Analisa Harga Satuan Pekerjaan Pekerjaan : Lokasi : Tahun :

Harga Satuan (Rp) No

Jenis Pekerjaan

Sat

Indeks Bahan

I

PEKERJAAN PERSIAPAN

6.8 SNI 03-2835-2002

A. Pembersihan Lahan (m ²) Tenaga Pekerja Mandor

6.1 SNI 03-2835-2002

6.4 SNI 03-2835-2002

Sub Total B. Pemasangan Pagar Sementara dari Kayu tinggi 2 m (m ¹) Bahan Dolken Kayu Ø 8-10/400 cm Semen Portland Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2"-5" Residu Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor Sub Total C. Memasang Bouwplank (m ¹) Bahan Kayu 5/7 Paku Biasa 2"-5" Kayu Papan Bengkirai 3/20 Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor

Oh Oh

0.100 0.050

Btg Kg M³ M³ M³ Kg Lt

1.250 2.500 0.005 0.009 0.072 0.060 0.400

Oh Oh Oh Oh

0.200 0.400 0.020 0.020

M³ Kg M³

0.012 0.020 0.007

Oh Oh Oh Oh

0.100 0.100 0.010 0.005

Upah

36,000.00 40,000.00

25,000.00 1,050.00 125,000.00 135,000.00 1,700,000.00 10,000.00 11,000.00

Total Harga Satuan (Rp)

3,600.00 2,000.00 5,600.00

31,250.00 2,625.00 625.00 1,215.00 122,400.00 600.00 4,400.00 47,500.00 36,000.00 45,000.00 40,000.00

1,700,000.00 10,000.00 3,541,666.00

9,500.00 14,400.00 900.00 800.00 188,715.00

20,400.00 200.00 24,791.66 47,500.00 36,000.00 45,000.00 40,000.00

4,750.00 3,600.00 450.00 200.00

ALS

6.5 SNI 03-2835-2002

II 6.1 SNI 03-2835-2002

Sub Total D. Memasang Papan Nama Proyek 80x120 cm (Bh) Bahan Kayu Meranti Paku Biasa 2"-5" Seng Lembaran 90 cm Cat kayu Semen Portland Pasir Beton Koral Beton Tenaga Tukang Kayu Tukang Batu Tukang Cat Pekerja Mandor Sub Total E. Membuat direksi keet & Gudang Sementara (m ²) Bahan Dolken Kayu Ø 8-10/400 cm Kayu 5/7 Paku Biasa 2"-5" Besi Strip Semen Portland Pasir Pasang Pasir Beton Koral Beton Bata Merah Seng Plat Jendela Nako Kaca Polos 3 mm Kunci Tanam Plywood 4 mm Tenaga Tukang Kayu Tukang Batu Pekerja Kepala Tukang Mandor Sub Total

PEKERJAAN TANAH A. Galian Tanah Biasa sedalam 1 m (m ³) Tenaga

54,391.66

Btg Kg M¹ Kg Kg M³ M³

0.035 0.600 1.400 1.500 16.800 0.027 0.041

Oh Oh Oh Oh Oh

1.000 0.018 1.000 2.100 1.005

Btg M³ Kg Kg Kg M³ M³ M³ Bh Lbr Bh M² Bh Lbr

1.250 0.180 0.850 1.100 35.000 0.150 0.100 0.150 30.000 0.250 2.0000 0.080 0.150 0.060

Oh Oh Oh Oh Oh

2.000 1.000 2.000 0.800 0.050

1,687,000.00 10,000.00 27,000.00 38,000.00 1,050.00 125,000.00 135,000.00

59,045.00 6,000.00 37,800.00 57,000.00 17,640.00 3,375.00 5,535.00 47,500.00 42,500.00 42,500.00 36,000.00 40,000.00

25,000.00 1,700,000.00 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00 135,000.00 500.00 27,000.00 12,500.00 50,000.00 25,000.00 50,000.00

47,500.00 765.00 42,500.00 75,600.00 40,200.00 392,960.00

31,250.00 306,000.00 8,500.00 12,100.00 36,750.00 18,750.00 12,500.00 20,250.00 15,000.00 6,750.00 25,000.00 4,000.00 3,750.00 3,000.00 47,500.00 42,500.00 36,000.00 45,000.00 40,000.00

95,000.00 42,500.00 72,000.00 36,000.00 2,000.00 751,100.00

Pekerja Mandor

Oh Oh

0.400 0.040

36,000.00 40,000.00

14,400.00 1,600.00 16,000.00

Oh Oh

0.192 0.019

36,000.00 40,000.00

6,912.00 760.00 7,672.00

M³

1.200

Oh Oh

0.300 0.010

M³ Kg M³

1.100 136.000 0.544

Oh Oh Oh Oh

1.500 0.600 0.060 0.075

Bh Kg M³

70.000 11.500 0.043

Oh Oh Oh Oh

0.320 0.100 0.010 0.015

Sub Total 6.9 SNI 03-2835-2002

6.11 SNI 03-2835-2002

III 6.6 SNI 03-2835-2002

IV 6.11 SNI 03-2835-2002

6.15

B. Urugan Kembali (m ³) Tenaga Pekerja Mandor Sub Total C. Urugan Pasir Bawah Pondasi (m ³) Bahan Pasir Urug Tenaga Pekerja Mandor Sub Total

100,000.00

120,000.00 36,000.00 40,000.00

10,800.00 400.00 131,200.00

PEKERJAAN PONDASI D. Pasangan Pondasi Batu Kali 1 Pc: 5 Ps (m ³) Bahan Batu Belah 15/20 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total

85,000.00 1,050.00 125,000.00

93,500.00 142,800.00 68,000.00 36,000.00 42,500.00 45,000.00 40,000.00

54,000.00 25,500.00 2,700.00 3,000.00 389,500.00

PEKERJAAN DINDING A. Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) (m ²) Bahan Bata Merah 5 X 11 X 22 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total B. Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps (m ²)

500.00 1,050.00 125,000.00

35,000.00 12,075.00 5,375.00 36,000.00 42,500.00 45,000.00 40,000.00

11,520.00 4,250.00 450.00 600.00 69,270.00

SNI 03-2835-2002

Bahan Bata Merah 5 X 11 X 22 cm Semen Portland Pasir Pasang Kapur Padam Tenaga Pekerja Tukang Batu Kepala Tukang Mandor

Bh Kg M³ M³

70.000 4.500 0.050 0.015

Oh Oh Oh Oh

0.320 0.100 0.010 0.015

Kg M³

10.800 0.026

Oh Oh Oh Oh

0.250 0.200 0.020 0.013

Kg M³ M³

1.840 0.006 0.014

Oh Oh Oh Oh

0.200 0.150 0.015 0.010

M³

1.100

Oh Oh

6.000 20.000

500.00 1,050.00 125,000.00 45,000.00

35,000.00 4,725.00 6,250.00 675.00 36,000.00 42,500.00 45,000.00 40,000.00

Sub Total

V 6.14 SNI 03-2835-2002

6.9 SNI 03-2835-2002

VI 6.1 SNI 03-2835-2002

11,520.00 4,250.00 450.00 600.00 63,470.00

PEKERJAAN PLESTERAN DINDING A. Plesteran Dinding 1Pc:3Ps (m ²) tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total B. Plesteran Dinding 1Pc:3Kp:10Ps (m ²) tebal 15 mm Bahan Semen Portland Kapur Padam Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total

1,050.00 125,000.00

11,340.00 3,250.00 36,000.00 42,500.00 45,000.00 40,000.00

1,050.00 45,000.00 125,000.00

9,000.00 8,500.00 900.00 500.00 33,490.00

1,932.00 270.00 1,750.00 36,000.00 42,500.00 45,000.00 40,000.00

7,200.00 6,375.00 675.00 400.00 18,602.00

PEKERJAAN KAYU A. Pasang Kusen Pintu dan Jendela Kayu Jati (m ³) Bahan Kayu jati, balok Tenaga Pekerja Tukang Kayu

15,000,000.00

16,500,000.00 36,000.00 47,500.00

216,000.00 950,000.00

Kepala Tukang Mandor 6.7 SNI 03-2835-2002

ALS

6.35 SNI 03-2835-2002

6.53 SNI 03-2835-2002

6.40

Sub Total B. Pasang Pintu Panel Kayu Jati (m ²) Bahan Kayu Jati, papan Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total C. Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai (m ³) Bahan Kayu Bengkirai, balok Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total D. Pasang Kaso+Reng Genteng Beton Kayu Borneo (m ²) Bahan Kayu Borneo, balok Paku Biasa 2"-5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total E. Pasang Listplank, Reuter 2X (2X20) cm, kayu borneo (m ³) Bahan Kayu Borneo,Papan Paku Biasa 2"-5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total F. Pasang Rangka Langit-langit 1X1 m Kayu Borneo (m ²)

Oh Oh

2.000 0.300

M³

0.040

Oh Oh Oh Oh

1.000 2.500 0.250 0.050

M³

1.100

Oh Oh Oh Oh

2.000 8.000 1.200 0.200

M³ Kg

0.014 0.150

Oh Oh Oh Oh

0.100 0.100 0.010 0.005

M³ Kg

0.009 0.060

Oh Oh Oh Oh

0.100 0.100 0.010 0.050

45,000.00 40,000.00

18,000,000.00

90,000.00 12,000.00 17,768,000.00

720,000.00 36,000.00 47,500.00 45,000.00 40,000.00

8,500,000.00

36,000.00 118,750.00 11,250.00 2,000.00 888,000.00

9,350,000.00 36,000.00 47,500.00 45,000.00 40,000.00

8,500,000.00 10,000.00

72,000.00 380,000.00 54,000.00 8,000.00 9,864,000.00

119,000.00 1,500.00 36,000.00 47,500.00 45,000.00 40,000.00

10,000,000.00 10,000.00

3,600.00 4,750.00 450.00 200.00 129,500.00

88,000.00 600.00 36,000.00 47,500.00 45,000.00 40,000.00

3,600.00 4,750.00 450.00 2,000.00 99,400.00

SNI 03-2835-2002

Bahan Kayu borneo, balok Paku biasa 2"-5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

M³ Kg

0.012 0.100

Oh Oh Oh Oh

0.150 0.250 0.025 0.075

M³ Kg Lt Kg Kg Kg M³ M³

0.270 2.000 0.600 200.000 3.000 323.000 0.520 0.780

Oh Oh Oh Oh Oh Oh

4.850 0.350 1.560 1.400 0.331 0.170

M³ Kg Lt Kg Kg Kg M³ M³ M³ Lbr Btg

0.400 4.000 2.000 300.000 4.500 323.000 0.520 0.780 0.150 3.500 20.000

8,500,000.00 10,000.00

102,000.00 1,000.00 36,000.00 47,500.00 45,000.00 40,000.00

Sub Total

VII 6.39 SNI 03-2835-2002

6.40 SNI 03-2835-2002

5,400.00 11,875.00 1,125.00 3,000.00 124,400.00

PEKERJAAN BETON A. Membuat sloof Beton Bertulang (200Kg besi+bekisting) (m ³) Bahan Kayu Terentang Paku Biasa 2"-5" Minyak Bekisting Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Sub Total B. Membuat Kolom Beton Bertulang (300Kg besi+bekisting) (m ³) Bahan Kayu Terentang Paku Biasa 2"-5" Minyak Bekisting Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Borneo Balok Plywood 9 mm Dolken Kayu Ø 8-10/400 cm

2,000,000.00 10,000.00 10,000.00 12,000.00 13,000.00 1,050.00 125,000.00 135,000.00

540,000.00 20,000.00 6,000.00 2,400,000.00 39,000.00 339,150.00 65,000.00 105,300.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00

2,000,000.00 10,000.00 10,000.00 12,000.00 13,000.00 1,050.00 125,000.00 135,000.00 8,500,000.00 95,000.00 25,000.00

174,600.00 14,875.00 74,100.00 63,000.00 14,895.00 6,800.00 3,862,720.00

800,000.00 40,000.00 20,000.00 3,600,000.00 58,500.00 339,150.00 65,000.00 105,300.00 1,275,000.00 332,500.00 500,000.00

Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor 6.46 SNI 03-2835-2002

6.46 SNI 03-2835-2002

Sub Total C. Membuat Ring Balok Beton Bertulang (10X15cm) (m ³) Bahan Kayu Albasiah Paku Biasa 2"-5" Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Sub Total D. Membuat Kuda-Kuda Beton Bertulang (10X15cm) (m ³) Bahan Kayu Albasiah Paku Biasa 2"-5" Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Sub Total

Oh Oh Oh Oh Oh Oh

7.300 0.350 3.300 2.100 0.570 0.250

M³ Kg Kg Kg Kg M³ M³

0.003 0.020 3.600 0.050 5.500 0.009 0.015

Oh Oh Oh Oh Oh Oh

0.100 0.033 0.033 0.033 0.010 0.005

M³ Kg Lt Kg Kg Kg M³

0.003 0.020 3.600 0.050 5.500 0.009 0.015

Oh Oh Oh Oh Oh Oh

0.100 0.033 0.033 0.033 0.010 0.005

36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00

3,000,000.00 10,000.00 13,000.00 13,000.00 1,050.00 125,000.00 135,000.00

262,800.00 14,875.00 156,750.00 94,500.00 25,650.00 10,000.00 7,700,025.00

9,000.00 200.00 46,800.00 650.00 5,775.00 1,125.00 2,025.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00

3,000,000.00 10,000.00 13,000.00 13,000.00 1,050.00 125,000.00 135,000.00

3,600.00 1,402.50 1,567.50 1,485.00 450.00 200.00 74,280.00

9,000.00 200.00 46,800.00 650.00 5,775.00 1,125.00 2,025.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00

3,600.00 1,402.50 1,567.50 1,485.00 450.00 200.00 74,280.00

6.5 SNI 03-2835-2002

6.25 SNI 03-2835-2002

6.32 SNI 03-2835-2002

VIII 6.4 SNI 03-2835-2002

E. Membuat Plat Beton 1Pc:2Ps:3Kr (m ³) Bahan Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total F. Pembesian Besi Polos dan Ulir plat beton(Kg) Bahan Besi Beton (Polos/Ulir) Kawat Beton Tenaga Pekerja Tukang Besi Kepala Tukang Mandor Sub Total G. Pasang Bekisting untuk Plat Beton (m ²) Bahan Kayu Terentang Paku Biasa 2"-5" Minyak Bekisting Balok Kayu borneo Plywood tebal 9 mm Dolken Kayu galam Ø 8-10/4 m Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Sub Total

Kg M³ M³

232.000 0.520 0.780

Oh Oh Oh Oh

1.650 0.250 0.025 0.080

Kg Kg

1.050 0.015

Oh Oh Oh Oh

0.007 0.007 0.001 0.000

M³ Kg Lt M³ Lbr Btg

0.040 0.400 0.200 0.015 0.350 6.000

Oh Oh Oh Oh

0.320 0.330 0.033 0.006

Bh Kg

5.000 8.000 0.032

1,050.00 125,000.00 135,000.00

243,600.00 65,000.00 105,300.00 36,000.00 42,500.00 45,000.00 40,000.00

12,000.00 13,000.00

59,400.00 10,625.00 1,125.00 3,200.00 488,250.00

12,600.00 195.00 36,000.00 45,000.00 45,000.00 40,000.00

2,000,000.00 10,000.00 10,000.00 8,500,000.00 95,000.00 25,000.00

252.00 315.00 31.50 12.00 13,405.50

80,000.00 4,000.00 2,000.00 127,500.00 33,250.00 150,000.00 36,000.00 47,500.00 45,000.00 40,000.00

11,520.00 15,675.00 1,485.00 240.00 425,670.00

PEKERJAAN PENUTUP ATAP A. Pasang Genteng Bubung Palentong (m ¹) Bahan Genteng Bubung Palentong Semen Portland Pasir Pasang

M3

7,500.00 1,050.00 125,000.00

37,500.00 8,400.00 4,000.00

Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 6.30 SNI 03-2835-2002

IX 6.19 SNI 03-2835-2002

6.1 SNI 03-2835-2002

X Pek Tanah 6.11 SNI 03-2835-2002

Sub Total B. Pasang Atap Genteng Beton (m ²) Bahan Genteng Beton Paku Biasa 2" - 5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total

Oh Oh Oh Oh

0.400 0.200 0.020 0.002

Bh Kg

11.000 0.030

Oh Oh Oh Oh

0.200 0.100 0.010 0.010

M¹ Kg

1.100 0.010

Oh Oh Oh Oh

0.050 0.050 0.005 0.003

M² Kg

1.100 0.010

Oh Oh Oh Oh

0.030 0.070 0.007 0.002

36,000.00 47,500.00 45,000.00 40,000.00

5,500.00 10,000.00

14,400.00 9,500.00 900.00 80.00 74,780.00

60,500.00 300.00 36,000.00 47,500.00 45,000.00 40,000.00

7,200.00 4,750.00 450.00 400.00 73,600.00

PEKERJAAN PLAFON A. Pasang List Langit-langit Kayu Profil (m ¹) Bahan Kayu Profil Paku plafon Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total B. Langit-langit Asbes (m ²) Bahan Pelat Asbes tebal 6mm Paku plafon Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total

PEKERJAAN PENUTUP LANTAI DAN DINDING A. Pekerjaan Urug Pasir Bawah Lantai (m ³) Bahan

3,333.33 10,000.00

3,666.67

36,000.00 47,500.00 45,000.00 40,000.00

32,000.00 10,000.00

1,800.00 2,375.00 225.00 120.00 8,186.67

35,200.00

36,000.00 47,500.00 45,000.00 40,000.00

1,080.00 3,325.00 315.00 60.00 39,980.00

Pasir Urug Tenaga Pekerja Tukang Gali Kepala Tukang Mandor 6.47 SNI 03-2835-2002

6.42 SNI 03-2835-2002

6.3 SNI 03-2835-2002

Sub Total B. Pasang Lantai Keramik 33X33 cm (m ²) Bahan Ubin Keramik 33X33 cm Semen Portland Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total C. Pasang Lantai Keramik 10X20 cm (m ²) Bahan Ubin Keramik Artistik 10X20 cm Semen Portland Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total D. Pasang Lantai Ubin Pc Abu-Abu 20X20 cm (m ²) Bahan Ubin Abu-Abu 20X20 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total

M³

1.200

Oh Oh Oh Oh

0.300 0.000 0.000 0.010

Bh Kg M³ Kg

10.000 11.380 0.042 1.500

Oh Oh Oh Oh

0.620 0.350 0.035 0.030

Bh Kg M³ Kg

50.000 11.380 0.042 1.500

Oh Oh Oh Oh

0.620 0.350 0.035 0.030

Bh Kg M³

26.500 10.400 0.014

Oh Oh Oh Oh

0.270 0.130 0.013 0.014

100,000.00

120,000.00 36,000.00 42,500.00 45,000.00 40,000.00

4,000.00 1,050.00 125,000.00 13,000.00

10,800.00 400.00 131,200.00

40,000.00 11,949.00 5,250.00 19,500.00 36,000.00 42,500.00 45,000.00 40,000.00

4,444.44 1,050.00 125,000.00 13,000.00

22,320.00 14,875.00 1,575.00 1,200.00 116,669.00

222,222.22 11,949.00 5,250.00 19,500.00 36,000.00 42,500.00 45,000.00 40,000.00

3,888.89 1,050.00 125,000.00

22,320.00 14,875.00 1,575.00 1,200.00 298,891.22

103,055.56 10,920.00 1,687.50 36,000.00 42,500.00 45,000.00 40,000.00

9,720.00 5,525.00 585.00 540.00 132,033.06

6.17 SNI 03-2835-2002

XI 6.2 SNI 03-2835-2002

6.5 SNI 03-2835-2002

6.6 SNI 03-2835-2002

6.12 SNI 03-2835-2002

E. Pasang plint ubin pc abu-abu ukuran 10x30 cm (m ²) Bahan Plint Ubin 10x30 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total

Bh Kg M³

3.530 1.560 0.003

Oh Oh Oh Oh

0.060 0.030 0.003 0.003

Bh

1.000

Oh Oh Oh Oh

0.010 0.500 0.010 0.005

Bh

1.000

Oh Oh Oh Oh

0.005 0.500 0.005 0.000

Bh

1.000

Oh Oh Oh Oh

0.010 0.100 0.010 0.001

2,700.00 1,050.00 125,000.00

9,531.00 1,638.00 375.00 36,000.00 42,500.00 45,000.00 40,000.00

2,160.00 1,275.00 135.00 120.00 15,234.00

PEKERJAAN KUNCI DAN KACA A. Pasang Kunci Tanam Biasa (Bh) Bahan Kunci Tanam Biasa Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total B. Pasang Engsel pintu (Bh) Bahan Engsel Pintu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total C. Pasang Engsel Jendela Kupu-kupu (Bh) Bahan Engsel Jendela Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total D. Pasang Pegangan Pintu/Door holder (Bh) Bahan

25,000.00

25,000.00 36,000.00 47,500.00 45,000.00 40,000.00

8,000.00

360.00 23,750.00 450.00 200.00 49,760.00

8,000.00 36,000.00 47,500.00 45,000.00 40,000.00

7,000.00

180.00 23,750.00 225.00 10.00 32,165.00

7,000.00 36,000.00 47,500.00 45,000.00 40,000.00

360.00 4,750.00 450.00 20.00 12,580.00

Door holder Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 6.16 SNI 03-2835-2002

6.23 SNI 03-2835-2002

Sub Total E. Pasang Kaca tebal 3 mm (m ²) Bahan Kaca tebal 3 mm Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total F. Pasang Kaca wireglass tebal 5 mm (m ²) Bahan Kaca Wireglass 5 mm Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total

XII

PEKERJAAN PENGECATAN

ALS

A. Pengecatan Kayu (m ²) Bahan Cat Meni Kertas Gosok Plamir Cat dasar Cat penutup 2 kali Minyak Cat Kuas 3" Tenaga Pekerja Tukang Cat Kepala Tukang Mandor Sub Total

Bh

1.000

Oh Oh Oh Oh

0.050 0.500 0.050 0.003

M²

1.100

Oh Oh Oh Oh

0.015 0.150 0.015 0.001

M²

1.100

Oh Oh Oh Oh

0.015 0.150 0.015 0.001

Kg Lbr Kg Kg Kg Ltr Bh

0.200 0.400 0.150 0.170 0.260 0.150 0.050

Oh Oh Oh Oh

0.070 0.009 0.006 0.003

5,000.00

5,000.00 36,000.00 47,500.00 45,000.00 40,000.00

50,000.00

1,800.00 23,750.00 2,250.00 100.00 32,900.00

55,000.00 36,000.00 47,500.00 45,000.00 40,000.00

90,000.00

55,000.00

99,000.00 36,000.00 47,500.00 45,000.00 40,000.00

18,000.00 3,000.00 18,000.00 20,000.00 38,000.00 12,000.00 10,000.00

540.00 7,125.00 675.00 30.00 107,370.00

3,600.00 1,200.00 2,700.00 3,400.00 9,880.00 1,800.00 500.00 36,000.00 42,500.00 45,000.00 40,000.00

2,520.00 382.50 270.00 100.00 26,352.50

ALS

B. Pengecatan Tembok Baru (m ²) Bahan Plamir Kertas gosok Cat Dasar Cat Penutup 2x Tenaga Pekerja Tukang Cat Kepala Tukang Mandor Sub Total

XIII

PEKERJAAN INSTALASI LISTRIK

ALS

A. Penyambungan Listrik PLN 2400 watt (LS) Penyambungan PLN B. Pemasangan Lampu SL 25 Watt (Bh) Lampu SL 25 Watt C. Pemasangan Sekering Group (Bh) Sekering Group D. Pemasangan Stop Kontak (Bh) Stop kontak E. Pemasangan Sakelar Tunggal (Bh) Sakelar Tunggal F. Pemasangan Sakelar Ganda (Bh) Sakelar Ganda

ALS ALS ALS ALS ALS

XIV 6.2 SNI 03-2835-2002

6.8 SNI 03-2835-2002

Kg LBR Kg Kg

0.100 1.000 0.100 0.260

Oh Oh Oh Oh

0.020 0.063 0.006 0.003

LS

1.000

2,000,000.00

2,000,000.00

Bh

1.000

30,000.00

30,000.00

Bh

1.000

17,500.00

17,500.00

Bh

1.000

12,500.00

12,500.00

Bh

1.000

17,500.00

17,500.00

Bh

1.000

12,500.00

12,500.00

90,000.00 1,050.00 125,000.00

90,000.00 6,300.00 1,250.00

12,000.00 3,000.00 35,000.00 60,000.00

1,200.00 3,000.00 3,500.00 15,600.00 36,000.00 42,500.00 45,000.00 40,000.00

720.00 2,677.50 270.00 100.00 27,067.50

PEKERJAAN SANITASI A. Memasang Kloset Jongkok Porselen (Bh) Bahan Kloset Jongkok Porselen Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total B. Memasang Bak Mandi Bata Bata, Vol 0.3 M ³ (Bh) Bahan Batu Bata

Bh Kg M3 Oh Oh Oh Oh

Bh

1.000 6.000 0.010 1.000 1.500 1.500 0.160

250.000

36,000.00 42,500.00 45,000.00 40,000.00

500.00

36,000.00 63,750.00 67,500.00 6,400.00 271,200.00

125,000.00

Semen Portland Pasir Pasang Porselen (11x11) Cm Semen Nat Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 6.35 SNI 03-2835-2002

6.27 SNI 03-2835-2002

6.32 SNI 03-2835-2002

6.17 SNI 03-2835-2002

Sub Total C. Memasang Kran Air Ø ½" atau ¾" (Bh) Bahan Kran Air Sealm Tape Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total D. Memasang pipa PVC tipe AW Ø 1" (m ¹) Bahan Pipa PVC Perlengkapan 35 % harga pipa Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total E. Memasang pipa PVC tipe AW Ø 4" (m ¹) Bahan Pipa PVC Perlengkapan 35 % harga pipa Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total F. Memasang Bak kontrol Pas Batu Bata 45X45 cm (Bh) Bahan

Kg M3 Bh Kg Oh Oh Oh Oh

bh Bh Oh Oh Oh Oh

m¹

Oh Oh Oh Oh

m¹

Oh Oh Oh Oh

120.000 0.300 360.000 6.000

1,050.00 125,000.00 2,500.00 13,000.00

6.000 3.000 0.300 0.300

1.000 0.500

36,000.00 42,500.00 45,000.00 40,000.00

15,000.00 1,000.00

0.010 0.100 0.010 0.005

1.200 0.350

0.081 0.135 0.014 0.004

216,000.00 127,500.00 13,500.00 12,000.00 1,635,500.00

15,000.00 500.00 36,000.00 42,500.00 45,000.00 40,000.00

6,250.00 7,500.00

0.081 0.135 0.014 0.004

1.200 0.350

126,000.00 37,500.00 900,000.00 78,000.00

360.00 4,250.00 450.00 200.00 20,760.00

7,500.00 2,625.00 36,000.00 42,500.00 45,000.00 40,000.00

21,250.00 25,500.00

2,916.00 5,737.50 607.50 164.00 19,550.00

25,500.00 8,925.00 36,000.00 42,500.00 45,000.00 40,000.00

2,916.00 5,737.50 607.50 164.00 43,850.00

M3 Kg

Batu Bata Semen Portland Pasir Pasang Batu Kerikil Besi Beton Pasir Beton Tenaga Pekerja Tukang Batu Kepala Tukang Mandor

M3 M3 Kg M3 Oh Oh Oh Oh Sub Total

0.250 77.000 0.130 0.020 2.600 0.090 1.420 0.473 0.047 0.071

500.00 1,050.00 125,000.00 125,000.00 10,000.00 125,000.00

125.00 80,850.00 16,250.00 2,500.00 26,000.00 11,250.00 36,000.00 42,500.00 45,000.00 40,000.00

51,120.00 20,102.50 2,115.00 2,840.00 213,152.50

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