Al.xlsx

Nama NPM Kelas

Muhamad Fajar Abrori 21401051013 Sipil A

REKAPITULASI RENCANA ANGGARAN BIAYA PEMBANGUNAN GEDUNG SMA 0 TAHUN ANGGARAN 2017 NO

URAIAN PEKERJAAN

TOTAL HARGA

1 PEKERJAAN DASAR

Rp

295,324,409.58

2 PEKERJAAN BETON

Rp

677,923,459.21

3 Kusen Alumunium

Rp

281,516,230.28

4 Kran dinding 1/2"

Rp

111,301,006.17

5 Err:509

Rp

421,825,609

6 Err:509

Rp

172,520,409.60

7 Err:509

Rp

175,105,667.98

9 Err:509

Rp

279,568,972.80

10 Err:509

Rp

27,404,425.60

11 Err:509

Rp

41,551,692.31

13 Err:509

Rp

33,672,712.50

Jumlah Harga Konstruksi

Rp

2,517,714,594.84

PPN 10%

Rp

251,771,459.48

Total Biaya Kontruksi

Rp

2,769,486,054.32

Total yang Dibulatkan Terbilang :

RENCANA ANGGARAN BIAYA PEMBANGUNAN GEDUNG SMA TAHUN ANGGARAN 2017 NO

URAIAN PEKERJAAN

VOLUME

SAT

HARGA SATUAN

JUMLAH HARGA

A PEKERJAAN DASAR I PEKERJAAN PERSIAPAN 1 Pembersihan lahan 2 Pengukuran/uitset & bouplank 3 Listrik kerja 4 Air Kerja 5 Direksikeet/tempat bahan 6 Pagar pangaman

440.00 124.00 1.00 1.00 25.00 132.00

m2 m1 ls ls m2 m1

Rp Rp Rp Rp Rp Rp

10,206 43,177 6,000,000 4,500,000 870,568 181,256

Rp Rp Rp Rp Rp Rp

4,490,640 5,353,934 6,000,000 4,500,000 21,764,206 23,925,852

II PEKERJAAN TANAH 1 Galian tanah pondasi plat 2 Galian tanah pondasi batu kali 3 Urungan tanah kembali 4 Urungan pasir 5 Urungan tanah peninggian lantai

26.64 255.19 92.53 19.63 220.00

m3 m3 m3 m3 m3

Rp Rp Rp Rp Rp

35,225 26,827 12,860 106,230 109,700

Rp Rp Rp Rp Rp

938,401 6,846,033 1,189,895 2,085,293 24,133,982

III PEKERJAAN PONDASI 1 Pondasi batu kali 2 Lantai kerja 3 Lapisan pasir bawah lantai

105.70 22.40 880.00

m3 m3 m2

Rp Rp Rp

563,372 Rp 1,833,279 Rp 106,230 Rp

59,548,418 41,065,460 93,482,294

4.34 1.89 11.33 1.26 0.81 46.08 3.51 52.80 0.41

m3 m3 m3 m3 m3 m3 m3 m3 m1

Rp Rp Rp Rp Rp Rp Rp Rp Rp

3,047,956 6,085,849 3,290,462 6,085,849 6,085,849 5,548,929 4,500,628 5,688,097 52,482

Rp Rp Rp Rp Rp Rp Rp Rp Rp

13,228,129 11,502,254 37,264,479 7,668,170 4,929,538 255,694,630 15,812,058 300,331,498 21,255

1.26 0.81 0.41 3.40

m3 m3 m1 m3

Rp Rp Rp Rp

6,085,849 6,085,849 52,482 5,548,929

Rp Rp Rp Rp

7,668,170 4,929,538 21,255 18,852,485

1.26 0.81

m3 m3

Rp Rp

6,085,849 Rp 6,085,849 Rp

7,668,170 4,929,538

B PEKERJAAN BETON I LANTAI I 1 Pelat Pondasi 100x100x25 beton K225 2 Kolom pondasi 30/30 beton K225 3 Sloof 25/30 Beton K-225 4 Kolom 30/30 beton K225 5 Kolom 15/30 beton K225 7 Balok Induk 40/80 beton K-225 8 Plat Tangga Beton K225 9 Plat Lantai Beton t=12 cm beton K225 10 Kolom Praktis 15x15 beton K175 II LANTAI II 1 Kolom 30/30 beton K225 2 Kolom 15/30 beton K225 3 Kolom Praktis 15x15 beton K175

III LANTAI III 1 Kolom 30/30 beton K225 2 Kolom 15/30 beton K225

3 Kolom Praktis 15x15 beton K175 4 Ring balok 15/15

0.41 3.40

m1 m3

Rp Rp

PEKERJAAN PASANGAN I LANTAI I 1 Pas. Dinding Bata Merah 1:4 2 Plesteran Dinding 3 Acian Dinding 4 Benangan Sudut 5 Benangan Kusen

547.20 1,094.40 1,094.40 288.00 180.52

m2 m2 m2 m1 m1

Rp Rp Rp Rp Rp

116,575 37,750 22,813 22,813 22,813

Rp Rp Rp Rp Rp

63,789,692 41,313,956 24,966,248 6,570,065 4,118,153

II LANTAI II 1 Pas. Dinding Bata Merah 1:4 2 Plesteran Dinding 3 Acian Dinding 4 Benangan Sudut 5 Benangan Kusen

547.20 1,094.40 1,094.40 288.00 180.52

m2 m2 m2 m2 m2

Rp Rp Rp Rp Rp

116,575 37,750 22,813 22,813 22,813

Rp Rp Rp Rp Rp

63,789,692 41,313,956 24,966,248 6,570,065 4,118,153

III LANTAI III 1 Pas. Dinding Bata Merah 1:4 2 Plasteran Dinding 3 Acian Dinding 4 Benangan Sudut 5 Benangan Kusen

547.20 1,094.40 1,094.40 288.00 180.52

m2 m2 m2 m2 m2

Rp Rp Rp Rp Rp

116,575 37,750 22,813 22,813 22,813

Rp Rp Rp Rp Rp

63,789,692 41,313,956 24,966,248 6,570,065 4,118,153

0.01 696.00 140.00 696.00 74.45

m3 m2 m1 m2 m'

Rp Rp Rp Rp Rp

27,172 40,320 198,080 73,350 59,842

Rp Rp Rp Rp Rp

261 28,062,720 27,731,218 51,051,600 4,455,207

I LANTAI I 1 Pasangan Tegel Granit 30x30 teras 2 Pas. Tegel Keramik Essenza 60 x 60 3 keramik tangga 4 Pas. Tegel Keramik 20/25 KM 5 Pas. Tegel Keramik 20/25 dinding KM 5 Tegel Plint 10 cm

112.00 436.00 37.05 12.00 39.00 308.00

m2 m2 m2 m2 m2 m1

Rp Rp Rp Rp Rp Rp

181,426 387,065 43,776 133,149 181,426 40,093

Rp Rp Rp Rp Rp Rp

20,319,663 168,760,122 1,621,911 1,597,792 7,075,597 12,348,675

II LANTAI II 1 Pasangan Tegel Granit 30x30 teras 2 Pas. Tegel Keramik Essenza 60 x 60 3 Pas. Tegel Keramik 20/25 KM 4 Pas. Tegel Keramik 20/25 dinding KM 5 Tegel Plint 10 cm

112.00 436.00 12.00 39.00 308.00

m2 m2 m2 m2 m1

Rp Rp Rp Rp Rp

181,426 387,065 133,149 181,426 40,093

Rp Rp Rp Rp Rp

20,319,663 168,760,122 1,597,792 7,075,597 12,348,675

560.00 560.00 308.00

m2 m2 m1

Rp Rp Rp

78,470 Rp 53,309 Rp 40,467 Rp

43,943,329 29,853,040 12,463,836

C

52,482 Rp 5,548,929 Rp

21,255 18,852,485

D PEKERJAAN ATAP 1 Rangka kuda kuda dan gording 2 usuk dan reng 3 pasangan lisplang 2/30 4 pasang genteng keramik 5 pasang bubungan

E

F

PEKERJAAN GRANIT DAN KERAMIK

PEKERJAAN PLAFOND I LANTAI I 1 Rangka Plafond Galvalum 2 Gypsum Board 3 List Gypsum

II LANTAI II 1 Rangka Plafond Galvalum 2 Gypsum Board 3 List Gypsum

560.00 560.00 308.00

m2 m2 m1

Rp Rp Rp

78,470 Rp 53,309 Rp 40,467 Rp

43,943,329 29,853,040 12,463,836

I LANTAI I 1 Kusen Alumunium 2 Daun Jendela Aluminium 3 Pintu R. Kelas 4 Kaca 5mm 5 Pintu KM Aluminium

220.12 72.00 6.00 31.68 4.00

m1 bh bh m2 bh

Rp Rp Rp Rp Rp

186,334 465,577 1,145,880 124,963 545,343

Rp Rp Rp Rp Rp

41,015,818 33,521,544 6,875,280 3,958,820 2,181,372

II LANTAI II 1 Kusen Alumunium 2 Daun Jendela Aluminium 3 Pintu R. Kelas 4 Kaca 5mm 5 Pintu KM Aluminium

220.12 72.00 6.00 31.68 4.00

m1 bh bh m2 bh

Rp Rp Rp Rp Rp

186,334 465,577 1,145,880 124,963 545,343

Rp Rp Rp Rp Rp

41,015,818 33,521,544 6,875,280 3,958,820 2,181,372

I LANTAI I 1 Pengecatan dinding dalam/ DULUX 2 Pengecatan dinding luar/ DULUX 3 Pengecatan plafond/ CATYLAC

1,040.00 480.00 560.00

m2 m2 m2

Rp Rp Rp

58,950 Rp 102,235 Rp 52,506 Rp

61,308,356 49,072,781 29,403,350

II LANTAI II 1 Pengecatan dinding dalam/ DULUX 2 Pengecatan dinding luar/ DULUX 3 Pengecatan plafond/ CATYLAC

1,040.00 480.00 560.00

m2 m2 m2

Rp Rp Rp

58,950 Rp 102,235 Rp 52,506 Rp

61,308,356 49,072,781 29,403,350

I LANTAI I 1 Instalasi Lampu 2 Instalasi Stop Kontak 3 Pemasangan Sklar Seri 4 Panel MDP 5 Panel SDP 6 Pemasangan Stop Kontak 7 Pemasangan Lampu TL 2 x 20 W (RMI) 8 Pemasangan Downlight, 20 W 9 Penyambungan Kabel Daya

32.00 12.00 26.00 1.00 1.00 12.00 24.00 8.00 1.00

ttk ttk ttk ttk ttk ttk ttk ttk ls

Rp Rp Rp Rp Rp Rp Rp Rp Rp

113,525 45,540 40,000 3,453,433 2,072,060 45,540 150,000 70,664 257,888

Rp Rp Rp Rp Rp Rp Rp Rp Rp

3,632,800 546,480 1,040,000 3,453,433 2,072,060 546,480 3,600,000 565,312 257,888

II LANTAI II 1 Instalasi Lampu 2 Instalasi Stop Kontak 3 Pemasangan Sklar Seri 4 Panel MDP 5 Panel SDP 6 Pemasangan Stop Kontak 7 Pemasangan Lampu TL 2 x 20 W (RMI) 8 Pemasangan Downlight, 20 W 9 Penyambungan Kabel Daya

32.00 12.00 26.00 1.00 1.00 12.00 24.00 8.00 1.00

ttk ttk ttk ttk ttk ttk ttk ttk ls

Rp Rp Rp Rp Rp Rp Rp Rp Rp

29,220 40,000 3,453,433 2,072,060 29,220 150,000 70,664 257,888

Rp Rp Rp Rp Rp Rp Rp Rp Rp

350,640 1,040,000 3,453,433 2,072,060 350,640 3,600,000 565,312 257,888

G PEKERJAAN KUSEN

H PEKERJAAN PENGECATAN

I

PEKERJAAN INSTALASI LISTRIK

J

PEKERJAAN SANITASI I LANTAI I 1 Pemasangan Closet Duduk TOTO 3 Pipa Air PVC 3" 4 Pipa Air PVC 4" 5 Pipa PVC Air Bersih 3/4" 6 Floordrain 7 Kran dinding 1/2" 8 Septictank 9 Sumur Resapan

4.00 7.00 12.00 64.80 4.00 4.00 2.00 2.00

bh m1 m1 m1 bh bh unit bh

Rp Rp Rp Rp Rp Rp Rp Rp

2,420,729 74,497 8,325 47,882 45,455 67,483 6,325,341 1,545,657

Rp Rp Rp Rp Rp Rp Rp Rp

9,682,916 521,478 99,896 3,102,607 181,820 269,930 12,650,681 3,091,314

II LANTAI II 1 Pemasangan Closet Duduk TOTO 2 Pipa Air PVC 3" tegak 3 Pipa Air PVC 4" Tegak 4 Pipa PVC Air Bersih 3/4" 5 Floordrain 6 Kran dinding 1/2"

4.00 16.00 16.00 68.80 4.00 4.00

bh m1 m1 m1 bh bh

Rp Rp Rp Rp Rp Rp

351,129 67,483 64,031 47,882 45,455 1,241,593

Rp Rp Rp Rp Rp Rp

1,404,514 1,079,720 1,024,488 3,294,135 181,820 4,966,372

69.00 1.00

m1 unit

Rp Rp

390,913 Rp 6,699,750 Rp

26,972,963 6,699,750

Rp

2,689,944,157

K PEKERJAAN LAIN LAIN 1 Handrail Stainles 2" 2 penangkal petir

Jumlah

DAFTAR ANALISA UPAH DAN BAHAN (PEKERJAAN BANGUNAN GEDUNG) DINAS PERMUKIMAN DAN PRASARANA WILAYAH TAHUN ANGGARAN 2016

PEKERJAAN PERSIAPAN 2 PAGAR SEMENTARA/ SENG GELOMBANG

1m'

181,256.45

Bahan

1.25 2.5 1.2 0.005 0.009 0.072 0.06 0.4

bt kg lbr m3 m3 m3 kg kg

Dolken Kayu d.8-10/400 Portland Cement ( PC ) Gresik Seng Gelombang 3"-5" Pasir Beton Batu Pecah mesin 2/3 Usuk 5/7 Paku 2-5" Meni besi

@ @

0.2 0.4 0.02 0.02

Hr Hr Hr Hr

Tukang Kayu Pekerja Kasar Kepala Tukang Mandor

@ @

@ @ @ @ @ @

22,032.00 936.36 57,834.00 106,029.00 227,205.00 68,850.00 30,569.40 61,965.00

27,540.00 2,340.90 69,400.80 530.15 2,044.85 4,957.20 1,834.16 24,786.00

102,060.00 58,320.00 116,640.00 87,480.00

20,412.00 23,328.00 2,332.80 1,749.60

133,434.05

Upah :

@ @

1m'

2 PENGUKURAN DAN PEMASANGAN BOWPLANK

47,822.40

43,176.89

Bahan

0.012 0.02 0.007

m3 kg m3

Usuk 5/7 Paku 2-5" Papan 3/20 meranti

@

0.1 0.1 0.01 0.005

Hr Hr Hr Hr

Tukang Kayu Pekerja Kasar Kepala Tukang Mandor

@

@ @

68,850.00 30,569.40 3,442,500.00

826.20 611.39 24,097.50

102,060.00 58,320.00 116,640.00 87,480.00

10,206.00 5,832.00 1,166.40 437.40

25,535.09

Upah :

3 PEMBUATAN KANTOR SEMENTARA/DIREKSI KEET/Lt. plesteran

@ @ @

1m2

17,641.80

870,568.24

Bahan

1.25 0.09 1.1 35 0.15 30 0.25 0.15 0.06 0.65

bt m3 kg kg m3 bh lbr bh lbr kg

Dolken Kayu d.8-10/400 Usuk 5/7 meranti Besi Strip PC Gresik Pasir Pasang Bata Merah Seng Plat Kunci Tanam Tripleks 4 mm Paku 2-5"

@

2 1 2 0.3 0.05

Hr Hr Hr Hr Hr

Tukang Kayu Tukang Batu Pekerja Kasar Kepala Tukang Mandor

@ @ @

@ @ @ @ @ @ @ @ @

22,032.00 3,029,400.00 8,500.00 936.36 82,895.40 103.28 57,834.00 185,895.00 48,470.40 30,569.40

27,540.00 272,646.00 9,350.00 32,772.60 12,434.31 3,098.25 14,458.50 27,884.25 2,908.22 19,870.11

422,962.24

102,060.00 87,480.00 58,320.00 116,640.00 87,480.00

204,120.00 87,480.00 116,640.00 34,992.00 4,374.00

447,606.00

Upah :

@ @

1m2

4 PEKERJAAN PEMBERSIHAN Bahan

10,206.00

Upah :

0.1 0.05

Hr Hr

Pekerja Kasar Mandor

@ @

58,320.00 87,480.00

5,832.00 4,374.00

10,206.00

PEKERJAAN TANAH 1 GALIAN TANAH BIASA SEDALAM 1 M Bahan

1m3

26,827.20

Upah :

0.4 0 0 0.04

Hr Hr Hr Hr

Pekerja Kasar Tukang gali Kepala Tukang Gali Mandor

@ @ @ @

58,320.00 72,900.00 102,060.00 87,480.00

23,328.00 3,499.20

1m3

1 GALIAN TANAH BIASA SEDALAM 2 M Bahan

26,827.20

35,225.28

Upah :

0.526 0 0 0.052

Hr Hr Hr Hr

Pekerja Kasar Tukang gali Kepala Tukang Gali Mandor

@ @ @ @

58,320.00 72,900.00 102,060.00 87,480.00

30,676.32 4,548.96

1m'

2 BOR STRUSS Bahan

35,225.28

83,222.64

Upah :

1.23 0 0.05 0.073

Hr Hr Hr Hr

3 URUGAN KEMBALI Bahan

Pekerja Kasar Tukang gali Kepala Tukang Gali Mandor

@ @ @ @

1m3

58,320.00 72,900.00 102,060.00 87,480.00

71,733.60 5,103.00 6,386.04

83,222.64

12,859.56 Lembar ke 7 dari 28 halaman

Upah :

0.192 0 0 0.019

Hr Hr Hr Hr

Pekerja Kasar Tukang gali Kepala Tukang Gali Mandor

@ @ @ @

58,320.00 72,900.00 102,060.00 87,480.00

11,197.44 1,662.12

1m3

4 URUGAN PASIR

12,859.56

106,229.88

Bahan

1.2

M3

Pasir Urug

@

69,400.80

83,280.96

0.3 0.004 0.042 0.01

Hr Hr Hr Hr

Pekerja Kasar Tukang gali Kepala Tukang Gali Mandor

@

58,320.00 72,900.00 102,060.00 87,480.00

17,496.00 291.60 4,286.52 874.80

83,280.96

Upah : @ @ @

1m3

5 URUGAN TANAH GUNUNG/MERAH

22,948.92

109,699.92

Bahan

1.2

m3

Tanah Urug

@

72,292.50

86,751.00

86,751.00

0.3 0.004 0.042 0.01

Hr Hr Hr Hr

Pekerja Kasar Tukang gali Kepala Tukang Gali Mandor

@

58,320.00 72,900.00 102,060.00 87,480.00

17,496.00 291.60 4,286.52 874.80

22,948.92

Upah : @ @ @

PEKERJAAN PONDASI 4 PONDASI BATU KALI 1 PC : 3 PS

1m3

563,371.98

Bahan

1.1 202 0.314

m3 kg m3

Batu Kali pecah tangan 15/20 PC (Gresik ) Pasir Pasang

@ @

1.5 0.6 0.06 0.075

Hr Hr Hr Hr

Pekerja Terampil Tukang Batu Kepala Tukang Mandor

@ @ @

@

157,886.82 936.36 82,895.40

173,675.50 189,144.72 26,029.16

388,849.38

72,900.00 87,480.00 102,060.00 87,480.00

109,350.00 52,488.00 6,123.60 6,561.00

174,522.60

Upah :

@

PEKERJAAN DINDING 4 PASANGAN DINDING BATA MERAH/TEBAL 1 BATA/1 PC : 4 PS

1m2

116,574.73

Bahan

140 26.55 0.093

m3 kg m3

Bata Merah PC (Gresik ) Pasir Pasang

@ @ @

103.28 936.36 82,895.40

14,458.50 24,860.36 7,709.27

47,028.13

0.65 0.2 0.02 0.03

Hr Hr Hr Hr

Pekerja Terampil Tukang Batu Kepala Tukang Mandor

@

72,900.00 87,480.00 102,060.00 87,480.00

47,385.00 17,496.00 2,041.20 2,624.40

69,546.60

Upah : @ @ @

PEKERJAAN PLESTERAN 1 PLESTERAN TEMBOK 1 PC : 3 PS / TEBAL 15 MM

1m2

37,750.33

Bahan

6.48 0.019

kg m3

PC (Gresik ) Pasir Pasang

@ @

936.36 82,895.40

6,067.61 1,575.01

@

72,900.00 87,480.00 102,060.00 87,480.00

14,580.00 13,122.00 1,530.90 874.80

936.36 82,895.40

6,620.07 1,740.80

72,900.00 87,480.00 102,060.00 87,480.00

18,954.00 17,496.00 2,041.20 1,137.24

7,642.63

Upah :

0.2 Hr Pekerja Terampil 0.15 Hr Tukang Batu 0.015 Hr Kepala Tukang 0.01 Hr Mandor 30 PLESTERAN BETON PC : 3 PS / TEBAL 15 MM

@ @ @

1m2

30,107.70 47,989.31

Bahan

7.07 0.021

kg m3

PC (Gresik ) Pasir Pasang

@

0.26 0.2 0.02 0.013

Hr Hr Hr Hr

Pekerja Terampil Tukang Batu Kepala Tukang Mandor

@ @ @

@

8,360.87

Upah :

@

1m2

4 ACIAN/BENANGAN

39,628.44

22,812.73

Bahan :

0.009 1.3

m3 kg

Pasir pasang Semen PC

@ @

82,895.40 936.36

746.06 1,217.27

1,963.33

0.12 0.2 0.02 0.015

Hr Hr Hr Hr

Pekerja Terampil Tukang Batu Kepala Tukang Mandor

@

72,900.00 87,480.00 102,060.00 87,480.00

8,748.00 17,496.00 2,041.20 1,312.20

20,849.40

Upah : @ @ @

PEKERJAAN RANGKA ATAP BAJA 1 PEKERJAAN RANGKA BAJA CASTELA ( Las Litrik )

1 kg

27,171.65

Bahan

1.1 0.3 0.08

kg kg kg

Baja Profil Elektroda Meni besi

@ @ @

9,294.75 15,677.15 61,965.00

10,224.23 4,703.14 4,957.20

19,884.57 Lembar ke 8 dari 28 halaman

Upah :

0.006 0.06 0.006 0.0003

Hr Hr Hr Hr

Pekerja Terampil Tukang Besi Kepala Tukang Besi Mandor

@ @ @ @

72,900.00 102,060.00 116,640.00 87,480.00

437.40 6,123.60 699.84 26.24

7,287.08

PEKERJAAN BETON (ADUKAN) 1 ADUKAN BETON TUMBUK 1PC : 3PS : 5KR/LANTAI KERJA T. 5 CM HARGA PER M3

1m2

91,663.97

1m3

1,833,279.48

Bahan

10 0.026 0.044

kg m3 m3

PC ( Gresik ) Pasir Beton Batu Kali Pecah Mesin 2/3

@ @

1.15 0.02 0.002 0.006

Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Kepala Tukang Mandor

@ @

@

936.36 106,029.00 227,205.00

9,363.60 2,756.75 9,997.02

58,320.00 87,480.00 102,060.00 87,480.00

67,068.00 1,749.60 204.12 524.88

22,117.37

Upah :

2 ADUKAN BETON STRUKTURAL 1 PC : 2 PS : 3 KR

@ @

1m3

69,546.60

794,218.77

Bahan

336 0.54 0.81

kg m3 m3

PC ( Gresik ) Pasir Beton Batu Kali Pecah Mesin 2/3

@ @

2 0.35 0.035 1

Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Kepala Tukang Mandor

@ @

@

936.36 106,029.00 227,205.00

314,616.96 57,255.66 184,036.05

555,908.67

58,320.00 87,480.00 102,060.00 87,480.00

116,640.00 30,618.00 3,572.10 87,480.00

238,310.10

Upah :

@ @

PEKERJAAN BETON (TOTAL) 1 PONDASI STROUSS BETON BERTULANG ( BESI 150 KG )

1m3

2,320,545.77

Bahan

150 2.25 323 0.52 0.78

kg kg kg m3 m3

Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3

@

3.9 1.04 1.05 0.245 0.165

Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ @

@ @ @ @

8,500.00 18,796.05 936.36 106,029.00 227,205.00

1,275,000.00 42,291.11 302,444.28 55,135.08 177,219.90

58,320.00 102,060.00 87,480.00 116,640.00 87,480.00

227,448.00 106,142.40 91,854.00 28,576.80 14,434.20

1,852,090.37

Upah :

2 PONDASI BETON BERTULANG K-225 ( BESI 200 KG + BEKISTING ) Bahan

@ @ @

1m3

0.2 1.5 0.4 200 2.25 388 0.65 0.65

m3 kg Ltr kg kg kg m3 m3

Papan Kayu Dadap Paku 2" - 5" Solar Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3

@ @

3.9 0.35 1.04 1.05 0.245 0.165

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ @

@ @ @ @ @ @

468,455.40

3,047,956.03 895,050.00 30,569.40 4,544.10 8,500.00 18,796.05 936.36 106,029.00 227,205.00

179,010.00 45,854.10 1,817.64 1,700,000.00 42,291.11 363,307.68 68,918.85 147,683.25

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

227,448.00 30,618.00 106,142.40 91,854.00 28,576.80 14,434.20

2,548,882.63

Upah :

3 SLOOF BETON BERTULANG K-225 ( BESI 200 KG + BEKISTING ) Bahan

@ @ @ @

1m3

0.27 2 0.6 200 3 388 0.65 0.65

m3 kg Ltr kg kg kg m3 m3

Papan Kayu Dadap Paku 2" - 5" Solar Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3

@

4.85 0.35 1.56 1.4 0.331 0.17

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@

@ @ @ @ @ @ @

499,073.40

3,290,461.73 895,050.00 30,569.40 4,544.10 8,500.00 18,796.05 936.36 106,029.00 227,205.00

241,663.50 61,138.80 2,726.46 1,700,000.00 56,388.15 363,307.68 68,918.85 147,683.25

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

282,852.00 30,618.00 159,213.60 122,472.00 38,607.84 14,871.60

2,641,826.69

Upah :

4 KOLOM BETON BERTULANG K-225 ( BESI 300 KG + BEKISTING ) Bahan

0.4 4 2

m3 kg Ltr

Papan Kayu Dadap Paku 2" - 5" Solar

@ @ @ @ @

1m3 @ @ @

648,635.04

6,085,848.86 895,050.00 30,569.40 4,544.10

358,020.00 122,277.60 9,088.20 Lembar ke 9 dari 28 halaman

300 4.5 388 0.65 0.65 0.15 3.5 20

kg kg kg m3 m3 M3 Lbr bt

Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3 Usuk Meranti 4/6 Tripleks 9 mm Dolken Kayu d. 8-10/4

@

7.3 0.35 3.3 2.1 0.57 0.25

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ @

@ @ @ @ @ @ @

8,500.00 18,796.05 936.36 106,029.00 227,205.00 3,029,400.00 120,487.50 22,032.00

2,550,000.00 84,582.23 363,307.68 68,918.85 147,683.25 454,410.00 421,706.25 440,640.00

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

425,736.00 30,618.00 336,798.00 183,708.00 66,484.80 21,870.00

5,020,634.06

Upah :

5 BALOK BETON BERTULANG K-225 ( BESI 300 KG + BEKISTING ) Bahan

@ @ @ @

1m3

0.32 3.2 1.6 300 3 388 0.65 0.65 0.14 2.8 16

m3 kg Ltr kg kg kg m3 m3 M3 Lbr bt

Papan Kayu Dadap Paku 2" - 5" Solar Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3 Usuk Meranti 4/6 Tripleks 9 mm Dolken Kayu d. 8-10/4

@ @

5.96 0.35 2.8 1.4 0.45 0.208

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ @ @

@ @ @ @ @ @ @ @ @

1,065,214.80

5,548,928.61 895,050.00 30,569.40 4,544.10 8,500.00 18,796.05 936.36 106,029.00 227,205.00 3,029,400.00 120,487.50 22,032.00

286,416.00 97,822.08 7,270.56 2,550,000.00 56,388.15 363,307.68 68,918.85 147,683.25 424,116.00 337,365.00 352,512.00

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

347,587.20 30,618.00 285,768.00 122,472.00 52,488.00 18,195.84

4,691,799.57

Upah :

6 BALOK BETON BERTULANG K-225( BESI 200 KG + BEKISTING ) Bahan

@ @ @

1m3

0.32 3.2 1.6 200 2.25 388 0.65 0.65 0.12 2.6 32

m3 kg Ltr kg kg kg m3 m3 M3 Lbr bt

Papan Kayu Dadap Paku 2" - 5" Residu Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3 Usuk Meranti 4/6 Tripleks 9 mm Dolken Kayu d. 8-10/4

@ @

5.8 0.35 2.8 1.05 0.42 0.185

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@

@ @ @ @ @ @ @ @ @

857,129.04

4,907,197.63 895,050.00 30,569.40 4,544.10 8,500.00 18,796.05 936.36 106,029.00 227,205.00 3,029,400.00 120,487.50 22,032.00

286,416.00 97,822.08 7,270.56 1,700,000.00 42,291.11 363,307.68 68,918.85 147,683.25 363,528.00 313,267.50 705,024.00

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

338,256.00 30,618.00 285,768.00 91,854.00 48,988.80 16,183.80

4,095,529.03

Upah :

8 TANGGA BETON BERTULANG K-225 ( BESI 200 KG + BEKISTING ) Bahan

@ @ @ @ @

1m3

0.25 3 1.2 200 3 388 0.65 0.65 0.15 2.5 14

m3 kg Ltr kg kg kg m3 m3 M3 Lbr bt

Papan Kayu Dadap Paku 2" - 5" Residu Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3 Usuk Meranti 4/6 Tripleks 9 mm Dolken Kayu d. 8-10/4

@ @

5.6 0.35 2.3 1.4 0.405 0.202

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@

@ @ @ @ @ @ @ @ @

811,668.60

4,500,628.46 895,050.00 30,569.40 4,544.10 8,500.00 18,796.05 936.36 106,029.00 227,205.00 3,029,400.00 120,487.50 22,032.00

223,762.50 91,708.20 5,452.92 1,700,000.00 56,388.15 363,307.68 68,918.85 147,683.25 454,410.00 301,218.75 308,448.00

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

326,592.00 30,618.00 234,738.00 122,472.00 47,239.20 17,670.96

3,721,298.30

Upah :

9 KOLOM PRAKTIS BETON BERTULANG ( 11 X 11 ) HARGA PER M3

@ @ @ @ @

1m'

779,330.16

52,482.36 4,337,384.75

Bahan

0.002 0.01 3 0.45 4

m3 kg kg kg kg

Papan Kayu Dadap Paku 2" - 5" Besi Tulangan Kawat Bendrat PC (Gresik)

@ @ @ @ @

895,050.00 30,569.40 8,500.00 18,796.05 936.36

1,790.10 305.69 25,500.00 8,458.22 3,745.44 Lembar ke 10 dari 28 halaman

0.006 0.009

m3 m3

Pasir Beton Batu Pecah Tangan 2/3

@

0.06 0.02 0.02 0.02 0.006 0.003

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ @

@

106,029.00 227,205.00

636.17 2,044.85

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

3,499.20 1,749.60 2,041.20 1,749.60 699.84 262.44

42,480.48

Upah :

11 PLAT LANTAI BETON BERTULANG K-225 ( BESI 200 KG + BEKISTING ) Bahan

@ @ @ @

1m3

0.32 3.2 1.6 200 2 388 0.65 0.65 0.24 2.8 48

m3 kg Ltr kg kg kg m3 m3 M3 Lbr bt

Papan Kayu Dadap Paku 2" - 5" Solar Besi Tulangan Kawat Bendrat PC (Gresik) Pasir Beton Batu Pecah Tangan 2/3 Usuk Meranti 4/6 Tripleks 9 mm Dolken Kayu d. 8-10/4

@

5.96 0.35 2.8 1.4 0.45 0.208

Hr Hr Hr Hr Hr Hr

Pekerja Kasar Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ @

10,001.88

5,688,096.56

@ @ @ @ @ @ @ @ @ @

895,050.00 30,569.40 4,544.10 8,500.00 18,796.05 936.36 106,029.00 227,205.00 3,029,400.00 120,487.50 22,032.00

286,416.00 97,822.08 7,270.56 1,700,000.00 37,592.10 363,307.68 68,918.85 147,683.25 727,056.00 337,365.00 1,057,536.00

4,830,967.52

58,320.00 87,480.00 102,060.00 87,480.00 116,640.00 87,480.00

347,587.20 30,618.00 285,768.00 122,472.00 52,488.00 18,195.84

857,129.04

Upah :

@ @ @ @

PEKERJAAN SANITASI 1 Pipa PVC Air Bersih 3/4"

1m'

47,881.89

Bahan

1.2 0.35

m' h-pipa

Pipa PVC ø 3/4 " AW ( Ex. MASPION ) perlengkapan

@

0.036 0.06 0.006 0.00018

Hr Hr Hr Hr

Pekerja Terampil Tukang Pipa Kepala Tukang Mandor

@ @

@

24,786.00 24,786.00

29,743.20 8,675.10

72,900.00 102,060.00 116,640.00 87,480.00

2,624.40 6,123.60 699.84 15.75

38,418.30

Upah :

1 Pipa pvc AIR Bersih 4 "

@ @

1m'

9,463.59

8,324.71

Bahan

1.2 0.35

m' h-pipa

Pipa PVC D Ø 3" perlengkapan

@

0.036 0.06 0.006 0.00018

Hr Hr Hr Hr

Pekerja Terampil Tukang Pipa Kepala Tukang Mandor

@

-

@

-

-

Upah :

4

116,640.00 58,320.00 102,242.25 72,292.50

@ @ @

4,199.04 3,499.20 613.45 13.01

Tandon Air Bawah ( 2 x 2 x 2 ) /Cor Beton/Keramik 20 x 20 ROMAN

Galian Upah :

8

0.526 0.052 Cor tandon bawah Keramik tandon Pasang keramik Bahan 1.2 11.38 1.5 0.042 Upah : 0.62 0.35 0.035 0.03

Hr Hr

Pekerja Kasar Mandor

Galian Upah :

m3

35,225.28

@ @ 1.93 m3 m2 m2

58,320.00 87,480.00

30,676.32 4,548.96 4,337,384.75

20.00

Keramik 20 x 20 Roman PC PC warna Pasir Pasang

@ @ @ @

22,376.25 936.36 15,147.00 82,895.40

26,851.50 10,655.78 22,720.50 3,481.61

Hr Hr Hr Hr

Pekerja Tukang Batu Kepala Tukang Mandor

@ @ @ @

72,900.00 102,060.00 116,640.00 87,480.00

45,198.00 35,721.00 4,082.40 2,624.40

1m'

8,392,319.01 3,026,703.67

6,325,340.51

4.00 m3 0.53 Hr 0.05 Hr 1.60 m3

281,802.24

151,335.18

m2 kg kg m3

7 Septicktank

8,324.71

11,700,824.92

35,283.60 Pekerja Kasar Mandor

@ @

58,320.00 87,480.00

30,909.60 4,374.00

Papan kayu dadap Paku 2" - 5" Besi tulangan Kawat bendrat PC Pasir beton Batu pecah tangan 2/3

@ @ @ @ @ @ @

895,050.00 30,569.40 8,500.00 6,265.35 936.36 106,029.00 198,288.00

232,713.00 40,351.61 3,366,000.00 372,161.79 494,398.08 83,762.91 235,962.72

Pekerja Kasar

@

58,320.00

461,894.40

141,134.40

Septic Tank Bahan 0.26 1.32 396.00 59.40 528.00 0.79 1.19

m3 kg kg kg kg m3 m3

4,825,350.11

Upah : 7.92 Hr

Lembar ke 11 dari 28 halaman

2.64 2.64 2.64 0.79 0.40

Hr Hr Hr Hr Hr

Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

8 Sumur resapan

@ @ @ @ @

102,060.00 102,060.00 87,480.00 116,640.00 87,480.00

269,438.40 269,438.40 230,947.20 92,145.60 34,992.00

1 unit

31.40 M3 Upah :

35,283.60 0.53 Hr 0.05 Hr

1,358,856.00

1,545,656.90

Pekerja Kasar Mandor

@ @

58,320.00 87,480.00

30,909.60 4,374.00

Batu Bata merah Pasir Urug Batu Kali Pecah Tangan 1/2

@ @ @

103.28 69,400.80 214,812.00

165,240.00 43,722.50 135,331.56

Pekerja Kasar Tukang Batu Kepala ukang Mandor

@ @ @ @

58,320.00 102,060.00 116,640.00 87,480.00

45,489.60 39,803.40 4,665.60 3,499.20

1,107,905.04

Bahan 1,600.00 bh 0.63 m3 0.63 m3 Upah 0.78 0.39 0.04 0.04

Hr Hr Hr Hr

9 Sumur BOR air bersih 20 m 20.00 m' 1.00 lnj

Unit Bor Sumur Pipa PVC 4'

@ @

437,751.86

1,837,128.60 83,222.64 172,675.80

1,664,452.80 172,675.80

PEKERJAAN LANTAI 1 PEMASANGAN LANTAI KERAMIK 20 X 20 ROMAN

1m3

125,004.92

Bahan :

1.2 11.38 1.5 0.042

m2 kg kg m3

Keramik 20 x 20 ROMAN PC PC Warna Pasir pasang

@ @ @ @

22,376.25 936.36 1,335.69 82,895.40

26,851.50 10,655.78 2,003.54 3,481.61

72,900.00 87,480.00 102,060.00 87,480.00 82,012.50

45,198.00 30,618.00 3,572.10 2,624.40 102,515.63

42,992.42

Upah :

0.62 0.35 0.035 0.03

Hr Pekerja Hr Tukang Batu Hr Kep.Tukang Hr Mandor tiap kenaikan level lantai upah dinaikkan 25% x upah lt.1

2 PEMASANGAN LANTAI KERAMIK 30 X 30 ROMAN

@ @ @ @ 125%

1m3

82,012.50

124,061.12

Bahan :

1.2 10.8 1.2 0.042

m2 kg kg m3

Keramik 30 x 30 ROMAN PC PC Warna Pasir pasang

@ @ @ @

22,376.25 936.36 1,335.69 82,895.40

26,851.50 10,112.69 1,602.83 3,481.61

72,900.00 87,480.00 102,060.00 87,480.00 82,012.50

45,198.00 30,618.00 3,572.10 2,624.40 102,515.63

42,048.62

Upah :

0.62 0.35 0.035 0.03

Hr Pekerja Hr Tukang Batu Hr Kep.Tukang Hr Mandor tiap kenaikan level lantai upah dinaikkan 25% x upah lt.1

4 PEMASANGAN LANTAI GRANITO 30 X 30

@ @ @ @ 125%

1m2

82,012.50

181,425.57

Bahan :

1.2 10 1.1 0.042

m2 kg kg m3

GRANITO 30 x 30 PC PC Warna Pasir pasang

@ @ @ @

70,915.50 936.36 1,335.69 82,895.40

85,098.60 9,363.60 1,469.26 3,481.61

72,900.00 87,480.00 102,060.00 87,480.00 82,012.50

45,198.00 30,618.00 3,572.10 2,624.40 102,515.63

99,413.07

Upah :

0.62 0.35 0.035 0.03

Hr Pekerja Hr Tukang Batu Hr Kep.Tukang Hr Mandor tiap kenaikan level lantai upah dinaikkan 25% x upah lt.1

6 PEMASANGAN STEPNOSE GRANITO

@ @ @ @ 125%

1m'

82,012.50

43,776.26

Bahan :

3.5 0.1138 0.015 0.00042

bh kg kg m3

Stepnose GRANITO 8 x 30 PC PC Warna Pasir pasang

@ @ @ @

10,327.50 936.36 1,335.69 82,895.40

36,146.25 106.56 20.04 34.82

72,900.00 87,480.00 102,060.00 87,480.00 7,468.61

6,925.50 481.14 35.72 26.24 9,335.76

36,307.66

Upah :

0.095 0.0055 0.00035 0.0003

Hr Pekerja Hr Tukang Batu Hr Kep.Tukang Hr Mandor tiap kenaikan level lantai upah dinaikkan 25% x upah lt.1

@ @ @ @ 125%

7,468.61

PEKERJAAN PENUTUP DINDING 2 PEMASANGAN DINDING KERAMIK 20 X 25 ROMAN

1m2

133,149.32

Bahan :

1.2 10.8 1.2 0.042

m2 kg kg m3

Keramik 20 x 25 ROMAN PC PC Warna Pasir pasang

@ @ @ @

29,949.75 936.36 1,335.69 82,895.40

35,939.70 10,112.69 1,602.83 3,481.61

0.62

Hr

Pekerja

@

72,900.00

45,198.00

51,136.82

Upah : Lembar ke 12 dari 28 halaman

0.35 0.035 0.03

Hr Tukang Batu Hr Kep.Tukang Hr Mandor tiap kenaikan level lantai upah dinaikkan 25% x upah lt.1

@ @ @ 125%

87,480.00 102,060.00 87,480.00 82,012.50

30,618.00 3,572.10 2,624.40 102,515.63

82,012.50

PEKERJAAN CAT DINDING 1 CAT DINDING/ Ex. DULUX / Pentalite Bahan : 0.1 0.26

m2

58,950.34

kg kg

Plamur Cat. Tembok DULUX Pentalite

@ @

49,985.10 173,502.00

4,998.51 45,110.52

Hr Hr Hr Hr

Pekerja Terampil Tukang Cat Kepala Tukang Mandor

@

72,900.00 102,060.00 116,640.00 87,480.00

1,458.00 6,429.78 734.83 218.70

50,109.03

Upah :

0.02 0.063 0.0063 0.0025

1 CAT DINDING LUAR / Ex. DULUX / WEATHERSHIELD Bahan : 0.1 0.36

@ @ @

m2

kg kg

Plamur Cat. Tembok DULUX Pentalite

@ @

Hr Hr Hr Hr

Pekerja Terampil Tukang Cat Kepala Tukang Mandor

@

Upah :

0.02 0.063 0.0063 0.0025

2 CAT PLAFOND/ Ex. DULUX / Pentalite Bahan : 0.1 0.26

@ @ @

8,841.31

102,234.96 148,716.00 218,116.80 72,900.00 102,060.00 116,640.00 87,480.00

14,871.60 78,522.05

93,393.65

1,458.00 6,429.78 734.83 218.70

8,841.31

m2

kg kg

Plamur Cat. Tembok DULUX Pentalite

@

Hr Hr Hr Hr

Pekerja Terampil Tukang Cat Kepala Tukang Mandor

@

@

52,505.98 49,985.10 148,716.00

4,998.51 38,666.16

43,664.67

72,900.00 102,060.00 116,640.00 87,480.00

1,458.00 6,429.78 734.83 218.70

8,841.31

Upah :

0.02 0.063 0.0063 0.0025

3 CAT LISTPLANK/DINDING LUAR/ Ex. DULUX / WEATHERSHIELD Bahan : 0.1

@ @ @

m2

80,423.28

m1

26,807.76

kg

Plamur

@

148,716.00

14,871.60

0.26

kg

Cat. Tembok DULUX WEATHERSHIELD

@

218,116.80

56,710.37

71,581.97

0.02 0.063 0.0063 0.0025

Hr Hr Hr Hr

Pekerja Terampil Tukang Cat Kepala Tukang Mandor

@ @

72,900.00 102,060.00 116,640.00 87,480.00

1,458.00 6,429.78 734.83 218.70

8,841.31

Upah :

27

@ @

1m2

Pasang genting

73,350.00

bh

Genting

@

2,000.00

50,000.00

Tk. Kayu Kep. Tukang Pekerja Mandor

@

32,500.00 32,500.00 23,000.00 35,000.00

3,250.00 325.00 4,600.00 3,500.00

Bahan :

25

50,000.00

Upah :

0.1 0.01 0.2 0.1

@ @ @

11,675.00 Jumlah

1m2 0.5

Upah :

Pasang genting kembali 23,350.00

11,675.00

11,675.00 Jumlah

30

m'

Menutup bubungan

59,841.60

bh

Gt. Bubungan Perekat

@ @

3,500.00 173,400.00

17,500.00 5,202.00

Tk. Batu Kep. Tukang Pekerja Mandor

@

28,000.00 31,500.00 72,900.00 87,480.00

5,600.00 630.00 29,160.00 1,749.60

Bahan :

5 0.03

22,702.00

Upah :

0.2 0.02 0.4 0.02

@ @ @

37,139.60 Jumlah

49

Pemasangan Titik Lampu ( Unit )

113,525.00

Upah :

0.05 hari 1 hari 1 hari

Kepala Tukang Listrik Pekerja Terampil Tukang Listrik

@ @ @

31,500.00 23,000.00 30,000.00

1,575.00 23,000.00 30,000.00 Jumlah

54,575.00

Bahan :

1 ljr 1 buah 15 buah 30 m'

Pipa Paralon 5/8" Fiting Plafon Isolator Kabel NYA 500 Volt 1 x 2,5 M2

@ @ @ @

3,600.00 6,600.00 430.00 1,300.00

3,600.00 6,600.00 6,450.00 39,000.00 Lembar ke 13 dari 28 halaman

6 buah 2 buah

Las Doof T Doos PVC

@ @

150.00 1,200.00

900.00 2,400.00 Jumlah

58,950.00

Biaya Pemasangan Titik Lampu

50

Pemasangan Titik Stop Kontak ( Unit )

45,540.00

Upah :

0.005 hari 0.05 hari 0.5 hari

Kepala Tukang Listrik Pekerja Terampil Tukang Listrik

@ @ @

34,000.00 23,000.00 30,000.00

170.00 1,150.00 15,000.00 16,320.00

Bahan :

0.2 ljr 15 m' 1 buah 1 buah

Pipa Paralon 5/8" Kabel NYA 500 Volt 1 x 2,5 M2 Stop Kontak (Broco) T Doos PVC

@ @ @ @

3,600.00 1,300.00 7,800.00 1,200.00

720.00 19,500.00 7,800.00 1,200.00 29,220.00

Biaya Pemasangan Titik Stop Kontak 76

unit

Jumlah

Saklar Handle dan Photocell

104,951.00

Upah : 0.005 0.05 0.5

hr hr hr

0.2 15 1

ljr m1 buah

Kep.Tkang Listrik Pekerja terampil Tkang listrik

@ @ @

20,300.00 15,000.00 17,760.00

101.00 750.00 8,880.00

9,731.00

Paralon PVC 5/8" Kabel NYA 500 v 1x2,5 mm2 Saklar Handle dan Photocell

@ @ @

3,600.00 1,300.00 75,000.00

720.00 19,500.00 75,000.00

95,220.00

Bahan :

Jumlah

Lembar ke 14 dari 28 halaman

DAFTAR HARGA BAHAN BANGUNAN DAN UPAH TAHUN ANGGARAN 2016 Gol

Jenis Barang

UPAH PEKERJA Tukang Potong Pohon Tukang Plitur Tukang Pipa Tukang Listrik Tukang Kayu Tukang Gali Tanah Tukang Gali Lumpur Tukang Cat / Kapur Tukang Besi Tukang Batu Penjaga Pengemudi/sopir Pengawas Pembantu Operator Pembantu Masinis Pemasak aspal Pekerja Terampil Pekerja / Buruh Tak Terampil Operator Mekanik Pembantu Mekanik Masinis Mandor Kepala Tukang Pipa Kepala Tukang Listrik Kepala Tukang Kayu Kepala Tukang Gali Tanah Kepala Tukang Cat Kepala Tukang Besi Kepala Tukang Batu PERBAIKAN TANAH Tanah Urug Sirtu PEMIPAAN 1 Pipa PVC ø 5 " AW ( Ex. MASPION ) Pipa PVC ø 4 " D ( Ex. MASPION ) Pipa PVC ø 4 " AW ( Ex. MASPION ) Pipa PVC ø 3/4 " AW ( Ex. MASPION ) Pipa PVC ø 3 " D ( Ex. MASPION ) Pipa PVC ø 3 " AW ( Ex. MASPION ) Pipa PVC ø 2 " D ( Ex. MASPION ) Pipa PVC ø 2 1/2" AW ( Ex. MASPION ) Pipa PVC ø 1/2 " AW ( Ex. MASPION ) Pipa PVC ø 1 1/4 " AW ( Ex. MASPION ) Pipa PVC ø 1 " AW ( Ex. MASPION )

Sat. Proy.

Hrg. Sat. Proyek

Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

72,900.00 116,640.00 102,060.00 102,060.00 102,060.00 72,900.00 72,900.00 72,900.00 87,480.00 87,480.00 58,320.00 58,320.00 72,900.00 102,060.00 53,946.00 58,320.00 72,900.00 58,320.00 145,800.00 87,480.00 74,358.00 87,480.00 87,480.00 116,640.00 116,640.00 116,640.00 102,060.00 102,060.00 102,060.00 102,060.00

m³ m3

Rp Rp

72,292.50 102,242.25

m' m' m' m' m' m' m' m' m' m' m'

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

272,646.00 114,015.60 172,675.80 24,786.00 66,096.00 118,146.60 41,310.00 41,310.00 20,655.00 36,352.80 29,743.20

Halaman ke 15 dari 28 halaman

Pipa PVC D Ø 4" Pipa PVC D Ø 3" Pipa PVC D Ø 2" Pipa Groun GIP 1" Pipa galvanis d = 3/4" Pipa galvanis d = 2" Pipa galvanis d = 1/2" Pipa galvanis d = 1" Clean Out Buis beton U. 20cm Buis Beton ø 50 - 1,00 m Buis Beton d = 80 Buis Beton d = 60 Buis Beton d = 50 Buis Beton d = 40 Buis Beton d = 30 Buis Beton d = 20 Buis Beton d = 15 Beton Buis U. 20cm BESI, BAJA, PROFIL Railling Tangga t. 2 pipa BSP ø 2 1/2 Finish Cat Duco Railling Tangga t. 1 pipa Stainless Steel ø 2 1/2 Elektroda Las Listrik Plat Besi tebal 10 mm keatas Besi WF 200.100.5,5 Besi plat strip Besi pipa hitam 2" Besi C 150.65.20.3,2 Baja segala jenis WF. I, C Baja Profil SIKU 90.90.9 Baja Profil SIKU 80.80.8 Baja Profil SIKU 70.70.7 Baja Profil SIKU 60.60.6 Baja Profil SIKU 50.50.5 Baja Profil SIKU 30.30.3 Baja Profil Canal C 150.65.20.3,2 Baja Profil Canal C 100.50.2 Baja Profil I WF 600.300 Baja Profil I WF 400.200 Baja Profil I WF 350.200 Baja Profil I WF 300.150 Baja Profil I WF 200.100 WATERPROOFING Waterproofing Resin Waterproof/Plincood PLUMBING DAN SANITASI Washtafel Studio 45 Ex. American Standard Washtafel " toto " komplit Urinoir " toto " komplit Tepung Jimstone + perekat Tempat Sabun 10 x 15 Cm KIA Stop Kran O. 3/4 Stop Kran Ø 3/4" KITT Stop Kran Ø 1" KITT

m' m' m' m' m' m' m' m' bh m' m' m' m' m' m' m' m' m' m'

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

31,808.70 27,264.60 20,448.45 239,598.00 82,620.00 140,454.00 66,096.00 99,144.00 81,793.80 38,831.40 95,426.10 132,192.00 107,406.00 90,882.00 82,620.00 74,358.00 63,617.40 54,529.20 27,264.60

m' m' kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

470,314.35 562,332.38 15,677.15 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75 9,294.75

m2 kg.

Rp Rp

110,160.00 68,850.00

bh bh bh kg bh bh bh bh

Rp Rp Rp Rp Rp Rp Rp Rp

169,715.25 434,822.18 1,158,745.50 19,312.43 21,653.33 40,965.75 122,897.25 181,419.75

Halaman ke 16 dari 28 halaman

Stop Kran (Stop Valve ) T 4 A, Ex. TOTO Soap disp (Tempat Sabun Cair Meja), TS 126 AR Ex. TOTO Pompa Jet Pump DAB 250 watt Kran Washtafel ( T 205 M, Ex. TOTO ) Kran Taman (Type Y30 RN, Ex. SAN-EI ) Kran Dinding Lokal Kran Bak Zink Lokal Kran Air Kicthen Zink komplit Gate Valve Ø 1" KITT Gantungan Washtafel TL 220 D Floor Drain Lotus Floor Drain Drain Bak Mandi ø 1/2" Closet jongkok Teraso Closet jongkok Porselin merk INA Closet Jongkok Ex. American Standard Closet Jongkok " toto " komplit Closet duduk Porselin merk TOTO Closet Duduk " toto " komplit Closet Duduk Granada II Ex. American Standard KIA Bak Mandi Fibre Glass 60 x 60 Hasgof Bak Kontrol Bak Cuci Stainless Steel ( MEIWA ) Bak Air 60x60 Traso 1" Plug & Chain Waste With P-Trap T 6 P Ex. TOTO PLAFOND Gypsum Board 9 mm Gypsum 9 mm Eternit kerang 100 x 100 Eternit 1.00 X 1.00 polos ALUMUNIUM Ukuran 2 " Kusen Alumunium Color 4 x 1" 3 pintu

Ukuran 2,5 " Alumunium Voil Single Sided PASIR Pasir Urug Pasir pasang Pasir cor beton Sirtu LIST SUDUT PLAFOND, LANTAI, DINDING List Plafon 1 X 5 cm-3M List Kayu 1/3 Kayu Borneo Super List Gypsum 5 cm PENUTUP LANTAI DAN DINDING Batu LEMPENG

bh bh unit bh bh bh bh Buah bh bh bh bh bh bh Buah Buah Unit bh Unit bh Unit bh Unit bh Buah bh

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

83,687.18 83,687.18 1,158,745.50 83,687.18 96,562.13 32,187.38 70,812.23 23,409.00 450,623.25 96,562.13 15,449.94 87,783.75 45,062.33 6,437.48 40,965.75 87,783.75 109,437.08 154,499.40 1,053,405.00 901,246.50 1,132,995.60 123,599.52 96,562.13 308,998.80 58,522.50 180,249.30

lbr. lbr lbr. lb

Rp Rp Rp Rp

51,224.40 63,617.40 8,262.00 6,609.60

bh m1

Rp Rp Rp Rp Rp Rp Rp Rp Rp

5,452.92 95,013.00 57,834.00 90,882.00 6,361.74 6,361.74

m³ m³ m³ m³

Rp Rp Rp Rp Rp

69,400.80 82,895.40 106,029.00 69,400.80 -

m' m' m'

Rp Rp Rp

10,327.50 10,327.50 12,393.00

m²

Rp

15,491.25

bh m2

Halaman ke 17 dari 28 halaman

Batu Apung Batu BATA Merah kelas I Batu GILANG Batu BELAH Batu BOBOS Batu CIREBON Batu MARMO Batu PALIMANAN Batu PUTIH Batu GRANIT Granito 20 x 20 (kasar ) Granito 30 x 30 (Unpolish ) Granito 30 x 30 (Polish ) Granito 30 x 30 (Polish - Warna Tua) Granito 40 x 40 (Unpolish ) Granito 40 x 40 (Unpolish -Warna Tua ) Granito 40 x 40 (Polish - Warna muda) Granito 40 x 40 (Polish ) Karet list kasa alumunium 50 m' Parkeet Lokal Parkeet Import Keramik Lantai 20 X 20 ex. ROMAN kw 1 Keramik Lantai 30 X 30 ex. ROMAN kw 1 Keramik Lantai 40 X 40 ex. ROMAN kw 1 Keramik Dinding 20 X 25 ex. ROMAN kw1 List Keramik 6 x 20 Stepnose GRANITO Batu MARMER Tulungagung 30 x 60 Batu MARMER Citatah 40 x 40 Batu MARMER ITALY 40 x 40 Paving stone NATURAL 6 cm Paving stone WARNA 6 cm Paving stone NATURAL 8 cm Paving Stone WARNA 8 cm Kanstin Tegel press ABU-ABU 20 x 20 Tegel TERRASO 20 x 20 Tegel TERRASO 30 x 30 Tegel WAFEL 20 x 20 TAMAN DAN POHON Rumput Gajah + Tanah humus Pohon Perdu Pohon Cemara t. +/- 2,00 m Tanah humus KAWAT Tiang t. 1m Lampu SL 15 Watt Phlips Lengkap Stop Kontak ex. BROCCO lokal Stop kontak Skaklar tunggal Sakalar Serie ex. BROCCO lokal Sakalar Engkle ex. BROCCO lokal Lampu Type SL 82/85 , 9 Watt Lampu Type SL 82/85 , 9 Watt Lampu TK 2x36 TL + Reflextor Philip + Armatur Artolite

kg buah m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m' m² m² m² m² m² m² bh bh m² m² m² m² m² m² m² m² m² m² m² m²

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

103.28 15,491.25 30,294.00 13,770.00 24,097.50 19,278.00 41,310.00 68,850.00 223,762.50 46,818.00 53,014.50 65,751.75 70,915.50 48,195.00 55,768.50 92,947.50 110,160.00 516.38 86,062.50 120,487.50 22,376.25 22,376.25 28,228.50 29,949.75 4,819.50 10,327.50 58,522.50 15,835.50 20,655.00 20,655.00 24,097.50 5,852.25 17,901.00 20,655.00 20,655.00 20,655.00

m2 Rpn Phn m3

Rp Rp Rp Rp

9,639.00 45,441.00 75,735.00 75,735.00

unit bh Titik Titik bh bh Titik Titik unit

Rp Rp Rp Rp Rp Rp Rp Rp Rp

690,565.50 17,556.75 17,556.75 17,556.75 21,068.10 21,068.10 58,522.50 58,522.50 936,360.00

Halaman ke 18 dari 28 halaman

Lampu TK 2x18 TL + Reflextor Philip + Armatur Artolite Lampu TK 1x36 TL + Reflextor Philip + Armatur Artolite Lampu TK 1x18 TL + Reflextor Philip + Armatur Artolite Lampu Taman GLG BG 12" E27 Bening Artolite Lampu Down light standard Lampu Baret SCB 20 ACR kotak Lampu SL 15 watt Philip Armature Artolite Klem Kable BC Kable BC 25 mm Kable BC 50 mm Instalasi titik lampu BAHAN LAIN-LAIN Adesif Angker Baut Dolken Resin Granit Dolosit 25 kg Ijuk Kaca Cermin Lem Fox Lem Kayu Kuning Lem Kayu Putih Mur Baut ø 1/2" x 15 Mur Baut lokal ø 1/2" x 25 Mur Baut Piser ø 12 - 30 cm/dynabolt Nok Bulat Maridional ex Abadi Nok Bulat Meridional ex Abadi Nok Ujung Bubung Genteng Patri/Timah PC Warna Plastik Tangki air exel 1000 ltr KAYU Bakar BAMBU Batang d. 10 -12 cm Pj. 8 m BAMBU Anyam / SESEK 180 X 200 cm BAMBU Bongkotan 10 - 12 cm Pj 3 m BENGKIRAI balok - 8/15, 8/12,6/12 BENGKIRAI papan 2/20, 2/25x4 m BENGKIRAI reng 2/3, 3/4x4m BENGKIRAI usuk 5/7, 4/6x4 m DADAP ( Begesting) DOLKEN Kayu d. 8 - 10 cm GEDEG guling JATI Mlg. Sel. - Balok/Usuk JATI Bojonegoro - Balok/Usuk JATI Mlg. Sel. - Papan/ Slimaran JATI Bojonegoro - Papan/ Slimaran

unit unit unit bh m' m' ttk

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

110,022.30 55,000.00 397,953.00 3,862.49 90,124.65 90,124.65 128,749.50

kg kg btg kg zak kg m² kg kg kg kg kg bh bh bh bh bh kg m2 bh

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

30,294.00 27,540.00 46,818.00 192,780.00 33,048.00 220,320.00 154,224.00 137,700.00 137,700.00 30,294.00 27,540.00 27,540.00 82,620.00 57,558.60 57,558.60 121,176.00 27,540.00 15,147.00 11,016.00 4,131,000.00

truk bh bh Btg M3

Rp Rp Rp Rp Rp Rp

550,800.00 22,032.00 68,850.00 13,770.00 35,802.00 358,020.00

Rp

358,020.00

Rp Rp Rp Rp Rp Rp Rp Rp

358,020.00 895,050.00 22,032.00 41,310.00 137,700.00 223,074.00 151,470.00 245,381.40

unit unit unit

M3 M3 M3 M Btg M2 m³ 3

M3

JATI Reng 2/3, 3/5

M3 M3

Rp

245,381.40

KRUING Papan/Usuk KAMPER Papan/ slimaran

3

M M3

Rp Rp

3,304,800.00 6,058,800.00

KAMPER Balok & Usuk

M3

Rp

5,508,000.00

Halaman ke 19 dari 28 halaman

KAMPER Reng 2/3, 3/5 MERANTI Papan/ slimaran MERANTI Balok & Usuk MERANTI Reng 2/3, 3/5 RANDU Papan ( Bekisting ) RANDU Balok ( Bekisting ) PAKU Paku 2"- 5" Paku Asbes / Triplex Paku Beton Paku Gypsum Paku seng Paku Triplex TRIPLEKS/MULTIPLEKS/PARTIKEL/GYPSUM Multiplek 12 mm Multiplek 6 mm Multiplek 9 mm PARTIKEL 6 mm PARTIKEL 9 mm PARTIKEL 12 mm Gypsum Board 9 mm Gypsum Board 6 mm Formika Teakwood 4.00 mm 120 X 240 cm Triplex 3 mm Triplex 4 mm Triplex lapis almunium KAWAT Kawat HARMONIKA Kawat DURI (pagar) Kawat BENDRAT ( Kawat Tulangan ) KACA Kaca Cermin di Washtafel TX 119 A Ex. TOTO Kaca Cermin t. 5 mm Kaca nako dan kerangkan merk NIKY Kaca Polos / Bening 5.00 mm Kaca polos 3 mm Kaca polos 5 mm Kaca Ray Band 5.00 mm Kaca Rayban 5 mm Kaca t. 3 mm Bening Kaca t. 5 mm Bening Kaca t. 5 mm Ryband JALAN Kanstein 15 X 20 X 40 CM Bituman (Asphalt) Bituman (Asphalt Curah) Bituman ( Asbhuton ) Aspal TALANG Talang seng L=90 cm 0,25MM Talang seng L=60 cm- 0.2MM

Rp Rp Rp

5,508,000.00 3,442,500.00 3,029,400.00

M3 m³

Rp Rp Rp

3,029,400.00 206,550.00 206,550.00

kg kg bh bks Kg kg

Rp Rp Rp Rp Rp Rp

30,569.40 35,664.30 764.24 67,252.68 50,949.00 38,211.75

lbr lbr lbr lb lb lb lbr lbr lbr lb lbr lbr lbr.

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

179,010.00 89,505.00 120,487.50 61,965.00 75,735.00 120,487.50 42,687.00 39,933.00 48,195.00 70,227.00 35,802.00 48,470.40 98,455.50

M2 kg Kg

Rp Rp Rp

43,375.50 5,783.40 6,265.35

bh m2 Daun m² M2

Rp Rp Rp Rp Rp

318,087.00 187,444.13 30,982.50 147,683.25 82,620.00

M2 m² M2 m2 m2 m2

Rp Rp Rp Rp Rp Rp

113,602.50 175,567.50 134,257.50 102,242.25 124,962.75 159,043.50

bh Kg Kg Ton Kg

Rp 22,720.50 Rp 14,458.50 Rp 14,045.40 Rp 13,425,750.00 Rp 10,905.84

m' m'

Rp Rp

m³ M3

52,257.15 43,547.63

Halaman ke 20 dari 28 halaman

DINDING Glass Block 20 x 20 cm ( MULIA ) Gamping bubukan Gamping Bongkahan

m2 M3

Rp Rp

630,493.88 458,541.00

M3

Rp

1,146,352.50

kg kg kg kg kg. kg. Kg Kg Kg kg. kg. kg. kg. kg Gln Gln Gln kg kg kg lbr. Buah bh. kg kg lbr kg kg lt Ltr kg kg kg kg kg kg. Kg kg kg ltr ltr. Ltr kg kg kg kg

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

36,352.80 95,013.00 90,882.00 144,585.00 102,242.25 113,602.50 103,275.00 113,602.50 37,179.00 40,896.90 173,502.00 148,716.00 218,116.80 40,896.90 61,965.00 206,550.00 113,602.50 51,637.50 45,441.00 65,889.45 9,088.20 12,393.00 45,441.00 109,058.40 159,043.50 204,484.50 61,965.00 79,521.75 15,904.35 10,327.50 22,720.50 18,176.40 34,080.75 102,242.25 49,985.10 38,624.85 72,292.50 124,962.75 249,925.50 30,982.50 15,904.35 29,536.65 109,471.50 249,925.50 124,962.75 102,242.25

Ltr

Rp

15,147.00

CAT Cat Dasar Kayu/Besi (Avian) Cat Dinding Ex. DULUX Cat Kayu SEIV Cat Kayu / Besi Ex " EMCO " Cat kayu EMCO warna muda Cat kayu EMCO warna tua Cat kayu/besi merk Avian Cat kayu/besi merk Emco Cat meni kayu/besi Cat tembok Avitex Cat Tembok Dulux Pearl Glo Cat Tembok Dulux Pentalite Cat Tembok Dulux Weathershield Cat Tembok Ex " CATHILAC " Cat tembok merk Avitex Cat tembok merk Decolith Cat tembok merk Paragon Dempul Alkali Ex. Vinilex Dempul Kayu Cap Kucing Dempul Pelitur (dempul Kasar) Kertas Gosok Kuas 2" Kuas 4" Melamic Melamine Melaminto untuk pintu 4 mm Meny Besi Meny Kayu Minyak Cat / Thinner B Minyak cat thiner B Oker Oker Putih Oker Warna Plamir / Dempul Kayu Plamir Tembok Plamur kayu Plamur tembok ( Cap Buaya ) Sirlak Sirlak ex. India Thinner A Thinner B Tiner Varnish Wood Color tone Wood Filler Wood Filler Impra BAHAN BAKAR Spirtus

Halaman ke 21 dari 28 halaman

Solar Residu Pelumas Minyak tanah Gemuk/stempet Bensin BATU-BATUAN Batu GRAGAL Batu GUNUNG pecah tangan 15/20 Batu Kali Pecah 15 / 20 cm Batu Kali Pecah MESIN 1/1 Batu Kali Pecah MESIN 1/2 Batu Kali Pecah MESIN 2/3 Batu Kali Pecah MESIN 3/5 Batu Kali Pecah MESIN 5/7 Batu Kali Pecah TANGAN 1/2 Batu Kali Pecah TANGAN 15/20 Batu Kali Pecah TANGAN 2/3 Batu Kali Pecah TANGAN 3/5 Batu Kali Pecah TANGAN 5/7 Batu Kerikil + Pasir Batu Kerikil Tersaring Batu Koral Pecah Mesin 1/2 Batu Koral Pecah Mesin 2/3 Batu Koral Pecah Tangan 1/2 Batu Koral Pecah Tangan 2/3 KAWAT Kawat Bendrat Kawat beton PORTLAND CEMENT Portland Cement ( 50 kg ) Portland Cement ( PC )/kg Portland Cement ( PC ) 40 kg Portland Cement ( PC ) /kg Portland Cement ( PC ) 50 kg Putih Portland Cement ( PC )/ kg Putih Semen merah Semen warna/zak Semen Warna/ kg BESI BETON Besi baja anyaman bronjong Besi baja paku-paku jembatan Besi beton POLOS Besi beton ULIR Besi beton PRESTRESSED POLOS Besi beton ULIR ø 16 mm Besi beton ULIR ø 19 mm Besi beton ULIR ø 22 mm PENUTUP ATAP 1 Asbes (eternit) 1x1 m 2 Asbes Gelombang besar 1 x 2.00 m

Ltr blk Ltr Ltr Ltr Ltr

Rp Rp Rp Rp Rp Rp

4,544.10 45,441.00 57,834.00 2,754.00 13,770.00 4,984.74

M3

Rp Rp Rp Rp Rp

130,126.50 157,886.82 127,234.80 280,908.00 247,860.00

Rp Rp

227,205.00 210,681.00

Rp

206,550.00

Rp Rp

214,812.00 156,978.00

Rp Rp

198,288.00 181,764.00

M3

Rp

181,764.00

M3

Rp Rp Rp Rp Rp Rp

130,126.50 147,476.70 256,122.00 199,940.40 -

kg kg

Rp Rp

18,796.05 18,796.05

zak kg zak kg zak kg M3 zak kg

Rp Rp Rp Rp Rp Rp Rp Rp Rp

46,818.00 936.36 39,933.00 998.33 75,735.00 1,514.70 103,275.00 66,784.50 1,335.69

Kg Kg kg kg kg kg kg kg

Rp Rp Rp Rp Rp Rp Rp Rp

8,500.00 11,900.00 8,500.00 11,050.00 11,050.00 11,050.00 11,050.00 11,050.00

Lbr lbr

Rp Rp

8,262.00 78,158.52

M m³ M3 3

M3 M3 M3 M3 M

3

M M3 3

M

3

M3 m³ m³

Halaman ke 22 dari 28 halaman

3 Asbes gelombang besar 3.050x1.050x4 mm 4 Asbes gelombang kecil 3.050x1.050x4 mm 5 Bubungan Asbes 6 Bubungan Jatiwangi isi 3,5 bh 7 Bubungan nglayur isi 4 bh 8 Genteng bambe ( model karangpilang ) 9 Genteng beton 10 Genteng bubungan Bambe 11 Genteng bubungan karangpilang Genteng bubungan Keramik Genteng Jatiwangi isi 18 bh Genteng Karang Pilang Bambe Genteng kodok ( model karangpilang ) Genteng Nglayur Isi 24 bh Genteng press lokal Genting ex Karang Pilang Genting Keramik CANMURI 1 Genting Pinggir 2 Seng 120x240 3 Seng datar plat Bjls 30.45 x 1 m 4 Seng Gelombang BJLS 28 - 80 * 180 cm 5 Seng gelombang BJLS 30.80 X 150cm 6 Seng gelombang BJLS 30.80 X 300cm 7 Seng Plat BJLS 30 x 0.55 ACCESSORIES PINTU/JENDELA 1 c. Ukuran 4 " Engsel besar (pintu) Engsel Jendela Engsel Jendela ø 3" YANK Engsel kecil (jendela) Engsel Pintu Engsel Pintu Gerbang Engsel Pintu Koboy Engsel Pintu ø 4" YANK Espanyolet / Kunci Putar Almunium Expagnolet Hak Angin Hak Angin Kunci Gembok Kunci Jendela Kunci KM/WC Alpha Kunci Pintu Royal Kunci Pintu SES 226 Kunci Tanam 2X Putar Kunci Tanam KM/WC (Viberset) Pegangan pintu ganda Selot kunci merk Anchor Selot kunci merk Kuda Terbang Selot kunci merk Union Slot Jendela Wire Mesh M4 Grendel Injak Grendel kecil Grendel panjang

Lbr Lbr lbr m' m' Buah Buah bh. Buah Buah Buah Buah Buah m2 Buah Buah Buah Buah LB Lbr Lbr Lbr Lbr m'

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

41,310.00 33,048.00 58,164.48 38,831.40 28,917.00 2,726.46 2,809.08 6,361.74 5,783.40 16,524.00 2,395.98 2,726.46 2,809.08 80,141.40 743.58 6,997.91 7,435.80 10,905.84 95,013.00 66,096.00 41,310.00 64,443.60 57,834.00 23,992.85

bh Buah bh stell Buah bh bh stell stell bh bh bh bh bh bh bh bh bh bh bh bh Buah Buah Buah bh m2 bh Buah Buah

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

13,632.30 9,914.40 21,811.68 54,529.20 8,675.10 34,080.75 40,896.90 68,161.50 68,161.50 327,175.20 68,161.50 20,448.45 16,110.90 68,161.50 95,426.10 95,426.10 185,895.00 322,218.00 327,175.20 163,587.60 681,615.00 379,969.38 234,227.70 455,442.75 22,307.40 16,358.76 81,793.80 9,914.40 14,871.60

Halaman ke 23 dari 28 halaman

Grendel Sendok Grendel tanam Grendel Tanam

bh Buah bh

Rp Rp Rp

30,982.50 54,529.20 95,426.10

Halaman ke 24 dari 28 halaman

JADWAL WAKTU PELAKSANAAN (TIME SCHEDULLE) PEMBANGUNAN GEDUNG SMA TAHUN ANGGARAN 2016 NO

A I 1 2 3 4 5 6 II 1 2 3 4 5 -

URAIAN PEKERJAAN

BOBOT %

PEKERJAAN DASAR PEKERJAAN PERSIAPAN Pembersihan lahan Pengukuran/uitset & bouplank Listrik kerja Air Kerja Direksikeet/tempat bahan Pagar pangaman PEKERJAAN TANAH Galian tanah pondasi plat Galian tanah pondasi batu kali Urungan tanah kembali Urungan pasir Urungan tanah peninggian lantai

PEKERJAAN PONDASI 1 Pondasi batu kali 2 Lantai kerja 3 Lapisan pasir bawah lantai B PEKERJAAN BETON I LANTAI I 1 Pelat Pondasi 100x100x25 beton K225 2 Kolom pondasi 30/30 beton K225 3 Sloof 25/30 Beton K-225 4 Kolom 30/30 beton K225 5 Kolom 15/30 beton K225 7 Balok Induk 40/80 beton K-225 8 Plat Tangga Beton K225 9 Plat Lantai Beton t=12 cm beton K225 10 Kolom Praktis 15x15 beton K175 II LANTAI II 1 Kolom 30/30 beton K225 2 Kolom 15/30 beton K225 3 Kolom Praktis 15x15 beton K175 4 Ring balok 15/15 C PEKERJAAN PASANGAN I LANTAI I 1 Pas. Dinding Bata Merah 1:4 2 Plesteran Dinding 3 Acian Dinding 4 Benangan Sudut 5 Benangan Kusen II LANTAI II 1 Pas. Dinding Bata Merah 1:4 2 Plesteran Dinding 3 Acian Dinding 4 Benangan Sudut 5 Benangan Kusen D PEKERJAAN ATAP 1 Rangka kuda kuda dan gording 2 usuk dan reng 3 pasangan lisplang 2/30 4 pasang genteng keramik 5 pasang bubungan E PEKERJAAN GRANIT DAN KERAMIK I LANTAI I 1 Pasangan Tegel Granit 30x30 teras 2 Pas. Tegel Keramik Essenza 60 x 60 3 keramik tangga 4 Pas. Tegel Keramik 20/25 KM 5 Pas. Tegel Keramik 20/25 dinding KM 5 Tegel Plint 10 cm II LANTAI II 1 Pasangan Tegel Granit 30x30 teras 2 Pas. Tegel Keramik Essenza 60 x 60 3 Pas. Tegel Keramik 20/25 KM 4 Pas. Tegel Keramik 20/25 dinding KM 5 Tegel Plint 10 cm F PEKERJAAN PLAFOND I LANTAI I 1 Rangka Plafond Galvalum 2 Gypsum Board 3 List Gypsum II LANTAI II 1 Rangka Plafond Galvalum 2 Gypsum Board 3 List Gypsum G PEKERJAAN KUSEN I LANTAI I 1 Kusen Alumunium 2 Daun Jendela Aluminium 3 Pintu R. Kelas 4 Kaca 5mm 5 Pintu KM Aluminium II LANTAI II 1 Kusen Alumunium 2 Daun Jendela Aluminium 3 Pintu R. Kelas 4 Kaca 5mm 5 Pintu KM Aluminium H PEKERJAAN PENGECATAN I LANTAI I 1 Pengecatan dinding dalam/ DULUX 2 Pengecatan dinding luar/ DULUX 3 Pengecatan plafond/ CATYLAC II LANTAI II 1 Pengecatan dinding dalam/ DULUX 2 Pengecatan dinding luar/ DULUX 3 Pengecatan plafond/ CATYLAC I PEKERJAAN INSTALASI LISTRIK I LANTAI I

-

III

-

-

-

-

-

-

-

-

-

-

-

-

-

-

0.1669 0.1990 0.2231 0.1673 0.8091 0.8895 0.0349 0.2545 0.0442 0.0775 0.8972 2.2137 1.5266 3.4753 0.4918 0.4276 1.3853 0.2851 0.1833 9.5056 0.5878 11.1650 0.0008 0.2851 0.1833 0.0008 0.7009 0.7009 2.3714 1.5359 0.9281 0.2442 0.1531 2.3714 1.5359 0.9281 0.2442 0.1531 0.0000 1.0432 1.0309 1.8979 0.1656 0.7554 6.2737 0.0603 0.0594 0.2630 0.4591 0.7554 6.2737 0.0594 0.2630 0.4591 1.6336 1.1098 0.4633 1.6336 1.1098 0.4633 1.5248 1.2462 0.2556 0.1472 0.0811 1.5248 1.2462 0.2556 0.1472 0.0811 2.2792 1.8243 1.0931 2.2792 1.8243 1.0931 -

minggu 1

Bulan ke-1 minggu minggu 2 3

minggu 4

minggu 5

Bulan ke-2 minggu minggu 6 7

minggu 8

minggu 9

Bulan ke-3 minggu minggu 10 11

minggu 12

minggu 13

Bulan ke-4 minggu minggu 14 15

minggu 16

minggu 17

Bulan ke-5 minggu minggu 18 19

minggu 20

minggu 21

Bulan ke-6 minggu minggu 22 23

minggu 24

minggu 25

Bulan ke-7 minggu minggu 26 27

minggu 28

minggu 29

Bulan ke-8 minggu minggu 30 31

minggu 32

minggu 33

Bulan ke-9 minggu minggu 34 35

minggu 36

minggu 37

Bulan ke-10 minggu minggu 38 39

minggu 40

minggu 41

Bulan ke-11 minggu minggu 42 43

minggu 44

minggu 45

Bulan ke-12 minggu minggu 46 47

minggu 48

0.1669 0.1990 0.0035 0.4447

0.0047 0.0035 0.8091 0.4447

0.0047 0.0035

0.0047 0.0035

0.0174 0.1273

0.0174 0.1273 0.0221

0.0221

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0775 0.8972 -

0.5089

0.5089

0.5089

3.4753 -

0.1069

0.1069

0.1069 0.3463

0.1069 0.3463

0.3463 0.0713 0.0458

0.3463 0.0713 0.0458

0.0713 0.0458

0.0713 0.0458 2.3764

2.3764

2.3764 0.1470

2.3764 0.1470 2.7912

-

0.1470 2.7912 0.0003

-

0.1470 2.7912 0.0003 0.0713 0.0458 0.0002 0.1752 0.1752 -

2.7912 0.0003 0.0713 0.0458 0.0002 0.1752 0.1752

0.3840

0.0814

-

0.0713 0.0458 0.0002 0.1752 0.1752

0.0713 0.0458 0.0002 0.1752 0.1752 -

-

-

0.3840 0.3094

0.3840 0.3094 0.0611 0.0383 0.5929 0.3840 0.2320 0.0814

0.3840 0.3094 0.0611 0.0383 0.5929 0.3840 0.2320

0.0611 0.0383 0.5929 0.3840 0.2320

0.0814

-

-

0.0000

-

-

-

-

-

0.0611 0.0383 0.5929 0.3840 0.2320 0.0510

0.0510

0.0510

0.0000 0.2608 0.2577 0.4745 0.0414 -

0.0000 0.2608 0.2577 0.4745 0.0414 -

0.2608 0.2577 0.4745 0.0414 -

0.2608 0.2577 0.4745 0.0414 -

-

-

0.0151 0.0198

0.0151 0.0198 0.0658 0.1148 0.1888 2.0912

0.0151 0.0198 0.0658 0.1148 0.1888

0.0658 0.1148 0.1888

0.0151

2.0912

2.0912

-

-

-

-

0.0658 0.1148 0.1888 0.0198

0.0198

0.0198

0.4084 0.2775 0.1158 -

0.4084 0.2775 0.1158 -

0.4084 0.2775 0.1158 -

-

0.0270

-

0.0270

0.4084 0.2775 0.1158 0.5445

0.5445

0.5445

0.3812 0.3115 0.0639 0.0368 0.0270

0.3812 0.3115 0.0639 0.0368

0.3812 0.3115 0.0639 0.0368

0.3812 0.3115 0.0639 0.0368 -

0.0639

0.0639 0.0368 0.0270

0.0639 0.0368 0.0270 -

0.0639 0.0368 0.0270 -

0.2733

-

0.0368 -

0.2733 -

0.2733 0.7597

0.2733 0.7597 0.9122 0.5465

0.7597 0.9122 0.5465

-

-

-

-

-

-

-

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

0.0047 0.0035

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

Instalasi Lampu Instalasi Stop Kontak Pemasangan Sklar Seri Panel MDP Panel SDP Pemasangan Stop Kontak Pemasangan Lampu TL 2 x 20 W (RMI) Pemasangan Downlight, 20 W Penyambungan Kabel Daya LANTAI II Instalasi Lampu Instalasi Stop Kontak Pemasangan Sklar Seri Panel MDP Panel SDP Pemasangan Stop Kontak Pemasangan Lampu TL 2 x 20 W (RMI) Pemasangan Downlight, 20 W Penyambungan Kabel Daya PEKERJAAN SANITASI LANTAI I Pemasangan Closet Duduk TOTO Pipa Air PVC 3" Pipa Air PVC 4" Pipa PVC Air Bersih 3/4" Floordrain Kran dinding 1/2" Septictank Sumur Resapan LANTAI II Pemasangan Closet Duduk TOTO Pipa Air PVC 3" tegak Pipa Air PVC 4" Tegak Pipa PVC Air Bersih 3/4" Floordrain Kran dinding 1/2" -

PEKERJAAN LAIN LAIN 1 Handrail Stainles 2" 2 penangkal petir JUMLAH KOMULATIF

0.1351 0.0203 0.0387 0.1284 0.0770 0.0203 0.1338 0.0210 0.0096 0.0130 0.0387 0.1284 0.0770 0.0130 0.1338 0.0210 0.0096 0.3600 0.0194 0.0037 0.1153 0.0068 0.0100 0.4703 0.1149 0.0522 0.0401 0.0381 0.1225 0.0068 0.1846 1.0027 0.2491 94.30

0.0338 0.0068

0.0338 0.0068 0.0129

0.0338 0.0068 0.0129 0.0642 0.0385

0.0338

0.0053

0.0053 0.0024 -

0.0129 0.0642 0.0385

0.0053 0.0024 -

0.0053 0.0024 0.0065

0.0193

0.0024 0.0065

0.0193 0.0033 0.0446

0.0193 0.0033 0.0446 0.0070

0.0193 0.0033 0.0446 0.0070 0.0048 -

0.0900

0.0033 0.0070 0.0048 -

0.0900 0.0048 0.0012

0.0900 0.0048 0.0012 0.0384

0.0900 0.0048 0.0012 0.0384 0.0034 0.0050

-

0.0048 0.0384 0.0034 0.0050

0.0174

0.0174 0.0134

0.0174 0.0134 0.0190 0.0612

-

0.8142 0.8142

1.4067 2.2209

0.2819 2.5029

0.1372 2.6401

0.4615 3.1016

4.8339 7.9355

0.4716 8.4071

0.4716 8.8788

0.6342 9.5130

3.0106 12.5236

2.8935 15.4171

2.5316 17.9486

5.3228 23.2715

2.9467 26.2182

3.4919 29.7101

3.7328 33.4429

1.3146 34.7575

2.6866 37.4441

2.1375 39.5816

1.7174 41.2990

2.7119 44.0109

4.2330 48.2439

5.7115 53.9554

5.7971 59.7525

0.4659 60.2184

0.5390 60.7574

1.3561 62.1135

0.8644 62.9779

0.8902 63.8681

2.2510 66.1190

1.4203 67.5394

1.5151 69.0545

0.9128 69.9673

0.1428 70.1100

0.1512 70.2612

0.0773 70.3385

0.0390 70.3775

0.1193 70.4968

0.0134 0.0190 0.0612

0.5014 0.2491 0.8523 71.3491

0.5014 0.5096 71.8587

0.0082 71.8670

0.0082 71.8752

0.0082 71.8834

0.0082 71.8917

0.0082 71.8999

0.0082 71.9081

0.0082 71.9164

0.0082 71.9246

KURVA S PEMBANGUNAN GEDUNG UTSMAN BIN AFFAN

100 95 90 85 80 75

Prosentase Pekerjaan

70 65 60 55 50 45 40 35 30 25 20 15 10 5 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Minggu

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

CASHFLOW PEMBANGUNAN GEDUNG UTSMAN BIN AFFAN UNIVERSITAS ISLAM MALANG TAHUN ANGGARAN 2016

Nilai Proyek

Rp

Jumlah 2,958,938,573.15

Nilai Pokok Proyek Pajak PPN 10%

Rp Rp

2,689,944,157.41 268,994,415.74

Pajak PPh no.23 Profit 20% Operasional Proyek

Rp Rp Rp

67,248,603.94 Rp 591,787,714.63 Rp 2,030,907,838.85

DP Termin 1 Termin 2 Termin 3 Termin 4 Jumlah

Pencairan Dana 20% 25% 25% 25% 5% 100%

Sisa Potongan

Prosentase 100% 90% 10%

2,622,695,553.48 2,030,907,838.85

Persentasi Pekerjaan 0% 50% 80% 100% Perawatan Total

2.50%

20% 68.64%

Rp Rp Rp Rp Rp Rp

Jumlah 591,787,714.63 739,734,643.29 739,734,643.29 739,734,643.29 147,946,928.66 2,958,938,573.15