Rp 135,928.00

SPL Memasang 1 M2 langit-langit Calsyboard board ukuran (120x240) mm, tebal 6 mm + rangka Hollow

4.400 M Besi Hollow Galvanis 2 x 4 MB, Tbl 0.7 @ Rp 5,800.00 Rp 25,520.00 1.500 Bh Ramsel nails @ Rp 5,000.00 Rp 7,500.00 0.364 Lbr Calsyboard 4 mm @ Rp 55,000.00 Rp 20,020.00

0.03 Za 0.600 Kg UB 888/400 Compoud @ Rp 10,000.00 Rp 6,000.00 0.016 Roll Isolasi Gypsun @ Rp 35,000.00 Rp 560.00 11.500 Bh Srews/sekrup @ Rp 1,000.00 Rp 11,500.00 1.000 Lbr Kertas Amplas @ Rp 2,700.00 Rp 2,700.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.700 Oh Tukang besi @ Rp 80,000.00 Rp 56,000.00 0.007 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 700.00 0.012 Oh Mandor @ Rp 100,000.00 Rp 1,200.00

Rp 135,200.00

SPL Memasang 1 M' list Plafond Gypsum

A 1.050 M' List Gypsum Kecil @ Rp 31,000.00 Rp 32,550.00 B 1.050 M' List Gypsum Sedang @ Rp 31,000.00 Rp 32,550.00 C 1.050 M' List Gypsum Besar @ Rp 31,000.00 Rp 32,550.00

6.000 Bh Srews/sekrup @ Rp 1,000.00 Rp 6,000.00 0.050 Oh Pekerja @ Rp 50,000.00 Rp 2,500.00 0.050 Oh Tukang kayu @ Rp 76,000.00 Rp 3,800.00 0.005 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 500.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Juml. A Rp 45,650.00 Juml. B Rp 45,650.00 Juml. C Rp 45,650.00

J.6 PEKERJAAN PIPA DAN SANITER

J.6.1 Memasang 1 Bh kloset duduk/monoblok

1.000 Bh Closet duduk dudblok + Kran Shower @ Rp 2,135,000.00 Rp 2,135,000.00 6 % Perlengkapan Rp 128,100.00 3.300 Oh Pekerja @ Rp 50,000.00 Rp 165,000.00

1.100 Oh Tukang batu @ Rp 75,000.00 Rp 82,500.00 0.001 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 100.00 0.160 Oh Mandor @ Rp 100,000.00 Rp 16,000.00

Rp 2,526,700.00

J.6.2 Memasang 1 Bh kloset jongkok porselen

1.000 Bh Closet jongkok @ Rp 223,500.00 Rp 223,500.00 6.000 Kg Semen Portland @ Rp 1,362.50 Rp 8,175.00 0.010 M3 Pasir pasang @ Rp 135,000.00 Rp 1,350.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 1.500 Oh Tukang batu @ Rp 75,000.00 Rp 112,500.00 1.500 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 150,000.00 0.160 Oh Mandor @ Rp 100,000.00 Rp 16,000.00

Rp 561,525.00

J.6.4 Memasang 1 Bh Urinoir

1.000 Bh Urinoir Type U57, Lengkap @ Rp 2,035,000.00 Rp 2,035,000.00 30 % Perlengkapan Rp 610,500.00 6.000 Kg Semen Portland @ Rp 1,362.50 Rp 8,175.00 0.010 M3 Pasir pasang @ Rp 135,000.00 Rp 1,350.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 1.000 Oh Tukang batu @ Rp 75,000.00 Rp 75,000.00 0.300 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 30,000.00 0.110 Oh Mandor @ Rp 100,000.00 Rp 11,000.00

Rp 2,821,025.00

J.6.5 Memasang 1 Bh wastafel

1.000 Bh Wastafel keramik @ Rp 405,000.00 Rp 405,000.00 12 % Perlengkapan Rp 48,600.00 6.000 Kg Semen Portland @ Rp 1,362.50 Rp 8,175.00 0.010 M3 Pasir pasang @ Rp 135,000.00 Rp 1,350.00 1.200 Oh Pekerja @ Rp 50,000.00 Rp 60,000.00 1.450 Oh Tukang batu @ Rp 75,000.00 Rp 108,750.00 0.150 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 15,000.00 0.100 Oh Mandor @ Rp 100,000.00 Rp 10,000.00

Rp 656,875.00

J.6.9 Memasang 1 Bh badkip porselen

1.000 Bh Bath tub + Acs @ Rp 8,500,000.00 Rp 8,500,000.00 2 % Perlengkapan Rp 170,000.00 0.008 Oh Pekerja @ Rp 50,000.00 Rp 375.00 0.075 Oh Tukang pipa @ Rp 80,000.00 Rp 6,000.00 0.008 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 750.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 380.00

Rp 8,677,505.00

J.6.19 Memasang 1 M' pipa GIP Medium class diameter 1/2"

1.200 M' Pipa GIP Medium Class Dia. 1/2" @ Rp 19,666.67 Rp 23,600.00 35 % Perlengkapan Rp 6,883.33 0.054 Oh Pekerja @ Rp 50,000.00 Rp 2,700.00 0.090 Oh Tukang pipa @ Rp 80,000.00 Rp 7,200.00 0.009 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 900.00 0.027 Oh Mandor @ Rp 100,000.00 Rp 2,700.00

Rp 43,983.33

J.6.20 Memasang 1 M' pipa GIP Medium class diameter 3/4"

1.200 M' Pipa GIP Medium Class Dia. 3/4" @ Rp 25,666.67 Rp 30,800.00 35 % Perlengkapan Rp 8,983.33 0.054 Oh Pekerja @ Rp 50,000.00 Rp 2,700.00

0.090 Oh Tukang pipa @ Rp 80,000.00 Rp 7,200.00 0.009 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 900.00 0.027 Oh Mandor @ Rp 100,000.00 Rp 2,700.00

Rp 53,283.33

J.6.21 Memasang 1 M' pipa GIP Medium class diameter 1"

1.200 M' Pipa GIP Medium Class Dia. 1" @ Rp 32,366.67 Rp 38,840.00 35 % Perlengkapan Rp 11,328.33 0.054 Oh Pekerja @ Rp 50,000.00 Rp 2,700.00 0.090 Oh Tukang pipa @ Rp 80,000.00 Rp 7,200.00 0.009 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 900.00 0.027 Oh Mandor @ Rp 100,000.00 Rp 2,700.00

Rp 63,668.33

J.6.22 Memasang 1 M' pipa GIP Medium class diameter 1 1/2"

1.200 M' Pipa GIP Medium Class Dia. 1 1/2" @ Rp 49,083.33 Rp 58,900.00 35 % Perlengkapan Rp 17,179.17 0.108 Oh Pekerja @ Rp 50,000.00 Rp 5,400.00 0.180 Oh Tukang pipa @ Rp 80,000.00 Rp 14,400.00 0.018 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,800.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 540.00

Rp 98,219.17

J.6.22 - SPL Memasang 1 M' pipa GIP Medium class diameter 2"

1.200 M' Pipa GIP Medium Class Dia. 2" @ Rp 62,500.00 Rp 75,000.00 35 % Perlengkapan Rp 21,875.00 0.108 Oh Pekerja @ Rp 50,000.00 Rp 5,400.00 0.180 Oh Tukang pipa @ Rp 80,000.00 Rp 14,400.00 0.018 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,800.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 540.00

Rp 119,015.00

J.6.25 Memasang 1 M' pipa PVC tipe AW diameter 1/2"

1.200 M' Pipa PVC AW 1/2'' @ Rp 6,000.00 Rp 7,200.00 35 % Perlengkapan Rp 2,100.00 0.036 Oh Pekerja @ Rp 50,000.00 Rp 1,800.00 0.060 Oh Tukang pipa @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 600.00 0.002 Oh Mandor @ Rp 100,000.00 Rp 180.00

Rp 16,680.00

Memasang 1 M' pipa PVC tipe AW diameter 1/2" Untuk Instalasi Air Panas

1.200 M' Pipa PVC Air Panas 1/2'' @ Rp 41,250.00 Rp 49,500.00 35 % Perlengkapan Rp 14,437.50 0.036 Oh Pekerja @ Rp 50,000.00 Rp 1,800.00 0.060 Oh Tukang pipa @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 600.00 0.002 Oh Mandor @ Rp 100,000.00 Rp 180.00

Rp 71,317.50

J.6.26 Memasang 1 M' pipa PVC tipe AW diameter 3/4"

1.200 M' Pipa PVC AW 3/4'' @ Rp 4,833.33 Rp 5,800.00 35 % Perlengkapan Rp 1,691.67 0.036 Oh Pekerja @ Rp 50,000.00 Rp 1,800.00 0.060 Oh Tukang pipa @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 600.00 0.002 Oh Mandor @ Rp 100,000.00 Rp 180.00

Rp 14,871.67

J.6.27 Memasang 1 M' pipa PVC tipe AW diameter 1"

1.200 M' Pipa PVC AW 1'' @ Rp 6,250.00 Rp 7,500.00 35 % Perlengkapan Rp 2,187.50 0.036 Oh Pekerja @ Rp 50,000.00 Rp 1,800.00 0.060 Oh Tukang pipa @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 600.00 0.002 Oh Mandor @ Rp 100,000.00 Rp 180.00

Rp 17,067.50

J.6.29 Memasang 1 M' pipa PVC tipe D diameter 2"

1.200 M' Pipa PVC 2'' (D) @ Rp 11,200.00 Rp 13,440.00 35 % Perlengkapan Rp 3,920.00 0.054 Oh Pekerja @ Rp 50,000.00 Rp 2,700.00 0.090 Oh Tukang pipa @ Rp 80,000.00 Rp 7,200.00 0.009 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 900.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 270.00

Rp 28,430.00


1.200 M' Pipa PVC 3'' (D) @ Rp 20,125.00 Rp 24,150.00 35 % Perlengkapan Rp 7,043.75 0.081 Oh Pekerja @ Rp 50,000.00 Rp 4,050.00 0.135 Oh Tukang pipa @ Rp 80,000.00 Rp 10,800.00 0.014 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,350.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 410.00

Rp 47,803.75


1.200 M' Pipa PVC 4'' (D) @ Rp 30,125.00 Rp 36,150.00 35 % Perlengkapan Rp 10,543.75 0.081 Oh Pekerja @ Rp 50,000.00 Rp 4,050.00 0.135 Oh Tukang pipa @ Rp 80,000.00 Rp 10,800.00 0.014 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,350.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 410.00

Rp 63,303.75

J.6.33 Memasang 1 Bh bak cuci piring stainles steel

1.000 Bh Washbasin stainless stel @ Rp 455,000.00 Rp 455,000.00 1.000 Bh Waterdrain + accesoriss @ Rp 50,000.00 Rp 50,000.00 0.030 Oh Pekerja @ Rp 50,000.00 Rp 1,500.00 0.300 Oh Tukang batu @ Rp 75,000.00 Rp 22,500.00 0.030 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,000.00 0.002 Oh Mandor @ Rp 100,000.00 Rp 150.00

Rp 532,150.00

J.6.35 Memasang 1 Bh kran diameter 3/4" atau 1/2"

1.000 Bh Kran air biasa 1/2" - 3/4" @ Rp 53,500.00 Rp 53,500.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 63,587.50

Memasang 1 Bh kran air ganda diameter 3/4" atau 1/2"

1.000 Bh Kran air ganda 1/2" - 3/4" @ Rp 250,000.00 Rp 250,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 260,087.50

Memasang 1 Bh kran Shower

1.000 Bh Kran Shower @ Rp 150,000.00 Rp 150,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 160,087.50

Memasang 1 Bh Shower Tray

1.000 Bh Shower Tray + Acc @ Rp 265,000.00 Rp 265,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 275,087.50

Memasang 1 Bh Stop kran

1.000 Bh Stop Kran @ Rp 78,500.00 Rp 78,500.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 88,587.50

J.6.36 Memasang 1 Bh floor drain

1.000 Bh Floor drain Stainlees @ Rp 50,000.00 Rp 50,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang batu @ Rp 75,000.00 Rp 7,500.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 59,500.00

J.6.36 - SPL Memasang 1 Bh Roof drain

1.000 Bh Roof drain @ Rp 75,000.00 Rp 75,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang batu @ Rp 75,000.00 Rp 7,500.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 84,500.00

K.6 PEKERJAAN BESI DAN ALUMINIUM

K.6.1 Memasang 1 Kg besi profilA. 1.150 Kg Besi Siku L. 50. 50. 5 @ Rp 6,000.00 Rp 6,900.00

0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 15,600.00

B. 1.150 Kg Besi Siku L. 60. 60. 6 @ Rp 8,000.00 Rp 9,200.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 17,900.00

C. 1.150 Kg Besi Siku L. 70. 70. 7 @ Rp 11,000.00 Rp 12,650.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00

0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 21,350.00

D. 1.150 Kg Plat Baja T = 10 mm @ Rp 14,245.82 Rp 16,382.69 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 25,082.69

1.150 Kg Plat Baja T = 8 mm @ Rp 15,775.40 Rp 18,141.71 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 26,841.71

E. 1.150 Kg Besi Profil Kanal C. 125 x 50 x 20 x 2,3 @ Rp 10,147.60 Rp 11,669.74 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 20,369.74

1.150 Kg Besi Profil Kanal C. 200 x 75 x 20 x 2,5 @ Rp 9,266.48 Rp 10,656.45 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 19,356.45

F. Pek. Treaktang Besi 10 mm Dan Crosstank Besi 16 mm

1.150 Kg Besi beton polos @ Rp 11,000.00 Rp 12,650.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 21,350.00

G. 1.150 Kg Baja IWF 400. 200. 8. 13 @ Rp 12,500.00 Rp 14,375.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 23,075.00

K.6.3 Mengerjakan 100 Kg pekerjaan perakitan

1.000 Ltr Solar @ Rp 4,500.00 Rp 4,500.00 0.100 Ltr Minyak pelumas @ Rp 28,000.00 Rp 2,800.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.100 Oh Tukang las @ Rp 80,000.00 Rp 8,000.00 0.001 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 100.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00 0.008 Jam Sewa alat @ Rp 150,000.00 Rp 1,200.00

Rp 14,800.00 Untuk 1 Kg Rp 148.00

K.6.11-SNI Mengerjakan 1 M' Kusen Aluminium

1.100 M' Kusen Aluminium Warna 4" x 1 3/4" @ Rp 103,950.00 Rp 114,345.00 2.000 Bh Sektrup Fixer @ Rp 1,850.00 Rp 3,700.00 0.060 Tube Sealent @ Rp 90,000.00 Rp 5,400.00 0.043 Oh Pekerja @ Rp 50,000.00 Rp 2,150.00 0.043 Oh Tukang besi @ Rp 80,000.00 Rp 3,440.00

0.0043 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 430.00 0.0021 Oh Mandor @ Rp 100,000.00 Rp 210.00

Rp 129,675.00

SPL.1 Mengerjakan 10 M' Bingkai Jendela Aluminium

A 1.100 M' Bingkai Pintu Aluminium Warna 4" x 1 1/2 @ Rp 90,750.00 Rp 99,825.00 B 1.100 M' Bingkai Pintu / Rangka Partisi Aluminium @ Rp 79,970.00 Rp 87,967.00 C 1.100 M1 Bingkai Jendela Aluminium Warna (2"x1") @ Rp 53,350.00 Rp 58,685.00

0.060 Tube Sealent @ Rp 90,000.00 Rp 5,400.00 0.043 Oh Pekerja @ Rp 50,000.00 Rp 2,150.00 0.043 Oh Tukang besi @ Rp 80,000.00 Rp 3,440.00 0.0043 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 430.00 0.0021 Oh Mandor @ Rp 100,000.00 Rp 210.00 1.000 Ls Alat Bantu + Accessories dll Rp 8,215.90

A Rp 119,670.90 B Rp 107,812.90 C Rp 78,530.90

SPL 1 Unit Pasang Pintu Kaca Tempered, Tebal 12 Mm, Uk. 115 x 250 cm

3.019 M2 Pintu Kaca Tempered Reflective 12 mm @ Rp 1,506,750.00 Rp 4,548,501.56 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 2.500 Oh Tukang Besi @ Rp 80,000.00 Rp 200,000.00 0.250 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 25,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00 1.000 Set Flooring Engsel @ Rp 1,250,000.00 Rp 1,250,000.00 1.000 Set Frame List, Baut / Sekrup DLL Rp 2,274,250.78 1.000 Ls Automatic Sensor Rp 2,274,250.78 1.000 Ls Alat bantu + Fabrikasi dll Rp 227,425.08

Rp 10,854,428.20

SPL 1 Unit Pasang Pintu Kaca Rangka Aluminium, Uk. 90 x 220 cm (P1)

6.820 m Bingkai Pintu Aluminium Warna 4" x 1 1/2 @ Rp 90,750.00 Rp 618,915.00 1.628 m2 Kaca Ryben 5mm @ Rp 153,500.00 Rp 249,898.00 3.000 Buah Engsel pintu Kw.1 @ Rp 17,000.00 Rp 51,000.00 13.640 m Karet List Kaca @ Rp 3,000.00 Rp 40,920.00 1.000 Buah Door Holder @ Rp 150,000.00 Rp 150,000.00 1.000 Ls Alat Bantu + Assesories @ Rp 111,073.30 Rp 111,073.30 0.168 Oh Pekerja @ Rp 50,000.00 Rp 8,415.00 0.168 Oh Tukang besi @ Rp 80,000.00 Rp 13,464.00 0.018 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 1,782.00 0.010 Oh Mandor @ Rp 100,000.00 Rp 990.00

Rp 1,246,457.30

1 Bh Memasang Jendela Kaca Rangka Alluminium Ukuran (0.82x0.605)m

3.135 m Bingkai Jendela Aluminium Warna (2"x1") @ Rp 53,350.00 Rp 167,252.25 0.373 m Kaca Ryben 5mm @ Rp 153,500.00 Rp 57,324.58 2.000 Buah Engsel jendela Kw.1 @ Rp 13,300.00 Rp 26,600.00 6.270 m Karet List Kaca @ Rp 3,000.00 Rp 18,810.00 1.000 Ls Alat Bantu + Assesories @ Rp 26,998.68 Rp 26,998.68 0.042 Oh Pekerja @ Rp 50,000.00 Rp 2,108.42 0.042 Oh Tukang besi @ Rp 80,000.00 Rp 3,373.48 0.004 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 446.49 0.002 Oh Mandor @ Rp 100,000.00 Rp 242.00

Rp 303,155.90

L.6 PEKERJAAN KUNCI DAN KACA

L.6.2 Memasang 1 Bh kunci tanam biasa

1.000 Bh Kunci tanam biasa (2 x Slag) @ Rp 104,500.00 Rp 104,500.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.500 Oh Tukang kayu @ Rp 76,000.00 Rp 38,000.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00

0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00 Rp 144,500.00

L.6.4 Memasang 1 Bh kunci silinder

1.000 Bh Kunci tanam silinder @ Rp 150,000.00 Rp 150,000.00 0.005 Oh Pekerja @ Rp 50,000.00 Rp 250.00 0.500 Oh Tukang kayu @ Rp 76,000.00 Rp 38,000.00 0.005 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 500.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 189,000.00

L.6.5 Memasang 1 Bh engsel pintu

1.000 Bh Engsel pintu Kw.1 @ Rp 17,000.00 Rp 17,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 76,000.00 Rp 11,400.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.0008 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 30,725.00

SPL Memasang 1 Psg Flooring Engsel pintu

1.000 Psg Flooring engsel @ Rp 1,250,000.00 Rp 1,250,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.300 Oh Tukang kayu @ Rp 76,000.00 Rp 22,800.00 0.030 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,000.00 0.0008 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 1,276,625.00

L.6.6 Memasang 1 Bh engsel jendela

1.000 Bh Engsel jendela Kw.1 @ Rp 13,300.00 Rp 13,300.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.0005 Oh Mandor @ Rp 100,000.00 Rp 50.00

Rp 22,450.00

L.6.9 Memasang 1 Bh kait angin

1.000 Bh Kait angin @ Rp 17,500.00 Rp 17,500.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 76,000.00 Rp 11,400.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 31,225.00

SPL Memasang 1 Bh grendel jendela

1.000 Bh Grendel jendela Kw.1 @ Rp 16,000.00 Rp 16,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang kayu @ Rp 76,000.00 Rp 7,600.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.00050 Oh Mandor @ Rp 100,000.00 Rp 50.00

Rp 25,150.00

L.6.10 Memasang 1 Bh door closer

1.000 Bh Door closer/espanyolet @ Rp 250,000.00 Rp 250,000.00 0.050 Oh Pekerja @ Rp 50,000.00 Rp 2,500.00 0.500 Oh Tukang kayu @ Rp 76,000.00 Rp 38,000.00 0.050 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 5,000.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 295,750.00

L.6.11 Memasang 1 Bh kunci selot

A 1.000 Bh Kunci selot @ Rp 500,000.00 Rp 500,000.00 B 1.000 Bh Kunci selot biasa @ Rp 225,000.00 Rp 225,000.00

0.020 Oh Pekerja @ Rp 50,000.00 Rp 1,000.00 0.200 Oh Tukang kayu @ Rp 76,000.00 Rp 15,200.00 0.020 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 2,000.00 0.0010 Oh Mandor @ Rp 100,000.00 Rp 100.00

Juml. A Rp 518,300.00 Juml. B Rp 243,300.00

L.6.12 Memasang 1 Bh pegangan pintu/door holder

1.000 Bh Door Holder @ Rp 150,000.00 Rp 150,000.00 0.050 Oh Pekerja @ Rp 50,000.00 Rp 2,500.00 0.500 Oh Tukang kayu @ Rp 76,000.00 Rp 38,000.00 0.050 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 5,000.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 195,750.00

L.6.17 Memasang 1 M2 kaca, tebal 5 mm

1.100 M2 Kaca Ryben 5mm @ Rp 153,500.00 Rp 168,850.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 76,000.00 Rp 11,400.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 182,575.00

Memasang 1 M2 kaca, tebal 5 mm

1.100 M2 Kaca bening 5 mm @ Rp 108,500.00 Rp 119,350.00 4.400 M' Karet List Kaca @ Rp 3,000.00 Rp 13,200.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 76,000.00 Rp 11,400.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 146,275.00

M.6 PEKERJAAN PENUTUP LANTAI DAN DINDING

M.6.13 Memasang 1 M2 lantai Keramik Anti Noda T = 1 cm, ukuran (60x60) cm

3.100 Bh Tegel keramik Anti noda, T = 1 Cm, 60 x @ Rp 81,227.44 Rp 251,805.05 9.600 Kg Semen Portland @ Rp 1,362.50 Rp 13,080.00 0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 1.500 Kg Semen warna @ Rp 2,500.00 Rp 3,750.00 0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.120 Oh Tukang batu @ Rp 75,000.00 Rp 9,000.00 0.012 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,200.00 0.013 Oh Mandor @ Rp 100,000.00 Rp 1,300.00

Rp 298,710.05

Memasang 1 M2 lantai Keramik Anti Noda T = 1 cm, ukuran (20x60) cm

9.160 Bh Tegel keramik Anti noda, T = 1 Cm, 20 x @ Rp 27,010.80 Rp 247,418.97 9.800 Kg Semen Portland @ Rp 1,362.50 Rp 13,352.50 0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 1.300 Kg Semen warna @ Rp 2,500.00 Rp 3,250.00 0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.120 Oh Tukang batu @ Rp 75,000.00 Rp 9,000.00 0.012 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,200.00 0.013 Oh Mandor @ Rp 100,000.00 Rp 1,300.00

Rp 294,096.47

Memasang 1 M2 lantai keramik ukuran (40x40) cm

6.630 Bh Tegel keramik 40 x 40 cm (Warna) @ Rp 10,250.00 Rp 67,957.50 9.800 Kg Semen Portland @ Rp 1,362.50 Rp 13,352.50 0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 1.300 Kg Semen warna @ Rp 2,500.00 Rp 3,250.00 0.700 Oh Pekerja @ Rp 50,000.00 Rp 35,000.00

0.350 Oh Tukang batu @ Rp 75,000.00 Rp 26,250.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.035 Oh Mandor @ Rp 100,000.00 Rp 3,500.00

Rp 158,885.00


11.870 Bh Tegel keramik 30 x 30 cm (Warna) @ Rp 5,136.36 Rp 60,968.64 10.000 Kg Semen Portland @ Rp 1,362.50 Rp 13,625.00 0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 1.500 Kg Semen warna @ Rp 2,500.00 Rp 3,750.00 0.700 Oh Pekerja @ Rp 50,000.00 Rp 35,000.00 0.350 Oh Tukang batu @ Rp 75,000.00 Rp 26,250.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.035 Oh Mandor @ Rp 100,000.00 Rp 3,500.00

Rp 152,668.64


26.500 Bh Tegel keramik 20 x 20 cm (kasar) @ Rp 1,900.00 Rp 50,350.00 10.400 Kg Semen Portland @ Rp 1,362.50 Rp 14,170.00 0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 1.620 Kg Semen warna @ Rp 2,500.00 Rp 4,050.00 0.620 Oh Pekerja @ Rp 50,000.00 Rp 31,000.00 0.350 Oh Tukang batu @ Rp 75,000.00 Rp 26,250.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 138,395.00

SPL Memasang 1 M2 dinding keramik ukuran (20x25) cm

21.000 Bh Tegel keramik 20 x 25 cm ( warna ) @ Rp 2,475.00 Rp 51,975.00 9.300 Kg Semen Portland @ Rp 1,362.50 Rp 12,671.25 0.018 M3 Pasir pasang @ Rp 135,000.00 Rp 2,430.00 1.940 Kg Semen warna @ Rp 2,500.00 Rp 4,850.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.450 Oh Tukang batu @ Rp 75,000.00 Rp 33,750.00 0.045 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 4,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 143,176.25

SPL Memasang 1 M2 dinding keramik ukuran (30x50) cm

7.000 Bh Tegel keramik 30 x 50 Cm @ Rp 9,714.29 Rp 68,000.00 9.300 Kg Semen Portland @ Rp 1,362.50 Rp 12,671.25 0.018 M3 Pasir pasang @ Rp 135,000.00 Rp 2,430.00 1.940 Kg Semen warna @ Rp 2,500.00 Rp 4,850.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.450 Oh Tukang batu @ Rp 75,000.00 Rp 33,750.00 0.045 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 4,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 159,201.25

SPL Memasang 1 M plint Keramik ukuran (15 x 60) cm

1.700 Bh Plint Keramik 15 x 60 Cm @ Rp 25,000.00 Rp 42,500.00 1.140 Kg Semen Portland @ Rp 1,362.50 Rp 1,553.25 0.003 M3 Pasir pasang @ Rp 135,000.00 Rp 405.00 0.100 Kg Semen warna @ Rp 2,500.00 Rp 250.00 0.090 Oh Pekerja @ Rp 50,000.00 Rp 4,500.00 0.090 Oh Tukang batu @ Rp 75,000.00 Rp 6,750.00 0.009 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 900.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 57,358.25

M.6.43 - SPL Memasang 1 M2 lantai Granit

1.060 Bh Granit Lantai Type Pure Black, t = 2 cm @ Rp 687,500.00 Rp 728,750.00 8.190 Kg Semen Portland @ Rp 1,362.50 Rp 11,158.88

0.045 M3 Pasir pasang @ Rp 135,000.00 Rp 6,075.00 0.650 Kg Semen warna @ Rp 2,500.00 Rp 1,625.00 0.620 Oh Pekerja @ Rp 50,000.00 Rp 31,000.00 0.350 Oh Tukang batu @ Rp 75,000.00 Rp 26,250.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 811,358.88 M.6.55 - SPL Memasang 1 M2 dinding Granit

1.020 M2 Granit Dinding Type Starwhite, t = 2 cm @ Rp 350,000.00 Rp 357,000.00 2.000 Bh Paku Pancing @ Rp 30,000.00 Rp 60,000.00 12.440 Kg Semen Portland @ Rp 1,362.50 Rp 16,949.50 0.025 M3 Pasir pasang @ Rp 135,000.00 Rp 3,375.00 0.650 Kg Semen warna @ Rp 2,500.00 Rp 1,625.00 0.720 Oh Pekerja @ Rp 50,000.00 Rp 36,000.00 0.650 Oh Tukang batu @ Rp 75,000.00 Rp 48,750.00 0.065 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 6,500.00 0.035 Oh Mandor @ Rp 100,000.00 Rp 3,500.00

Rp 533,699.50

M.6.58 - SPL Memasang 1 M2 dinding batu Alam Undersheet

1.100 M2 Batu Alam Undersheet @ Rp 198,500.00 Rp 218,350.00 11.750 Kg Semen Portland @ Rp 1,362.50 Rp 16,009.38 0.035 M3 Pasir pasang @ Rp 135,000.00 Rp 4,725.00 0.620 Oh Pekerja @ Rp 50,000.00 Rp 31,000.00 0.350 Oh Tukang batu @ Rp 75,000.00 Rp 26,250.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 302,834.38

M.6.28 - SPL Memasang 1 M plint Granit

1.700 Bh Plint Granit Type Starwhite, t = 2 cm @ Rp 35,000.00 Rp 59,500.00 1.140 Kg Semen Portland @ Rp 1,362.50 Rp 1,553.25 0.003 M3 Pasir pasang @ Rp 135,000.00 Rp 405.00 0.100 Kg Semen warna @ Rp 2,500.00 Rp 250.00 0.090 Oh Pekerja @ Rp 50,000.00 Rp 4,500.00 0.090 Oh Tukang batu @ Rp 75,000.00 Rp 6,750.00 0.009 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 900.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 74,358.25

M.6.44 Memasang 1 M2 lantai karpet

1.050 M2 karpet KW 1 @ Rp 350,000.00 Rp 367,500.00 0.350 Kg lem karpet @ Rp 25,000.00 Rp 8,750.00 0.170 Oh Pekerja @ Rp 50,000.00 Rp 8,500.00 0.170 Oh Tukang batu @ Rp 75,000.00 Rp 12,750.00 0.017 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,700.00 0.009 Oh Mandor @ Rp 100,000.00 Rp 900.00

Rp 400,100.00

M.6.45 Memasang 1 M2 lantai underlayer

1.050 M2 Underlayer/rubber corrugate @ Rp 75,000.00 Rp 78,750.00 0.350 Kg lem karpet @ Rp 25,000.00 Rp 8,750.00 0.120 Oh Pekerja @ Rp 50,000.00 Rp 6,000.00 0.120 Oh Tukang batu @ Rp 75,000.00 Rp 9,000.00 0.012 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,200.00 0.006 Oh Mandor @ Rp 100,000.00 Rp 600.00

Rp 104,300.00

N.6 PEKERJAAN PENGECATAN

N.6.8 Mengecat 1 M2 bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis cat penutup

0.200 Kg Cat meni @ Rp 17,125.00 Rp 3,425.00 0.150 Kg Dempul @ Rp 33,500.00 Rp 5,025.00 0.170 Kg Cat dasar @ Rp 19,700.00 Rp 3,349.00 0.260 Kg Cat kayu @ Rp 63,500.00 Rp 16,510.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.009 Oh Tukang cat @ Rp 75,000.00 Rp 675.00 0.006 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 600.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 33,334.00

N.6.10 - SPL Melabur 1 M2 bidang Batu Alam dengan Coating

0.360 Ltr Coating @ Rp 50,000.00 Rp 18,000.00 0.040 Oh Pekerja @ Rp 50,000.00 Rp 2,000.00 0.063 Oh Tukang cat @ Rp 75,000.00 Rp 4,725.00 0.063 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 6,300.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 31,275.00

N.6.14 - SPL Mengecat 1 M2 tembok baru (1 lapis plamir, 1 lapis cat dasar, dan 2 lapis cat penutup), (Interior)

0.100 Kg Plamur tembok @ Rp 25,000.00 Rp 2,500.00 0.100 Kg Cat dasar @ Rp 19,700.00 Rp 1,970.00 0.260 Kg Cat tembok Kw. 1 (Interior) @ Rp 49,000.00 Rp 12,740.00 0.020 Oh Pekerja @ Rp 50,000.00 Rp 1,000.00 0.063 Oh Tukang cat @ Rp 75,000.00 Rp 4,725.00 0.0063 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 630.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 23,815.00

N.6.14 - SPL Mengecat 1 M2 tembok baru (1 lapis plamir, 1 lapis cat dasar, dan 2 lapis cat penutup), (Eksterior)

0.100 Kg Plamur tembok @ Rp 25,000.00 Rp 2,500.00 0.100 Kg Cat dasar @ Rp 19,700.00 Rp 1,970.00 0.260 Kg Cat tembok Kw. 1 (Exterior) @ Rp 105,100.00 Rp 27,326.00 0.020 Oh Pekerja @ Rp 50,000.00 Rp 1,000.00 0.063 Oh Tukang cat @ Rp 75,000.00 Rp 4,725.00 0.0063 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 630.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 38,401.00

N.6.23 Mengecat 1 M2 permukaan baja lapis seng (galbani) secara manual sistem 1 lapis

0.300 Kg Cat meni @ Rp 17,125.00 Rp 5,137.50 0.006 Oh Pekerja @ Rp 50,000.00 Rp 300.00 0.060 Oh Tukang cat @ Rp 75,000.00 Rp 4,500.00 0.012 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 1,200.00 0.006 Oh Mandor @ Rp 100,000.00 Rp 600.00

Rp 11,737.50

PEKERJAAN LISTRIK

SPL - 01 Mengerjakan 1 Titik Instalasi Penerangan

16.000 M' Kabel NYM (2x2,5) mm @ Rp 10,069.00 Rp 161,104.00 32.000 Bh Klem Kabel No. 10 @ Rp 750.00 Rp 24,000.00 1.000 Bh Pipa Instalasi Listrik @ Rp 6,700.00 Rp 6,700.00 1.000 Bh Inbow Dos @ Rp 5,000.00 Rp 5,000.00 4.000 Bh Las Dop @ Rp 750.00 Rp 3,000.00 4.000 Bh Isolasi @ Rp 12,500.00 Rp 50,000.00 1.000 Bh T - Dos 5/8" @ Rp 750.00 Rp 750.00 0.100 Ls Alat bantu @ Rp 5,000.00 Rp 500.00 0.500 Oh Tukang listrik @ Rp 90,000.00 Rp 45,000.00

cat mutakhir dengan tebal 200 µm

0.500 Oh Kepala Tukang listrik @ Rp 100,000.00 Rp 50,000.00 Rp 346,054.00

SPL - 02 Mengerjakan 1 Titik Instalasi Stop Kontak

12.000 M' Kabel NYM (3x2,5) mm @ Rp 13,090.00 Rp 157,080.00 20.000 Bh Klem Kabel No. 10 @ Rp 750.00 Rp 15,000.00 2.000 Bh Pipa Instalasi Listrik @ Rp 6,700.00 Rp 13,400.00 1.000 Bh Inbow Dos @ Rp 5,000.00 Rp 5,000.00 6.000 Bh Las Dop @ Rp 750.00 Rp 4,500.00 2.000 Bh Isolasi @ Rp 12,500.00 Rp 25,000.00 1.000 Bh T - Dos 5/8" @ Rp 750.00 Rp 750.00 0.100 Ls Alat bantu @ Rp 5,000.00 Rp 500.00 0.500 Oh Tukang listrik @ Rp 90,000.00 Rp 45,000.00 0.500 Oh Kepala Tukang listrik @ Rp 100,000.00 Rp 50,000.00

Rp 316,230.00

SPL - 03 Mengerjakan 1 Titik Instalasi Stop Kontak AC

12.000 M' Kabel NYM (4x4) mm @ Rp 29,905.70 Rp 358,868.40 20.000 Bh Klem Kabel No. 10 @ Rp 750.00 Rp 15,000.00 2.000 Bh Pipa Instalasi Listrik @ Rp 6,700.00 Rp 13,400.00 1.000 Bh Inbow Dos @ Rp 5,000.00 Rp 5,000.00 6.000 Bh Las Dop @ Rp 750.00 Rp 4,500.00 2.000 Bh Isolasi @ Rp 12,500.00 Rp 25,000.00 1.000 Bh T - Dos 5/8" @ Rp 750.00 Rp 750.00 0.100 Ls Alat bantu @ Rp 5,000.00 Rp 500.00 0.500 Oh Tukang listrik @ Rp 90,000.00 Rp 45,000.00 0.500 Oh Kepala Tukang listrik @ Rp 100,000.00 Rp 50,000.00

Rp 518,018.40

SPL - 03 Mengerjakan 1 Titik Instalasi Outlet Telepon

25.000 M1 Kabel ITC 2 x 2 x 0,6 mm @ Rp 5,000.00 Rp 125,000.00 6.000 M1 Pipa Conduit PVC 20 mm @ Rp 13,750.00 Rp 82,500.00 4.000 Bh Fitting ( elbow ,male bush, Joint coupling) @ Rp 3,000.00 Rp 12,000.00 5.000 Bh Saddle @ Rp 500.00 Rp 2,500.00 6.000 Bh Fresher dan Scrup @ Rp 2,000.00 Rp 12,000.00 4.000 Bh Junction box @ Rp 5,000.00 Rp 20,000.00 0.100 oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.140 oh Tukang listrik @ Rp 90,000.00 Rp 12,600.00 0.015 oh Kepala Tukang listrik @ Rp 100,000.00 Rp 1,500.00 0.004 oh Mandor @ Rp 100,000.00 Rp 400.00

Rp 273,500.00

DAFTAR HARGA BAHAN DAN UPAH

Tahun Anggaran 2013

I. HARGA BAHAN

BAHAN BATU, PASIR, CIPPING DAN BATU MERAH SAT HARGABatu gunung Rp. 140,000.00Batu Kali Rp. 150,000.00Batu belah 7/10 Rp. 175,000.00Batu pecah 5/7 Rp. 180,000.00Pasir pasang Rp. 135,000.00Pasir beton Rp. 147,000.00Pasir beton (Kg) Kg Rp. 105.00Pasir urug Rp. 151,000.00split/chipping 2-3 cm Rp. 225,000.00split/chipping 2-3 cm(Kg) Kg Rp. 166.67Tanah Timbunan Rp. 135,000.00Krikil Rp. 290,000.00Krikil (Kg) Kg Rp. 214.81Sirtu Rp. 173,000.00Batu merah Bh Rp. 750.00Paving Block K400, Uk. 10 x 20 Tbl 10 cm Bj Rp. 3,100.00Cansteen Beton Uk. 20 x 25 x 50 Bj Rp. 45,000.00

Bh Rp. 250,000.00Bh Rp. 325,000.00

Air Ltr Rp. 350.00

BAHAN SEMENSemen PC 50kg (zak) Zak Rp. 68,750.00Semen Portland Kg Rp. 1,362.50Semen PC 40 kg (zak) Zak Rp. 54,500.00Semen Nat Kg Rp. 7,500.00Semen Putih Zak Rp. 65,000.00Semen warna Kg Rp. 2,500.00

BAHAN BESIBesi beton polos Kg Rp. 11,000.00Besi beton Ulir Kg Rp. 12,000.00Baja IWF 400. 200. 8. 13 Kg Rp. 12,500.00Besi Siku L. 50. 50. 5 Kg Rp. 6,000.00Besi Siku L. 60. 60. 6 Kg Rp. 8,000.00Besi Siku L. 70. 70. 7 Kg Rp. 11,000.00Besi Profil Kanal C. 125 x 50 x 20 x 2,3 Kg Rp. 10,147.60Besi Profil Kanal C. 200 x 75 x 20 x 2,5 Kg Rp. 9,266.48Plat Baja T = 10 mm Kg Rp. 14,245.82Plat Baja T = 8 mm Kg Rp. 15,775.40Kawat beton Kg Rp. 31,250.00Kawat Rang 3 x 3 M2 Rp. 17,500.00Paku Biasa 1/2" - 1" Kg Rp. 20,500.00Paku biasa 2" - 5" Kg Rp. 20,500.00Paku asbes Kg Rp. 24,500.00Paku beton Dos Rp. 46,500.00Paku pancing Kg Rp. 30,000.00Paku Sekrup Galvaniz Dia. 3 mm Bj Rp. 1,500.00Besi Hollow 20 x 40 x 1.8 mm M Rp. 21,600.00Besi Hollow 30 x 30 x 1.8 mm M Rp. 20,800.00Besi Hollow 30 x 30 x 2.3 mm M Rp. 26,400.00Besi Hollow 40 x 40 x 1.8 mm M Rp. 28,800.00Besi Hollow 40 x 40 x 2.3 mm M Rp. 37,000.00Besi Hollow Galvanis 2 x 4 MB, Tbl 0.7 mm M Rp. 5,800.00Besi Hollow Galvanis 4 x 4 MB, Tbl 0.7 mm M Rp. 7,000.00Besi strip Kg Rp. 9,700.00Baut - Baut Bh Rp. 7,500.00

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3



Baut Dia. 16 mm Bh Rp. 12,500.00Baut Dia. 19 mm Bh Rp. 17,500.00Paku sekrup 2" - 3" Kg Rp. 25,000.00Paku sekrup 3,5" Kg Rp. 25,000.00Paku sekrup 4"-6" Kg Rp. 18,700.00Paku Sekrup + Mor + Pelapis Bh Rp. 2,000.00Jarum Pengeras Bh Rp. 250,000.00Pintu Aluminium Bh Rp. 880,000.00List Alluminium strip M Rp. 10,000.00Aluminium Composite Panel M2 Rp. 450,000.00Srews/sekrup Bh Rp. 1,000.00

BAHAN PLAPON DAN PARTISIMulripleks 1.22 x 2.44 x 4 mm Lbr Rp. 52,500.00Multipleks 1.22 x 2.44 x 6 mm Lbr Rp. 84,000.00Multipleks 1.22 x 2.44 x 9 mm Lbr Rp. 131,000.00Gypsumboard 9 mm Lbr Rp. 57,000.00Calsyboard 4 mm Lbr Rp. 55,000.00Teakwood Uk. 80 x 240 x 4 mm Lbr Rp. 93,500.00Plywood Uk.80x240 cm Tebal 4 mm Lbr Rp. 85,000.00Glass Wool DN City 48 kg/m2, Uk. 1.2 x 2.3 m, T = 5 cm Roll Rp. 235,000.00Lambrasering Aluminium L = 20 Cm M2 Rp. 580,000.00Lambrasering Aluminium L = 12 Cm M2 Rp. 455,000.00Ramsel nails Bh Rp. 5,000.00UB 888/400 Compoud Kg Rp. 10,000.00Isolasi Gypsun Roll Rp. 35,000.00List Gypsum Kecil M' Rp. 31,000.00List Gypsum Sedang M' Rp. 31,000.00List Gypsum Besar M' Rp. 31,000.00

BAHAN KERAMIKTegel keramik 30 x 30 cm (putih) Bh Rp. 4,500.00Tegel keramik 30 x 30 cm (Warna) Bh Rp. 5,136.36Tegel keramik 20 x 20 cm (kasar) Bh Rp. 1,900.00Tegel keramik 20 x 20 cm (putih) Bh Rp. 1,980.00Tegel keramik 20 x 25 cm ( warna ) Bh Rp. 2,475.00Tegel keramik 10 x 10 cm ( putih ) Bh Rp. 500.00Tegel keramik 40 x 40 cm (putih) Bh Rp. 9,750.00Tegel keramik 40 x 40 cm (Warna) Bh Rp. 10,250.00Tegel keramik 30 x 50 Cm Bh Rp. 9,714.29Tegel keramik Anti noda, T = 1 Cm, 60 x 60 Cm Bh Rp. 81,227.44Tegel keramik Anti noda, T = 1 Cm, 20 x 60 Cm Bh Rp. 27,010.80Tegel keramik 40 x 40 cm Dos Rp. 67,000.00Granit Lantai Type Pure Black, t = 2 cm Rp. 687,500.00Granit Lantai Type Starwhite, t = 2 cm Rp. 350,000.00Granit Dinding Type Starwhite, t = 2 cm Rp. 350,000.00Plint Granit Type Starwhite, t = 2 cm M Rp. 35,000.00Plint Keramik 15 x 60 cm M Rp. 25,000.00Batu Alam Undersheet Rp. 198,500.00

BAHAN ATAPGenteng keramik Natural Bh Rp. 9,200.00Karet Pelapis Genteng Rp. 9,000.00Nok genteng keramik Natural Bh Rp. 42,000.00Atap Genteng Bitumen Uk. 106 x 40 x 0.3 Lbr Rp. 69,500.00Nok Atap Bitumen Uk. 50 x 90 x 0.3 Lbr Rp. 95,000.00Genteng metal Ex. Sakura Roof Lbr Rp. 35,000.00Nok genteng Metal Ex. Sakura Roof Lbr Rp. 27,500.00Atap Zincalume G550 AZ-150 T=0,4 mm Rp. 112,200.00Nok Zincalume G550 AZ-150 T=0,4 mm Lbr Rp. 71,500.00Rangka Atap Baja Ringan Rp. 160,000.00Aluminium foil/sisalation single type Rp. 15,000.00Ancor / Seng Pelapis Genteng Rol Rp. 2,500,000.00

M2

M2

M2

M2

M2

M2

M2

M2

BAHAN SENG/ALUMINIUMSeng plat BJLS 0.30 Lbr Rp. 49,000.00Seng plat BJLS 0.28 Lbr Rp. 63,500.00Seng gelombang BWG 34 " BJLS 0.18 mm Kaki Rp. 6,700.00Seng gelombang BWG 33 " BJLS 0.22 mm Kaki Rp. 7,700.00Seng gelombang BWG 32 " BJLS 0.30 mm Kaki Rp. 12,800.00Seng gelombang BWG 28 " BJLS 0.35 mm Kaki Rp. 13,800.00Kusen Aluminium Warna 4" x 1 3/4" M' Rp. 103,950.00Bingkai Pintu Aluminium Warna 4" x 1 1/2" M' Rp. 90,750.00Bingkai Pintu / Rangka Partisi Aluminium Warna 3" x 1 1/2" M' Rp. 79,970.00Bingkai Jendela Aluminium Warna (2"x1") M' Rp. 53,350.00

BAHAN KAYUKayu klas I (balok) untuk kuda-kuda Rp. 8,860,000.00Kayu klas II (balok) Rp. 3,950,000.00Kayu klas II (papan) Rp. 3,950,000.00Kayu klas III (balok) Rp. 2,900,000.00Kayu klas III (papan) Rp. 2,900,000.00Kayu klas I (papan) listplank dan pintu/jendela Rp. 9,150,000.00

Btg Rp. 63,057.00Kayu klas I (balok) untuk kosen pintu/jendela Rp. 9,050,000.00HPL Uk. 120 x 240 Lbr Rp. 250,000.00Woodplank T. 8 x 300 x 4000 mm Lbr Rp. 102,000.00

BAHAN KUNCI, ENGSEL, GRENDEL DAN HAK ANGINKunci tanam biasa (2 x Slag) Bh Rp. 104,500.00Kunci tanam silinder Bh Rp. 150,000.00Kunci selot Bh Rp. 500,000.00Kunci selot biasa Bh Rp. 225,000.00Kunci tanam biasa Bh Rp. 67,500.00Flooring engsel Psg Rp. 1,250,000.00Engsel pintu Kw.1 Bh Rp. 17,000.00Engsel jendela Kw.1 Bh Rp. 13,300.00Grendel jendela Kw.1 Bh Rp. 16,000.00Kait angin Bh Rp. 17,500.00Grendel tanam Bh Rp. 150,000.00Door closer/espanyolet Bh Rp. 250,000.00Door Holder Bh Rp. 150,000.00Door stop Bh Rp. 75,000.00

BAHAN KACAKaca bening 3 mm Rp. 101,500.00Kaca bening 5 mm Rp. 108,500.00Kaca buram 5 mm Rp. 113,500.00Kaca Ryben 5mm Rp. 153,500.00Kaca Panashap Warna Hijau, Tebal 6 mm Rp. 318,000.00Kaca nako lengkap teralis set Rp. 353,500.00Pintu Kaca Tempered Reflective 12 mm Rp. 1,506,750.00Karet List Kaca M' Rp. 3,000.00

BAHAN CATCat tembok Kw. 1 (Interior) Kg Rp. 49,000.00Cat tembok Kw. 1 (Exterior) Kg Rp. 105,100.00Cat tembok Kw. 2 Kg Rp. 30,700.00Cat Seng Kg Rp. 28,100.00Cat kayu Kg Rp. 63,500.00Cat Besi Kg Rp. 63,500.00Minyak bekisting Ltr Rp. 6,500.00Cat meni Kg Rp. 17,125.00Plamur tembok Kg Rp. 25,000.00Lem kayu Kg Rp. 15,000.00Residu Ltr Rp. 6,650.00Kertas amplas Lbr Rp. 2,700.00

M3

M3

M3

M3

M3

M3

Dolken kayu Ø8-10/400 cmM3

M2

M2

M2

M2

M2

M2

Dempul Kg Rp. 33,500.00Minyak cat Kg Rp. 33,500.00Cat dasar Kg Rp. 19,700.00Cat dasar Kayu Kg Rp. 58,500.00Cat Waterproofing Ltr Rp. 65,000.00Coating Ltr Rp. 50,000.00

BAHAN SANITASICloset duduk Dudblok + Kran Shower Bh Rp. 2,135,000.00Bath tub + Acs Bh Rp. 8,500,000.00Closet jongkok Bh Rp. 223,500.00Urinoir Type U57, Lengkap Bh Rp. 2,035,000.00Wastafel Keramik Bh Rp. 405,000.00Roof drain Bh Rp. 75,000.00Floor drain Stainlees Bh Rp. 50,000.00Seal tape Bh Rp. 3,500.00Kran air Biasa 1/2" - 3/4" Bh Rp. 53,500.00Kran air ganda 1/2" - 3/4" Bh Rp. 250,000.00Kran Shower Bh Rp. 150,000.00Shower Tray + Acc Set Rp. 265,000.00Stop kran Bh Rp. 78,500.00Washbasin stainless stel Bh Rp. 455,000.00Waterdrain + Accesoriss Bh Rp. 50,000.00Reservoir stainless steel Kap. 1 M3 Bh Rp. 4,350,000.00Tempat Sabun Dinding Bh Rp. 90,000.00Saringan got Bh Rp. 50,000.00

BAHAN PIPAPipa PVC AW 1/2'' M' Rp. 6,000.00Pipa PVC AW 1'' M' Rp. 6,250.00Pipa PVC AW 1 1/2'' M' Rp. 13,583.33Pipa PVC AW 3/4'' M' Rp. 4,833.33Pipa PVC AW 2'' M' Rp. 7,833.33Pipa PVC AW 3'' M' Rp. 12,266.67Pipa PVC AW 4'' M' Rp. 18,966.67Pipa PVC AW 8'' M' Rp. 64,750.00Pipa PVC 6'' (D) M' Rp. 65,275.00Pipa PVC 4'' (D) M' Rp. 30,125.00Pipa PVC 3'' (D) M' Rp. 20,125.00Pipa PVC 2,5'' M' Rp. 15,050.00Pipa PVC 2'' (D) M' Rp. 11,200.00Pipa PVC Air Panas 1/2'' M' Rp. 41,250.00Pipa GIP Medium Class Dia. 2" M' Rp. 62,500.00Pipa GIP Medium Class Dia. 1 1/2" M' Rp. 49,083.33Pipa GIP Medium Class Dia. 1" M' Rp. 32,366.67Pipa GIP Medium Class Dia. 3/4" M' Rp. 25,666.67Pipa GIP Medium Class Dia. 1/2" M' Rp. 19,666.67Lem pipa Klg Rp. 50,000.00

BAHAN LISTRIKLampu Pijar 40 Watt Bh Rp. 5,500.00Lampu Pijar 25 Watt Bh Rp. 5,000.00Lampu Downlight DL PLC 9 Watt Bh Rp. 274,000.00Lampu RMI 2 x 40 Watt, Tutup Metal Louvre Lengkap Set Rp. 739,600.00Lampu TL 2 x 36 Watt Set Rp. 219,500.00Lampu TL 2 x 18 Watt Set Rp. 167,500.00Lampu TL 1 x 18 Watt Set Rp. 93,500.00Lampu SL-E 15 Watt Bh Rp. 40,000.00Lampu SL-E 18 Watt Set Rp. 42,000.00Lampu SL-E 23 Watt Bh Rp. 45,000.00Lampu Hias Set Rp. 3,850,000.00Ceiling Fan For Lavatory/Wc Set Rp. 450,000.00Stop Kontak Kw. 1 16A Bh Rp. 17,000.00Stop Kontak AC Kw. 1 c/w Fuse Bh Rp. 75,000.00

Saklar Tunggal Kw. 1 Bh Rp. 10,800.00Saklar Ganda Kw. 1 Bh Rp. 16,100.00Outlet Telepon Bh Rp. 75,000.00Klem Kabel No. 10 Bh Rp. 750.00Pipa Instalasi Listrik Bh Rp. 6,700.00Pipa Conduit PVC 20 mm M' Rp. 13,750.00Inbow Dos Bh Rp. 5,000.00Las Dop Bh Rp. 750.00Isolasi Bh Rp. 12,500.00T - Dos 5/8" Bh Rp. 750.00Fitting Bh Rp. 7,700.00Fitting ( elbow ,male bush, Joint coupling) Bh Rp. 3,000.00Saddle Bh Rp. 500.00Fresher dan Scrup Bh Rp. 2,000.00Junction box Bh Rp. 5,000.00Kabel NYM (2x2,5) mm M' Rp. 10,069.00Kabel NYM (3x2,5) mm M' Rp. 13,090.00Kabel NYM (4x4) mm M' Rp. 29,905.70Kabel NYY (4x6) mm M' Rp. 42,291.00Kabel NYY (4x10) mm M' Rp. 67,465.00Kabel ITC 2 x 2 x 0,6 mm M' Rp. 5,000.00MCB 6A Ex. Supran Bh Rp. 26,800.00MCB 32A Ex. Supran Bh Rp. 26,800.00Fuse Box Bh Rp. 150,000.00Kabel NYFGby 4 x 16 mm2 M' Rp. 50,000.00Alat bantu Ls Rp. 5,000.00

BAHAN LAIN - LAINSpacer/formite/penjaga jarak bekisting Bh Rp. 7,500.00Sealent Tube Rp. 90,000.00Sektrup Fixer Bh Rp. 1,850.00

Unit Rp. 1,900,000.00Karpet KW 1 M2 Rp. 350,000.00Underlayer/rubber corrugate M2 Rp. 75,000.00Lem Karpet Kg Rp. 25,000.00AC Split 1 PK Unit Rp. 5,600,000.00AC Split 1 1/2 PK Unit Rp. 7,200,000.00Kabel Tray, 300 mm M' Rp. 275,000.00Kabel Duct, 20 mm M' Rp. 150,000.00Kabel Duct, 10 mm M' Rp. 125,000.00Solar Ltr Rp. 4,500.00Minyak Pelumas Ltr Rp. 28,000.00Sewa Alat Jam Rp. 150,000.00

II. HARGA UPAH KERJA

Tukang kayu Oh Rp. 76,000.00Tukang las Oh Rp. 80,000.00Tukang Pipa Oh Rp. 80,000.00Tukang gali Oh Rp. 75,000.00Tukang batu Oh Rp. 75,000.00Tukang besi Oh Rp. 80,000.00Tukang cat Oh Rp. 75,000.00Tukang listrik Oh Rp. 90,000.00Kepala Tukang Kayu Oh Rp. 100,000.00Kepala Tukang Batu Oh Rp. 100,000.00Kepala Tukang Cat Oh Rp. 100,000.00Kepala Tukang Listrik Oh Rp. 100,000.00Kepala Tukang Pipa Oh Rp. 100,000.00Kepala Tukang Besi Oh Rp. 100,000.00Mandor Oh Rp. 100,000.00Pekerja Oh Rp. 50,000.00

Pompa Air Booster (Lengkap Preasure Tank Dan Pengabelan)

Bone, 2012

Dihitung oleh,KONSULTAN PERENCANA

#REF!

#REF!#REF!

RAB Rumah

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Transcript of RAB Rumah