Analisa Sni 2008

KOTA BANJAR Halaman : 1+114

CONTOH PERHITUNGAN BERAT BESI BETON DALAM 1 M3

BESI BETON POLOS BESI BETON SPIRAL

No Diameter Berat Besi No Diameter Berat Besi No. Diameter Berat Besi

mm Kg / m1 mm Kg / m1 mm Kg / m1

1 4.0 0.13 11 12 0.89 1 10.00 0.62

2 5.0 0.12 12 13 1.04 2 13.00 1.04

3 5.5 0.19 13 14 1.21 3 16.00 1.58

4 5.7 0.20 14 16 1.58 4 19.00 2.23

5 6.0 0.22 15 19 2.23 5 22.00 2.98

6 6.5 0.31 16 22 2.98 6 25.00 3.85

7 8.0 0.40 17 23 3.26 7 29.00 5.19

8 9.0 0.53 18 25 3.85 8 32.00 6.31

9 10.0 0.62 19 28 4.83 9 36.00 7.99

10 11.0 0.75 20 31 5.93

21 32 6.31

MENGHITUNG BERAT BESI BETON DALAM 1 M3

1. Kolom Praktis 12 X 12 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 20 cm

Panjang 1 m3 ukuran 12 x 12 cm = ( 1 : 0.12 : 0.12 ) = 69.44 m1

Besi 4 batang dia. 12 = 4 x 69,44 x 0,89 kg = 247.22 kg ( A)

Besi beugel dia. 8 jarak 20 mm = ( 69,44 : 0,20 ) x ( 4 x 0,12 ) x 0, 40 kg = 66.67 kg ( B )

BERAT BESI BETON UNTUK UKURAN 12 x 12 CM1 DALAM 1 M3 = 313.89 kg/m3 ( A + B )

2. Kolom praktis 15 X 15 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 20 cm



Besi beugel dia. 8 jarak 20 mm = ( 44,44 : 0,20 ) x ( 4 x 0,15 ) x 0, 40 kg = 71.11 kg ( B )

BERAT BESI BETON UNTUK UKURAN 15 x 15 CM1 DALAM 1 M3 = 229.33 kg/m3 ( A + B )

3. Sloof praktis 15 X 20 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 15 cm



Besi beugel dia. 8 jarak 15 mm = ( 33,33 : 0,15 ) x ( 2 x 0,15 ) + ( 2 x 0,2 ) x 0, 40 kg = 155.56 kg ( B )

BERAT BESI BETON UNTUK 15 x 20 CM1 DALAM 1 M3 = 274.22 kg/m3 ( A + B )

4. Kolom Beton 20 X 30 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cm



Besi 2 batang dia. 10 = 2 x 16.67 x 0.62 kg = 73.57 kg ( B)

Besi beugel dia. 8 jarak 15 mm = ( 16,67 : 0.15 ) x (( 2 x 0.2 ) + ( 2 X 0,3 )) X 0,40 kg = 111.11 kg ( C )

BERAT BESI BETON UNTUK UKURAN 20 x 30 CM DALAM 1 M3 = 244.02 kg/m3 ( A + B + C )

KOTA BANJAR Halaman :2+115

Lampiran 1

DAFTAR BERAT BESI KANAL " C "

NO. UKURAN BESI KANAL " C " BERAT 6 M1 BERAT PER 1 M1

6.00

1 60 x 30 x 10 x 1.6 x 6 mm 9.80 kg 1.63 kg

2 60 x 30 x 10 x 2.3 x 6 mm 13.90 kg 2.32 kg

3 75 x 35 x 15 x 1.6 x 6 mm 12.50 kg 2.08 kg

4 75 x 35 x 15 x 2.3 x 6 mm 17.40 kg 2.90 kg

5 75 x 45 x 15 x 1.6 x 6 mm 14.00 kg 2.33 kg

6 75 x 45 x 15 x 2.3 x 6 mm 19.00 kg 3.17 kg

7 100 x 50 x 20 x 2 x 6 mm 21.40 kg 3.57 kg

8 100 x 50 x 20 x 2.3 x 6 mm 24.40 kg 4.07 kg

9 100 x 50 x 20 x 3.2 x 6 mm 33.00 kg 5.50 kg

10 125 x 50 x 20 x 2 x 6 mm 23.70 kg 3.95 kg

11 125 x 50 x 20 x 2.3 x 6 mm 27.10 kg 4.52 kg

12 125 x 50 x 20 x 3.2 x 6 mm 37.00 kg 6.17 kg

13 150 x 50 x 20 x 2 x 6 mm 26.10 kg 4.35 kg

14 150 x 50 x 20 x 2.3 x 6 mm 29.76 kg 4.96 kg

15 150 x 50 x 20 x 3.2 x 6 mm 40.56 kg 6.76 kg

16 150 x 65 x 20 x 2 x 6 mm 28.92 kg 4.82 kg

17 150 x 65 x 20 x 2.3 x 6 mm 33.00 kg 5.50 kg

18 150 x 65 x 20 x 3.2 x 6 mm 45.10 kg 7.52 kg

19 200 x 75 x 20 x 2 x 6 mm 35.52 kg 5.92 kg

20 200 x 75 x 20 x 2.3 x 6 mm 40.62 kg 6.77 kg

21 200 x 75 x 20 x 3.2 x 6 mm 55.62 kg 9.27 kg

KOTA BANJAR Halaman : 3+116

Lampiran 2

DAFTAR BERAT BESI IWF

NO. UKURAN IWF BERAT 12 M1 BERAT PER 1 M1

1 100 x 50 x 5 x 7 mm 112.00 kg 9.33 kg2 125 x 60 x 6 x 8 mm 158.40 kg 13.20 kg3 148 x 100 x 6 x 9 mm 253.20 kg 21.10 kg4 150 x 75 x 5 x 7 mm 168.00 kg 14.00 kg5 175 x 90 x 5 x 8 mm 217.40 kg 18.12 kg6 198 x 99 x 4.5 x 7 mm 218.40 kg 18.20 kg7 200 x 100 x 5.5 x 8 mm 256.00 kg 21.33 kg8 248 x 124 x 5 x 8 mm 308.40 kg 25.70 kg9 250 x 125 x 6 x 9 mm 355.20 kg 29.60 kg

10 298 x 149 x 6 x 8 mm 384.00 kg 32.00 kg11 300 x 150 x 6.5 x 9 mm 440.40 kg 36.70 kg12 346 x 174 x 6 x 9 mm 497.00 kg 41.42 kg13 350 x 175 x 7 x 11 mm 595.20 kg 49.60 kg14 396 x 199 x 7 x 11 mm 679.20 kg 56.60 kg15 400 x 200 x 8 x 13 mm 792.00 kg 66.00 kg16 446 x 199 x 8 x 12 mm 794.40 kg 66.20 kg17 450 x 200 x 9 x 14 mm 912.00 kg 76.00 kg18 500 x 200 x 10 x 16 mm 1,075.00 kg 89.58 kg19 588 x 300 x 12 x 20 mm 1,812.00 kg 151.00 kg20 600 x 200 x 11 x 17 mm 1,272.00 kg 106.00 kg21 700 x 300 x 13 x 24 mm 2,220.00 kg 185.00 kg22 800 x 300 x 14 x 26 mm 2,520.00 kg 210.00 kg23 900 x 300 x 16 x 28 mm 2,916.00 kg 243.00 kg

DAFTAR BERAT BESI SIKU " L "

NO. UKURAN BESI KANAL " L " BERAT / BATANG BERAT PER 1 M1

1 25 x 25 x 3 x 6 mm 6.72 kg 1.12 kg

2 30 x 30 x 3 x 6 mm 8.16 kg 1.36 kg

3 40 x 40 x 3 x 6 mm 11.00 kg 1.83 kg

4 40 x 40 x 4 x 6 mm 14.50 kg 2.42 kg

5 50 x 50 x 4 x 6 mm 18.50 kg 3.08 kg

6 50 x 50 x 5 x 6 mm 22.60 kg 3.77 kg

7 60 x 60 x 5 x 6 mm 27.30 kg 4.55 kg

8 60 x 60 x 6 x 6 mm 32.52 kg 5.42 kg

9 65 x 65 x 6 x 6 mm 35.46 kg 5.91 kg

10 70 x 70 x 7 x 6 mm 44.28 kg 7.38 kg

11 75 x 75 x 6 x 6 mm 41.22 kg 6.87 kg

12 75 x 75 x 8 x 6 mm 54.18 kg 9.03 kg

13 80 x 80 x 8 x 6 mm 57.96 kg 9.66 kg

14 90 x 90 x 9 x 6 mm 73.20 kg 12.20 kg

15 100 x 100 x 8 x 6 mm 73.20 kg 12.20 kg

16 100 x 100 x 10 x 6 mm 90.60 kg 15.10 kg

17 120 x 120 x 10 x 12 mm 218.40 kg 36.40 kg

18 120 x 120 x 12 x 12 mm 260.00 kg 43.33 kg

19 125 x 125 x 12 x 12 mm 280.00 kg 46.67 kg

20 130 x 130 x 9 x 12 mm 214.20 kg 35.70 kg

21 130 x 130 x 12 x 12 mm 280.00 kg 46.67 kg

Satuan Upah

Daftar Analis TARKIM Halaman : 4

DAFTAR SATUAN UPAH PEKERJA

NO. JENIS PEKERJA BANGUNAN HARGA UPAH SATUAN WAKTURp.

1 PEKERJA 27,500 1 ORANG/ HR/ 8 JAM

2 PEKERJA SETENGAH TERAMPIL 30,000 1 ORANG/ HR/ 8 JAM

3 PEKERJA TERAMPIL 31,500 1 ORANG/ HR/ 8 JAM

4 TUKANG GALI 34,000 1 ORANG/ HR/ 8 JAM

5 TUKANG BATU SETENGAH TERAMPIL 34,000 1 ORANG/ HR/ 8 JAM

6 TUKANG BATU TERAMPIL 36,500 1 ORANG/ HR/ 8 JAM

7 KEPALA TUKANG BATU 39,500 1 ORANG/ HR/ 8 JAM

8 TUKANG KAYU SETENGAH TERAMPIL 36,500 1 ORANG/ HR/ 8 JAM

9 TUKANG KAYU TERAMPIL 39,500 1 ORANG/ HR/ 8 JAM

10 KEPALA TUKANG KAYU 42,000 1 ORANG/ HR/ 8 JAM

11 TUKANG CAT / PELITUR SETENGAH TERAMPIL 36,500 1 ORANG/ HR/ 8 JAM

12 TUKANG CAT / PELITUR TERAMPIL 39,500 1 ORANG/ HR/ 8 JAM

13 KEPALA TUKANG CAT / PELITUR 42,000 1 ORANG/ HR/ 8 JAM

14 TUKANG BESI BETON SETENGAH TERAMPIL 36,500 1 ORANG/ HR/ 8 JAM

15 TUKANG BESI BETON TERAMPIL 39,500 1 ORANG/ HR/ 8 JAM

16 KEPALA TUKANG BESI BETON 43,500 1 ORANG/ HR/ 8 JAM

17 TUKANG BESI PROFIL SETENGAH TERAMPIL 38,000 1 ORANG/ HR/ 8 JAM

18 TUKANG BESI PROFIL TERAMPIL 42,000 1 ORANG/ HR/ 8 JAM

19 KEPALA TUKANG BESI PROFIL 47,500 1 ORANG/ HR/ 8 JAM

20 MANDOR 42,500 1 ORANG/ HR/ 8 JAM

21 OPERATOR MEKANIK 30,000 1 ORANG/ HR/ 8 JAM

22 PEMBANTU OPERATOR / MEKANIK 26,000 1 ORANG/ HR/ 8 JAM

23 OPERATOR ALAT BERAT TERLATIH 30,000 1 ORANG/ HR/ 8 JAM

24 SUPIR TRUK 45,000 1 ORANG/ HR/ 8 JAM

25 KENEK TRUK 30,000 1 ORANG/ HR/ 8 JAM

26 PENJAGA MALAM 26,000 1 ORANG/ HR/ 8 JAM

27 TUKANG ASPAL 35,000 1 ORANG/ HR/ 8 JAM

28 BURUH LAPANGAN TAK TERLATIH 27,500 1 ORANG/ HR/ 8 JAM

29 BURUH LAPANGAN KURANG TERLATIH 29,000 1 ORANG/ HR/ 8 JAM

30 BURUH LAPANGAN TERLATIH 31,000 1 ORANG/ HR/ 8 JAM

Satuan Bahan

Daftar Analisa TARKIM Halaman : 5+1

DAFTAR SATUAN HARGA BAHAN JAWA BARATTAHUN 2008

NO. JENIS BAHAN BANGUNAN SAT HARGA SAT.

Rp.

1 2 3 4

A AGREGAT KASAR, BAHAN PEREKAT & BAHAN JADINYA

1 Pasir Urug m³ 55,000.00

2 Sirtu m³ 81,900.00

3 Pasir Teras m³ 78,000.00

4 Pasir Pasang Kali m³ 65,000.00

5 Pasir Beton m³ 75,000.00

6 Abu Batu / Screen m³ 130,000.00

7 Batu Gosok ( Apung ) kg 9,750.00

8 Screen m³ 130,000.00

9 Batu Pecah Mesin 1/2 m³ 160,000.00






15 Batu Belah Pondasi 15/20 m³ 85,000.00

16 Batu Bronjol ( Untuk Bronjong ) m³ 78,000.00

17 Batu Koral Beton Kali ( Pecah Tangan ) m³ 125,500.00

18 Batu Tempel Hitam m² 117,000.00

19 Batu Pinggir Beton 10 x 20 x 35 bh 13,000.00

20 Batu Pinggir Beton 15 x 35 x 50 ( K -225 ) bh 27,500.00

21 Batu Telor m³ 91,000.00

22 Batako kecil 8 x 10 x 20 bh 1,050.00

23 Batako Besar 8 x 20 x 30 bh 2,750.00

24 Con Blok 8 x 20 x 40 (Holowblock) bh 2,600.00

25 Bata Merah Bakar Kelas I bh 250.00

26 Bata Merah Bakar Kelas II bh 240.00

27 Bata Merah Oven bh 2,350.00

28 Roster Beton 20 x 20 bh 3,575.00

29 Roster Beton 30 x 30 bh 5,200.00

30 Grass Blok 20 x 20 bh 14,500.00

31 Grass Blok 30 x 30 bh 17,500.00

32 Paving Blok Natural bh 750.00

33 Paving Blok Warna bh 800.00

34 Paving Blok Natural 6 cm m² 26,000.00

35 Paving Blok Warna 6 cm m² 28,600.00

36 Paving Blok Natural 8 cm m² 27,000.00

37 bh 750.00

38 b. Bentuk Tiga Berlian (1m2 = 50 bh) bh 650.00

39 c. Bentuk Segi Panjang (1m2 = 50 bh) bh 650.00

a. Bentuk Hexagonal (1m2 = 27 bh)

Satuan Bahan


1 2 3 4

40 Paving Blok Warna 8 cm m² 30,000.00

41 Paving Blok Biasa bh 750.00

42 Kanstin Paving Blok bh 27,300.00

43 Semen PC Tiga Roda / 50 kg *M080 zak 50,000.00

44 Semen PC Tiga Roda Kg 1,000.00

45 Semen Putih zak 68,250.00

46 Kanstin Jalan ukuran Besar ( bina Marga ) 1 bh = 60 cm bh 27,300.00

47 Readymix Beton K 300, tanpa pompa ( selang ) m³ 676,000.00



50 Kapur Pasang/ kapur tembok m³ 88,700.00

51 Kapur Sirih kg 850.00

52 Semen Warna kg 5,000.00

53 Tanah Liat m³ 29,000.00

54 Tanah Urug (dilokasi) m³ 6,500.00

55 Rumput m² 6,900.00

56 Hollow Block 20 bh 1,750.00



59 Roster Terawang Keramik bh 22,000.00

60 Batu Candi m2 95,000.00

61 Batu Sikat 0,5 / 2 cm m2 40,000.00

B BAHAN FINISHING :

LABURAN, PENGISI DAN ALATNYA

1 Plamir Tembok kg 12,000.00

2 Cat Tembok ICI Eksterior ( BETON ) kg 27,300.00

3 Cat Tembok Kelas II Kg 7,000.00

4 Cat Tembok ICI Interior ( PLAFOND DAN DINDING ) lt 20,475.00

5 Cat Tembok Vinilex kg 11,500.00

6 Cat Dasar ICI untuk Interior ( 2 Pelapis ) lt 66,300.00

7 Cat Tembok Sanlex kg 8,000.00

8 Cat Tahan Asam kg 31,850.00

9 Cat Berkilat/Cat kayu kg 38,000.00

10 Cat Jembatan *M090 kg 44,850.00

11 Plamir Kayu kg 11,000.00

12 Pelapis Alkali ICI ( Cat Dasar Beton Ekterior ) lt 35,000.00

13 Cat Marka / Spotlight kg 88,725.00

14 Water Profing Emulsion kg 75,075.00

15 Water Profing Membrance ml 57,330.00

16 Rool Cat Tembok bh 20,475.00

17 Kape Tembok bh 6,825.00

18 Kape Kayu bh 5,000.00

19 Soligneum 1 blek 5 lt 45,500.00

20 Plincote kg 26,000.00

21 Pengawetan Kayu m³ 35,000.00

22 Pengopenan Kayu m³ 477,750.00

Satuan Bahan


1 2 3 4

23 Kwas 3" bh 9,750.00

24 Kwas 2' bh 6,500.00

25 Oker kg 29,000.00

26 Oyan bks 2,730.00

27 Oten (Pewarna Plitur ) bks 2,730.00

28 Spirtus lt 8,200.00

29 Bahan Plitur Kripik ( Sirlak India ) kg 16,000.00

30 Dempul Lilin kg 17,500.00

31 Dempul Plitur kg 2,750.00

32 Dempul Halus / Imfra ( Wood Filler ) kg 27,300.00

33 Terpentin lt 3,900.00

34 Tiner A lt 11,050.00

35 Tiner B lt 16,500.00

36 Kumpon kg 16,250.00

37 Melamik kg 37,375.00

38 Impra kg 29,500.00

39 Dempul Plastik kg 30,550.00

40 Dempul Duco kg 24,000.00

41 Ampelas lbr 2,000.00

42 Dempul Kayu Cap Kucing kg 18,500.00

43 Meni Kayu / Besi kg 15,600.00

44 Meni Sincromat kg 20,000.00

45 Cat Kayu Sieve kg 44,000.00

46 Cat Besi Sieve kg 42,250.00

47 Cat Besi Duco Danaglos/ICI kg 54,600.00

48 Cat Bron kg 40,950.00

49 Sirlak kg 50,000.00

50 Lem Fox bh 13,000.00

C BAHAN KAYU BERIKUT BAHAN JADINYA

1 Bambu Biasa bt 5,200.00

2 Bambu Ø 5 s.d 7 bt 7,000.00

3 Bambu Ø 7 s.d 10 bt 12,500.00

4 Bambu Gombong bt 22,500.00

5 Papan Terentang m³ 950,000.00

6 Kayu Kamper Singkil / Kapur (K. Samarinda Klas II) m³ 5,850,000.00

7 Kayu Lokal Kelas II m³ 1,950,000.00

8 Kayu Papan Lokal Kelas II m³ 2,210,000.00

9 Kayu Papan Kamper m³ 5,500,000.00

10 Kayu Balok Borneo Super m³ 3,250,000.00

11 Kayu Papan Borneo Super m³ 3,510,000.00

12 Kayu Balok Kamper m³ 5,460,000.00

13 Kayu Balok Kruing m³ 3,000,000.00

16 Kayu Balok Kamper Banjar m³ 4,900,000.00

17 Kayu Papan Kamper Banjar m³ 5,500,000.00

18 Kayu Balok Kamper Samarinda m³ 5,460,000.00

19 Kayu Papan Kamper Samarinda m³ 6,550,000.00

Satuan Bahan


1 2 3 4

20 Kayu Balok Rasamala m³ 3,575,000.00

21 Kayu Balok jati m³ 6,825,000.00

22 Kayu Papan Jati m³ 7,825,000.00

28 Kayu Balok Albasiah m³ 1,100,000.00

29 Kayu Papan Albasia m³ 1,105,000.00

31 Kayu Papan Borneo m³ 2,730,000.00

32 Dolken 8 s/d 10 uk.4m' bt 58,500.00

33 Dolken 7 s/d 10 bt 26,000.00

34 List profil kamper 1 cm m1 2,000.00





39 Pegangan Tangga profil Jati m1 204,750.00

40 Pegangan Tangga profil Kamper m1 81,900.00

41 Kayu Reng 2/3 Borneo m1 1,300.00

42 Kayu Reng 2/3 Kamper Banjar m1 1,950.00

43 Kayu Reng 3/4 Kamper Banjar m1 2,850.00

44 Reng Kayu Kls II m1 750.00

45 List profil Kayu Lokal KLs II 4 cm m1 2,200.00

D BAHAN PENUTUP RANGKA PLAFOND

1 Bahan plafond Enternit 4 mm m² 8,450.00

2 Bahan plafond hardpleks 5 mm 120 x 240 lbr 90,200.00

3 Bahan plafond Asbes Semen 5 mm m² 7,150.00

4 Gypsum 120 x 240 t = 9 mm ex DN lbr 54,000.00

5 Gypsum 120 x 240 t = 9 mm ex Luar lbr 60,000.00

6 Acustik Amstrong 60 x 120 lbr 101,400.00

7 GRC 120 x 240 lbr 55,000.00

E BAHAN KAYU LAPIS

1 Triplek 3 mm 120 x 240 lbr 50,450.00

2 Triplek 4 mm 120 x 240 lbr 58,650.00

3 Triplek 4 mm Ukuran Pintu lbr 34,850.00

4 Triplek 6 mm 120 x 240 lbr 103,400.00

5 Jabar Wood 4 mm lbr 66,000.00

6 Plywood 18 mm 120 x 240 lbr 225,800.00

7 Plywood 4 mm 120 x 240 lbr 85,000.00

8 Plywood 3 mm 120 x 240 lbr 50,000.00

9 Plywood 3 mm ukuran Pintu lbr 95,000.00

10 Plywood 4 mm ukuran Pintu lbr 105,000.00

11 Bilik Bambu ( tanpa kulit ) m² 4,800.00

12 Bilik Bambu ( dengan kulit ) m² 10,900.00

13 Bilik Bambu Hitam Variasi m² 14,950.00

14 Wall Paper ( kls menengah ) m² 36,800.00

15 Multiplek 9 mm 120 x 240 lbr 117,650.00


Satuan Bahan


1 2 3 4


18 Play Wood 18 mm 120 x 240 lbr 225,800.00

19 Teak Wood 3 mm 120 x 240 lbr 85,300.00

20 Teak Wood 4 mm 120 x 240 lbr 92,800.00

21 Teak Wood 3 mm 120 x 240 Ukuran Pintu lbr 58,000.00

22 Teak Wood ukuran Pintu 4 mm lbr 86,300.00

23 Tacon ( tahan bakar ) m² 89,300.00

24 Supercon m² 47,700.00

25 Melamin 4 mm 120 x 240 lbr 62,800.00

26 Melamin TIK 4 mm lbr 173,400.00

27 Formika 120 x 240 lbr 160,150.00

28 Formika Ukuran Pintu lbr 94,000.00

F BAHAN LANTAI DAN PELAPIS DINDING

1 Tegel PC 20 x 20 bh 800.00

2 Plin Tegel PC 10 x 20 bh 1,050.00

3 Tegel PC 30 x 30 bh 2,750.00

4 Plin Tegel PC 15 x 30 bh 1,200.00

5 Tegel Warna 20 x 20 bh 900.00

6 Plin Tegel Warna 10 x 20 bh 2,350.00

7 Tegel Warna 30 x 30 bh 2,850.00

8 Ubin Keramik 30 x 30 cm KW 1 dus 39,000.00

9 Ubin Keramik 20 x 20 cm KW 1 dus 37,000.00

10 Plin Tegel Warna 15 x 30 bh 3,400.00

11 Tegel Wafel PC 20 x 20 bh 800.00

12 Tegel Wafel Warna 20 x 20 bh 900.00

13 Tegel Badak PC 30 x 30 bh 2,350.00

14 Poslin 11 x 11 Warna Standar DN m² 34,700.00

15 Poslin 11 x 11 Warna Khusus DN m² 40,200.00

16 Keramik 10 x 20 dan 20 x 20 KW I DN Putih / Polos m² 40,000.00

17 Keramik 10 x 20 KW I DN Corak / Warna / Anti Slip m² 45,000.00

18 Keramik 20 x 20 (KM) KW I DN Corak / Warna / Anti Slip m² 45,000.00

19 Keramik 20 x 20 (KM) KWI DN Putih Polos m² 40,950.00

20 Keramik 20 x 25 Dinding KM KWI DN Corak m² 43,000.00

21 Keramik 30 x 30 KW I DN putih polos m² 40,950.00

22 Keramik 30 x 30 KW I DN Warna/Corak / Anti Slip m² 47,450.00

23 Granito Tile Esenssza 40 x 40 polis m² 286,650.00

24 Granito Tile Esenssza 40 x 40 un polis m² 204,750.00

25 Granito Tile Esenssza 60 x 60 polis m² 300,300.00

26 Granito Tile Esenssza 60 x 60 un polis m² 218,400.00

27 Keramik 40 x 40 cm dus 54,600.00

28 Keramik Mozaik 30 x 30 cm dus 62,800.00

29 Vinyl Lantai standar m² 21,050.00

30 Karpet Kelas Baik LN m² 608,300.00

31 Karpet Kelas Sedang LN m² 237,500.00

32 Stairnosing keramik 10/20 bh 8,200.00

33 Stairnosing fiber m' 14,550.00

Satuan Bahan


1 2 3 4

34 Taraso Kerang 30 x 30 m² 21,850.00

35 Plin Taraso 10 x 30 bh 4,950.00

36 Granit Alam LN Ukuran Besar m² 1,597,000.00

37 Granit Alam LN Ukuran Kecil m² 1,228,500.00

38 Granit Alam DN Ukuran Besar m² 1,078,300.00

39 Granit Alam DN Ukuran Kecil m² 997,750.00

40 Marmer Alam Lampung Ukuran Besar m² 180,800.00

41 Marmer Alam Lampung Ukuran Kecil m² 122,800.00

42 Marmer Alam Citatah Ukuran Besar m² 477,700.00

43 Marmer Alam Citatah Ukuran Kecil m² 282,500.00

44 Marmer Sintetis m² 273,000.00

45 Bata Karawang bh 6,750.00

46 Campuran untuk Kedap Air (AM) ltr 24,700.00

47 Lantai Parket m² 320,000.00

48 Stepnozing m' 14,400.00

49 Plint Keramik 5/20 bh 5,500.00

50 Keramik Lantai Antislip sekualitas Romance KW I Warna 33x33 cm m2 60,000.00

51 Keramik Lantai sekualitas Romance KW I Warna 33x33 cm m2 55,000.00

G BAHAN SALURAN AIR KOTOR / BERSIH

1 Grafel 1/2 d.20 cm m1 20,000.00

2 Grafel 1/2 d.30 cm m1 30,000.00

3 Grafel 1/2 d.40 cm m1 40,000.00

4 Buis Beton Ø 20 cm ( 1 m' ) m1 40,000.00

5 Buis Beton Ø 30 cm ( 1 m' ) bh 60,000.00



8 Buis Beton Ø 60 cm ( 1 m' ) *M031 bh 120,000.00

9 Buis Beton Ø 100 cm ( 0.50 m ) *M035 bh 200,000.00

10 Buis Beton Ø 80 cm ( 0.50 m ) *M033 bh 160,000.00

11 Buis Tanah Ø 10 cm ( 0.50 m ) bh 7,500.00




15 Injuk kg 12,000.00

H BAHAN LOGAM DAN BAHAN JADINYA

1 Besi Beton U-24 Rata - Rata *M167' kg 8,000.00

2 Besi Beton U-39 / U-32 Rata - Rata *M167 kg 9,000.00

3 Pagar BRC Lengkap Tiang ( Tanpa Pondasi ) m² 82,300.00

4 Bondek m² 110,500.00

5 Ongkos Galfanis Besi kg 5,500.00

6 Kawat Duri m1 2,350.00

7 Kawat Pengikat m1 5,200.00

8 Kawat Bronjong 4 mm kg 6,750.00

9 Kawat Tembaga kg 4,550.00

10 Baja Siku / Profil DN kg 8,950.00

Satuan Bahan


1 2 3 4

11 Baja IWF DN SII kg 9,250.00

12 Baja IWF Jepang kg 10,900.00

13 Baja Kontruksi Jembatan *M165 kg 24,550.00

14 Kawat Beton *M168 kg 8,550.00

15 Kawat Bronjong 4 mm *M162 kg 6,500.00

16 Kawat Tembaga kg 4,500.00

17 Baut Baja *M163 kg 20,400.00

18 Besi Galvanisir * M164 kg 34,000.00

19 Baja Tralis *M161 kg 14,000.00

20 Ram Nyamuk Hijau m² 9,500.00

21 Ram Kawat 1 x 1 cm m² 9,500.00

22 Ram Ayam m² 10,000.00

23 Kawat Kasa 1 x 1 cm ( Putih ) m² 16,900.00

24 Kawat Harmonika 4 cm m² 21,450.00

25 Kawat Harmonika 2 cm m² 26,000.00

26 Kawat Las Listrik kg 20,400.00

27 Wiremesh M8 m² 31,200.00

28 Wiremesh M6 m² 25,500.00

29 Timah kg 32,000.00

30 Timah Hitam kg 20,400.00

31 Ram Nyamuk Aluminium m² 11,050.00

32 Plat Srip Ø 2 x 30 mm ( 6 m1) bt 20,400.00

33 Plat Srip Ø 3 x 30 mm ( 6 m1) bt 26,500.00

34 Plat Alumunium 0.2 mm m² 62,150.00

Satuan Bahan


1 2 3 4






40 Kusen Alumunium Natural 1.3 mm t=1,3 mm ( 4 " ) m1 125,000.00

41 Kusen Alumunium Warna 1.3 mm t=1,3 mm ( 4 " ) m1 130,000.00

42 Kusen Alumunium 4" CA m1 55,000.00

43 Daun Jendela Alumunium Natural ( Tanpa Kaca dan accessories ) m² 40,500.00

44 Daun Jendela Alumunium Warna ( Tanpa Kaca dan accessories ) m² 43,000.00

45 Daun Pintu Alumunium Natural ( tanpa kaca dan accessories ) m² 53,300.00

46 Daun Pintu Alumunium Warna ( tanpa kaca dan accessories ) m² 71,000.00

47 Handle Alumunium ( Tarikan Pintu Alumunium ) bh 68,250.00

48 Kait Angin alumunium ps 81,900.00

49 Karet Asisoris Kusen / Pintu Alumunium m1 4,000.00

50 Seng Plat BJLS 30 dia. 60 cm ( 100 m1 ) m1 21,850.00

51 Seng Plat BJLS 30 dia. 90 cm ( 100 m1 ) m1 27,300.00

52 Plat Besi Tipis 1 mm kg 9,500.00

53 Plat Besi Tipis 0.5 mm kg 10,150.00

54 Plat Besi 2 mm s/d 5 mm kg 8,200.00

55 Plat Besi 6 mm s/d 10 mm kg 8,200.00

56 Plat Besi 10 mm Ke atas kg 8,200.00

57 Lem Kuning (aibond) kg 36,800.00

58 Lem Fox kg 13,000.00

59 Pintu Besi Baja m2 400,000.00

60 Rolling door Besi m2 400,000.00

61 Pintu Aluminium m2 150,000.00

62 Pintu Swing 5mm unt 825,000.00

63 Pintu Swing 8mm unt 1,200,000.00

64 Teralis Besi strip m2 80,000.00

65 Besi Teralis m2 450,000.00

I BAHAN KACA

1 Kaca Polos 2 mm m² 32,000.00



4 Kaca Polos Tebal 8 mm m² 66,000.00

5 Kaca Polos Tebal 12 mm m² 70,000.00

6 Kaca Rayband 5 mm ( ASAHI ) m² 61,350.00



9 Kaca Patri Lokal Terpasang ( ASAHI ) m² 716,550.00

10 Kaca Patri EX Luar negeri terpasang m² 2,934,750.00

11 Kaca 6 mm Gravir m² 1,225,800.00

12 Glass Block DN 20 x 20 bh 20,150.00

13 Glass Block 20 x 20 Ex LN bh 68,250.00

Satuan Bahan


1 2 3 4

J BAHAN PAKU DAN MUR BAUT

1 Paku 3 cm kg 9,000.00

2 Paku 5 cm s/d 7 cm / Paku Reng - Usuk kg 9,000.00

3 Paku 8 cm s/d 12 cm kg 9,000.00

4 Paku 2 cm s/d 4 cm /Paku Tripleks - Bilik kg 9,500.00

5 Paku 1/2 cm s/d 1 cm /Paku seng-Plat Poil kg 9,800.00

6 Paku Baja Jembatan *M166 kg 14,000.00

7 Paku Beton 2 cm s/d 5 cm kg 15,000.00

8 Paku Kait Lengkap bh 650.00

9 Paku Cacing kg 12,500.00

10 Paku Seng Glb. / Paku Asbes Glb. kg 14,000.00

11 Paku Skrup kg 6,750.00

12 Besi Beugel kuda - kuda kg 9,500.00

13 Duk Angker kg 9,500.00

14 Angker Mur Baut dia.19 / panjang 60 cm bh 14,000.00

15 Mur Baut HTB dia. 19 s/d 16 (5 cm) bh 4,700.00

16 Mur Baut Biasa dia.19 s/d 16 (5 cm) bh 4,000.00

17 Piser dia. 12 s/d 20 cm bh 3,400.00

K BAHAN PERPIPAAN 1.²

1 Besi Pipa untuk Hydrant BSP Ø 1" bt 83,700.00

2 Besi Pipa untuk Hydrant BSP Ø 1,25" bt 88,400.00






8 Besi Pipa untuk Hydrant BSP Ø 6" bt 1,105,650.00

9 Hydrant bh 210,000.00

10 Besi Pipa Hitam Ø 1" t=2 mm bt 74,350.00





15 Pipa GIP Medium A Ø 1/2" ( 6 m1 ) bt 70,000.00

16 Pipa GIP Medium A Ø 3/4" ( 6 m1 ) bt 85,300.00

17 Pipa GIP Medium A Ø 1" ( 6 m1 ) bt 126,800.00

18 Pipa GIP Medium A Ø 1 1/4" ( 6 m1 ) bt 164,700.00


20 Pipa GIP Medium A Ø 1 3/4"( 6 m1 ) bt 232,000.00





Satuan Bahan


1 2 3 4

25 Macam2 Sambungan GIP Ø 1/2" bh 4,000.00


27 Macam2 Sambungan GIP Ø 1" bh 8,200.00

28 Macam2 Sambungan GIP Ø 1 1/4" bh 10,000.00




32 Macam2 Sambungan GIP Ø 2 1/2" bh 34,000.00



35 Pipa PVC RUCIKA type AW Ø 1/2" bt 21,800.00

36 Pipa PVC RUCIKA type AW Ø 3/4" bt 30,700.00

37 Pipa PVC RUCIKA type AW Ø 1" bt 38,200.00

38 Pipa PVC RUCIKA type AW Ø 1 1/4" bt 53,200.00








46 Pipa PVC MASPION ABU Ø 1/2" (AW) bt 12,750.00

47 Pipa PVC MASPION ABU Ø 3/4" (AW) bt 16,500.00

48 Pipa PVC MASPION ABU Ø 1" (AW) bt 22,500.00

49 Pipa PVC MASPION ABU Ø 1 1/4" (AW) bt 31,450.00







56 Pipa GI Diameter 0,5" bt 35,000.00


58 Pipa GI Diameter 1" bt 51,900.00







65 Knie PVC Diameter 0,5" bh 1,000.00

66 Knie PVC Diameter 0,75" bh 1,400.00

67 Knie PVC Diameter 1" bh 4,800.00


Satuan Bahan


1 2 3 4



71 Tee PVC Diameter 0,5" bh 1,400.00

72 Tee PVC Diameter 0,75" bh 1,800.00

73 Tee PVC Diameter 1" bh 3,600.00



76 Tee PVC Diameter 4" bh 900.00

77 Kran Diameter 0,5" bh 20,400.00

78 Fiet Kran Diameter 0,5" bh 32,000.00

79 Fiet Kran Diameter 0,75" bh 54,600.00

80 Fiet Kran Diameter 1" bh 91,500.00



83 Fiet Kran Diameter 4" bh 2,601,300.00

84 Macam2 Sambungan Paralon Ø 1/2" bh 5,400.00

85 Macam2 Sambungan Paralon Ø 3/4" bh 5,400.00

86 Macam2 Sambungan Paralon Ø 1" bh 14,900.00

87 Macam2 Sambungan Paralon Ø 1 1/4" bh 16,400.00



90 Macam2 Sambungan Paralon Ø 2" bh 17,000.00

91 Macam2 Samb. Paralon Ø 2 1/2" bh 17,000.00

92 Macam2 Samb. Paralon Ø 3" bh 41,000.00

93 Macam2 Samb. Paralon Ø 4" bh 47,800.00

94 Sambungan Pipa PVC Jenis AW 4 " TY bh 28,000.00

95 Lem Paralon bh 5,500.00

96 Solatip Leideng gl 1,950.00

97 Pipa PVC 4" berlobang jenis AW m1 26,600.00

L BAHAN SANITAIR

1 Stop Kran 1/2 " KIT bh 23,800.00

2 Stop Kran 3/4 " KIT bh 27,300.00

3 Stop Kran 1 " KIT bh 177,450.00

4 Stop Kran 1 1/2 " KIT bh 245,700.00

5 Stop Kran 2 " KIT bh 614,250.00

6 Stop Kran 2 1/2" KIT bh 696,150.00

7 Stop Kran 3 " KIT bh 61,300.00

8 Fiet kran 3/4" bh 54,600.00

9 Fiet kran 1" bh 71,000.00

10 Fiet kran 2" bh 200,000.00

11 Fiet kran 3" bh 431,300.00

12 Fiet kran 4" bh 712,500.00

13 Lem Paralon bh 5,400.00

Satuan Bahan


1 2 3 4

14 Double Neple 1/2 " bh 3,000.00

15 Water Mur 1/2 " bh 8,300.00

16 Gate Walve 1/2 " bh 34,000.00

17 Saringan Air Lt KM Stainless Steel bh 34,000.00

18 Apooer Bath Tube bh 196,000.00

19 Kran stain less Lokal Kait bh 36,000.00

20 Shower Dengan Tiang bh 184,200.00

21 Shower Tanpa Tiang bh 102,300.00

22 Kran Tembok Sun Eui dia. 1/2 " bh 68,250.00

23 Kran Tembok ITAP dia. 1/2 " bh 27,300.00

24 Kran Bebek Sun Eui 1/2 " bh 122,850.00

25 Kran Bebek ITAP 1/2 " bh 40,950.00

26 Kran Panas Dingin San Eui Standard bh 170,500.00

27 Bath Cape Washteren unit 1,633,800.00

28 Tempat Sabun Poslin bh 34,000.00

29 Wastafel Lengkap TOTO LW 230 unit 941,850.00

30 Wastafel Lengkap INA unit 511,800.00

31 Closet Duduk Poslin (INA) Lengkap set 1,706,250.00

32 Closet Jongkok Poslin (INA) bh 109,200.00

33 Closet Jongkok Teraso bh 60,350.00

34 Closet Jongkok Poslin warna TOTO unit 314,400.00

35 Closet Jongkok Standard Putih Poslin TOTO unit 150,150.00

36 Closet Jongkok Lengkap Sistem Jet TOTO unit 1,556,000.00

37 Closet Duduk Warna Standard TOTO C 240 Lengkap unit 1,433,000.00

38 Wastafel Bulat Warna Standard Lengkap unit 1,177,250.00

39 Closet Duduk Warna Standard lengkap INA bh 1,098,750.00

40 Urinoar Lengkap TOTO Warna Standard lengkap unit 1,276,200.00

41 Penyekat Poslin Urinoar TOTO lbr 344,000.00

42 Kitchen Zink Stainless Standard Lokal ( 1 Lobang ) bh 160,000.00

43 Kitchen Zink Stainless Non Standard Franke ( 1 Lobang ) bh 200,000.00

44 Kitchen Zink Stainless Non Standard Franke ( 2 Lobang ) bh 225,000.00

45 Selotip bh 1,300.00

46 Bak Mandi Teraso bh 204,000.00

47 Bak Mandi Fiber Glass 60 x 6 bh 95,500.00

48 Floordrain stainless bh 20,000.00

M BAHAN PENUTUP ATAP

1 Atap Plastik Gelombang 80 x 180 lbr 18,000.00

2 Atap Fiber Glass Tipis 80 x 180 (gelombang) lbr 32,500.00

3 Atap Fiber Glass Tebal 80 x 180 (gelombang) lbr 64,000.00

4 Atap Aluminium Natural USR 26 ( JAINDO ) m² 111,000.00

5 Atap Aluminium Warna USR 26 ( JAINDO ) m² 127,500.00

6 Atap Asbes Gel. Kecil 4 mm 80 x 180 lbr 36,000.00

7 Bubung Asbes lbr 22,000.00

Satuan Bahan


1 2 3 4

8 Atap Asbes Gel. 4 mm 90 x 180 lbr 40,000.00

9 Atap Asbes Gel. 5 mm 90 x 180 lbr 46,000.00

10 Atap Asbes Gel. Besar 5 mm 90 x 240 lbr 68,700.00

11 Atap Tegola Kubota, lengkap m² 387,600.00

13 Atap Tegola Kwalitas Sedang m² 200,000.00

14 Aluminium foile m² 6,000.00

15 Atap Genteng Plentong pres Bakar KW 1 bh 950.00

16 Atap Genteng Plentong pres Molen Oven KW1 bh 1,200.00

17 Atap Genteng Flam pres Molen Oven Jatiwangi bh 750.00

18 Genting Morando bh 1,600.00

19 Bubung Genteng pres Bulat Ex Jatiwangi bh 3,500.00

20 Genteng Bubungan Ex Jatiwangi Segi Tiga bh 2,800.00

21 Genteng Bubungan Beton bh 3,300.00

22 Genteng Beton Warna 14,5/m2 bh 5,300.00

23 Genteng Beton Natural bh 16,350.00

24 Genteng Metal ( Rainbow Roof ) m² 170,550.00

25 Genteng Metal Hana m² 123,750.00

26 Nok Atas Metal ( Rainbow Roof ) m1 111,800.00

27 Nok Atas Metal Hana m1 60,000.00

28 Nok Pinggir Metal ( Rainbow Roof ) m1 77,700.00

29 Nok Pinggir Hana m1 60,000.00

30 Wall Flashing ( Rainbow Roof ) m1 77,700.00

31 Wall Flashing Hana m1 60,000.00

32 Atap Genteng Beton Warna 14,5/m2 m² 70,900.00

33 Genteng Beton Natural m² 16,350.00

34 Sirap Kelas I ( 80 / m2 ) bh 750.00

35 Sirap m² 136,500.00

36 Genteng Keramik bh 6,100.00

37 Genteng Keramik Natural Intan 14,5 / m2 m² 78,000.00

38 Genteng Keramik Glasur Standard 14,5 / m2 m² 87,750.00

39 Genteng Keramik Glasur Special 14,5 / m2 m² 93,000.00

40 Genteng Keramik Glasur Premium 14,5 / m2 m² 104,650.00

41 Genteng Murando Natural 1m2 = 18 bh bh 1,650.00

42 Genteng Murando Glasur 1m2 = 20 bh bh 3,500.00

43 Genting Magas bh 1,050.00

44 Genteng Super Roof Multicolor m² 148,000.00

45 Bubung Murando Natural bh 2,800.00

46 Bubung Murando Glasur bh 6,900.00

47 Bubungan Genteng Keramik bh 6,650.00

48 Bubungan Genteng Palentong bh 1,600.00

49 Bubungan Genteng Murando bh 5,450.00

50 Bubungan asbes bh 20,400.00

51 Bubungan Genting Flam bh 1,700.00

52 Bubungan Genting Magas eks banjar bh 1,950.00

Satuan Bahan


1 2 3 4

53 Bubungan Genteng Super Roof Multicolor bh 60,375.00

54 Genteng Aspal bh

55 Genteng Kodok bh 2,000.00

56 Bubungan Genteng Kodok bh 1,950.00

N BAHAN MEKANIKAL

1 Jockey Pump kap. 80 gln / menit 100 m1 ( 18,6 kW ) unit 47,775,000.00

2 Electrical Pump kap. 750 gln / menit 120 m1 ( 90 kW ) unit 163,800,000.00

3 Diesel Pump kap. 750 gln / menit 120 m1 ( 105 kW ) unit 409,500,000.00

4 Presure Tank kap. 500 liter lengkap unit 23,887,500.00

5 Hydran Box dalam Gedung (lengkap) unit 4,231,500.00

6 Fire House 1.5 x 30 m + nose unit 3,412,500.00

7 Exhouse Fan H 360 W 60 x 60 cm unit 4,777,500.00

8 Exhouse Fan H 380 W CFM 55 x 55 cm unit 4,231,500.00

9 Exhouse Fan H 100 W 40 x 40 cm unit 819,000.00

10 AC Split 3 PK Setara TOSHIBA unit 11,943,750.00



13 Mesin AC Split DAIKIN ( Indoor / Outdoor Unit ) 1 BTU 1,950.00

14 AC Split 1 PK Setara Canghong unit 3,500,000.00

15 AC Split 2 PK Setara Canghong unit 4,500,000.00

O BAHAN ELEKTRIKAL 1.5

1 Kabel NYA 1x 1.5 Prima (1 rol = 50 m') ROLL 48,300.00

2 Kabel NYA 1x 2.5 Prima (1 rol = 50 m') ROLL 77,300.00

3 Kabel NYM 2 x 1.5 Prima (1 rol = 50 m') m' 3,700.00





8 Kabel NYM 2 x 4 Prima (1 rol = 50 m') m' 6,700.00









18 Kabel NYY 2 x 4 Prima (1 rol = 50 m') m' 8,500.00





Satuan Bahan


1 2 3 4






28 Kabel Tembaga Kg 33,800.00

29 Kabel Tik 2 10 mm m' 4,200.00

30 NSFB FUJI EA - 100 A bh 522,000.00

31 NSFB FUJI EA - 150 A bh 1,350,000.00

32 Rumah Panel 30 x 60 cm (kosong) unt 70,000.00

33 Skring Kas 2 grop Biasa unt 106,200.00



36 MCB Mercury bh 55,200.00

37 MCB 1 PAS bh 31,200.00

38 MCB 3 PAS bh 52,750.00

39 Tahanan 50 A Merk Fuji bh 318,000.00

40 Saklar Tunggal Biasa bh 3,600.00

41 Saklar Ganda Biasa bh 6,000.00

42 Saklar Magnet 25 PK bh 798,500.00

43 Saklar Broko Tunggal Standard ( 1 Phase ) bh 9,800.00

44 Saklar Broko Seri Standard ( 1 Phase ) bh 14,200.00

45 Stop Kontak Biasa bh 6,000.00

46 Stop Kontak Putar bh 19,750.00

47 Stop Kontak Broko Standard ( 1 Phase ) bh 14,000.00

48 Stop Kontak Broko 3 Phase ( Out Bow ) bh 54,600.00

49 Stop Kontak Broko 3 Phase ( In Bow ) bh 93,125.00

50 Stop Kontak Handle 3 Phase bh 56,500.00

51 Instalasi Titik Lampu / Stop Kontak ( Upah dan Alat ) ttk 61,500.00

52 Lampu pijar 25 Watt s/d 100 Watt bh 4,950.00

53 Lampu Neon TL Philip 20 W bh 11,000.00

54 Lampu Neon TL Philip 40 W bh 15,200.00

55 Trapo TL 20 W ( Philip ) bh 20,500.00

56 Trapo TL 40 W ( Philip ) bh 22,550.00

57 Trapo TL 20 W ( Sinar ) bh 21,400.00

58 Trapo TL 40 W ( Sinar ) bh 20,350.00

59 Trapo Ballas bh 241,375.00

60 Stater Neon Philip bh 3,450.00

61 Stater Neon Biasa bh 1,400.00

62 Rumah TL In Bow / Out Bow 2 x 20 W ( Kosongan ) bh 70,200.00

63 Down Light + SL 25 W bh 185,500.00

64 Lampu SL Philip 25 W bh 66,500.00

65 Lampu Sirkel TL 20 W Lengkap bh 42,500.00

66 Lampu Mercuri 80 W bh 86,000.00

Satuan Bahan


1 2 3 4

67 Lampu Mercuri 250 W bh 157,000.00

68 Lampu Son 150 W bh 160,000.00

69 Lampu Taman + Tiang + Lampu 1 Buah bh 484,350.00

70 Lampu Baret 30 cm + Neon bh 65,000.00

71 Lampu Neon Arcrilik 2 x 40 W lengkap bh 14,150.00

72 Pentanahan Penangkal Petir ttk 273,500.00

73 Pentanahan Panel ttk 118,200.00

74 Pipa Penangkal Petir bh 21,150.00

75 Box Sekering set 81,250.00

76 Box Lampu Mercury bh 30,300.00

77 Terminal Kabel bh 18,150.00

78 Tangkai Box lampu 3 m bh 278,000.00

79 Stainless steel m 11,000.00

80 Capasitor bh 70,000.00

81 Link Buckle bh 4,500.00

82 Stoping Buckle bh 1,750.00

83 Wed Clem bh 12,000.00

84 Tiang Besi 7m bh 1,741,000.00

85 Ignitor SN bh 105,000.00

86 Tap Connector bh 8,750.00

87 Foto Cell 6 Ampere bh 100,000.00

P BAHAN ALAT PENGANTUNG DAN KUNCI

1 Kunci Silinder ALFA untuk Pintu Alumunium bh 204,750.00

2 Tarikan Pintu bh 23,000.00

3 Kunci 2 Slaag ROYAL bh 61,350.00

4 Rel Henderson Lengkap bh 618,300.00

5 Rel Maraton I Pintu unt 64,800.00

6 Kunci 2 Slaag Silinder SEIS Asli type 210 s/d type 226 bh 192,000.00

7 Kunci 2 Slaag Ancor Asli bh 88,600.00

8 Kunci 2 Slaag ISO bh 102,300.00

9 Kunci KM Bulat Kualitas Biasa bh 40,950.00

10 Kunci KM Bulat Sekwalitas ALFA bh 26,900.00

11 Kunci 2 Slaag Silinder Utama Standard bh 170,500.00

12 Kunci Gembok bh 10,300.00

13 Kunci tanam Slaag Royal bh 87,350.00

14 Kunci tanam Slaag Ancor bh 68,250.00

15 Kunci 2 Slaag Kuda Terbang bh 65,600.00

16 Kunci Jendela bh 6,500.00

17 Espangolet ps 51,200.00

18 Grendel Hitam Biasa 15 cm bh 6,750.00

19 Grendel 15 cm bh 10,900.00

20 Grendel 5 cm biasa bh 2,700.00

21 Hak Angin Kait Jendela Biasa ps 6,750.00

Satuan Bahan


1 2 3 4

22 Hak Angin Jendela Antik ps 16,350.00

23 Hak Angin Sendok Stainless / Kuningan bh 17,500.00

24 Nako Lengkap Tralis 1 Daun dn 13,650.00

25 Sloot Pintu berikut Rantai bh 23,800.00

26 Sloot Jendela Tunggal bh 8,850.00

27 Engsel Pintu Biasa bh 12,200.00

28 Engsel Pintu Unilon Standard ps 18,300.00

29 Engsel Jendela Biasa bh 7,400.00

30 Engsel Jendela Unilon ps 8,850.00

31 Engsel Patrun ps 5,450.00

32 Engsel Harmonika m1 11,500.00

33 Engsel Floring unit 450,000.00

34 Door Closer Kelas Standard ( Kelas Sedang ) unt 129,600.00

35 Door Closer Kelas Standard ( Kelas Baik ) unt 477,750.00

36 Door Closer Kelas Rendah unt 109,200.00

37 Tarikan Almari Rata - rata bh 9,500.00

38 Seng BJLS 30 lebar 60cm (1 rol 50 m' ) m1 23,900.00

39 Seng BJLS 30 lebar 90cm (1 rol 50 m' ) m1 30,700.00

40 Reiling Tangga Stainlessteel m' 160,000.00

Q BAHAN PENGIKAT UNTUK KONTRUKSI JALAN

1 Hotmix Jadi berikut alat dan bahan bakar ( T = 5 cm => 9 m2 ) ton 546,000.00

2 Aspal ( ESO ) 1 Drum 150 Kg kg 5,100.00

3 Aspal Curah kg 3,650.00

4 Aspal RC 70 ( Cilacap ) kg 4,875.00

5 Aspal Bitumen * M061 kg 4,875.00

6 As Buton *M062 kg 1,500.00

7 Minyak Fluk *M063 Lt 6,375.00

8 Minyak Aspal *M064 Lt 1,550.00

9 Minyak Tanah *M065 Lt 3,000.00

R BAHAN PENGHISAP AIR SUMUR DALAM

1 Pompa Kodok unit 171,000.00

2 Pompa Dragon Tegal unit 155,700.00

3 Pompa Dragon Asli unit 341,250.00

4 Mesin Pompa Air 100 W - Sanyo unit 1,149,300.00

5 Mesin Pompa Air 150 W - Sanyo unit 1,684,400.00

6 Pompa Zet pump 250 W - Sanyo unit 5,812,300.00

7 Pompa Zet pump 450 W - Sanyo unit 6,882,500.00

8 Pompa Submersible kap. 150 liter/menit 3 kW unit 25,252,500.00

9 Gear Pump kap. 60 liter/menit unit 12,332,500.00

10 Deep Well dengan kelengkapannya kap. 150 liter/menit unit 211,575,000.00

11 Hand Oil Pump unit 4,299,750.00

Satuan Bahan


1 2 3 4

S BAHAN PENAMPUNG AIR

1 Tangki Air Fiber Glass 0.5 m3 ( Excel ) bh 450,000.00

2 Tangki Air Fiber Glass 1 m3 ( Excel ) bh 700,000.00

3 Tangki Air Fiber Glass 2 m3 ( Excel ) bh 1,500,000.00

4 Bak Taraso WC 40 x 40 bh 27,500.00

5 Bak KM Taraso 60 x 60 bh 67,500.00

T BIAYA QUALITY CONTROL , IZIN - IZIN, PENGUKURAN

DAN BIAYA PENYAMBUNGAN

1 Penyambungan Listrik PLN 1w dihitung

2 IMB Bertingkat Rata - rata (Rumah ) m² dihitung

3 IMB Bertingkat Rata - rata (Kantor) m² dihitung

4 IMB tidak bertingkat Rata - rata (Rumah / Kantor) m² dihitung

5 IMB Bertingkat Rata - rata (untuk Usaha) m² dihitung

6 IMB tidak bertingkat Rata - rata (untuk Usaha) m² dihitung

7 Sondir Rata - rata 1 ttk dihitung

8 Pengukuran Site + Patok m² dihitung

9 Biaya Tes Jalan ( quality control ) ttk dihitung

10 Biaya Tes 1 Macam Beton 1 spl dihitung

11 Biaya Pengujian Bahan Agregat 1 spl dihitung

12 Biaya Pengujian Listrik + gambar + trafo & Adm 1 watt dihitung

13 Izin Sumur Artesis Lengkap unit dihitung

14 Penyambungan PDAM untuk rumah unit dihitung

15 Geolistrik 1 ttk dihitung

16 Geolistrik 1 ttk dihitung

U ALAT TUKANG.

1 Palu 0,5 kg bh 25,000.00

2 Cangkul bh 27,500.00

3 Singkup bh 33,500.00

4 Sekrop bh 42,000.00

5 Pengki bh 2,100.00

6 Linggis bh 25,000.00

7 Rool Meter 30 meter ( Bahan Plastik ) bh 55,000.00

8 Rool Meter 5 meter ( Bahan Besi ) bh 12,250.00

9 Selang Plastik untuk Water Pas dia. 0.5 cm bh 1,200.00

10 Water Pas Alumuniumm 60 cm bh 62,000.00

V STANDARD RATA - RATA SEWA ALAT BESAR , ALAT MEKANIK

TRUK, KENDARAAN RODA 4 & LAINNYA

1 Sewa Mesin Gilas 8 Ton s/d 10 ton hari 184,275.00

2 Tirud Roller 3 Jam / hari hari 202,600.00

3 Tamdam Roller 6 - 8 Ton 5 Jam / hr hari 300,000.00

4 Tamdam Roller 8 - 10 Ton 5 Jam / hr hari 282,000.00

Satuan Bahan


1 2 3 4

5 Roller Viberator - Ped 1 Ton 4 Jam /hr hari 258,000.00

6 Roller Viberator - Self 7 Ton 5 Jam /hr hari 307,000.00

7 Roller 3 Wheeled - 8 Ton 5 Jam /hr hari 178,000.00

8 Roller Pneumatic 8 - 15 Ton 5 Jam /hr hari 307,000.00

9 Loader Wheeled 5 Jam /hr hari 430,000.00

10 Sewa Kran 30 Ton hari 2,211,000.00

11 Sewa Exavator Backhoe 5 Jam /hari hari 645,000.00

12 Sewa Draklint jam 153,000.00

13 Whell Loader jam 184,000.00

14 Buldozer 4 Jam /hr hari 706,000.00

15 Ecavator Hydr 1 m3 hari 675,000.00

16 Backu hari 104,000.00

17 Motor Grader 5 Jam /hr jam 644,000.00

18 Pheumatic Drill Hammer 3 Jam / hr hari 215,000.00

19 Vibro Roller hari 184,000.00

20 Stone Crusher hari 215,000.00

21 AMP hari 276,000.00

22 Teractor Equament 2 Jam /hr hari 92,000.00

23 Screning Plent 5 Jam /hr hari 368,000.00

24 Asphal Finisher hari 276,000.00

25 Asphal Melting Kalte hari 153,500.00

26 Asphal Spayer hari 123,000.00

27 Asphal MIxing Plant hari 276,000.00

28 Sprayer,Self - Prop. 10001 4 Jam/hr hari 307,000.00

29 Stamper, Viberator Plate 3 Jam /hari hari 245,000.00

30 Crusher / SCR hari 921,000.00

31 Concrete Mixer 0.125 m3 hari 73,000.00

32 Concrete Mixer 0.5 m3 hari 105,000.00

33 Concrete Viberator hari 73,000.00

34 Pick Up hari 215,000.00

35 Dump Truck 3.5 Ton hari 307,000.00

36 Dump Truck 5 Ton 4 Jam /hr hari 368,500.00

37 Flatbed Truck 3.5 Ton hari 294,800.00

38 Truck 3/4 ( Colt Disel ) hari 307,000.00

39 Truck Fuso hari 737,000.00

40 Mesin Las Listrik 18 pk 8 jam hari 122,800.00

41 Mesin Pompa Air 3 " hari 92,000.00

42 Stamper 8 Jam hari 98,300.00

43 Compresor Air hari 92,000.00

44 Pump Water ( 5 cm ) 30 m3 / hari hari 61,400.00

45 Trailler, Towed 1 Ton 3 Jam/hr hari 61,400.00

46 Water Tank Truck 2 Jam/hr hari 184,300.00

W BAHAN BAKAR DAN PELUMAS

1 Minyak Tanah lt 3,250.00

2 Kapur Bakar *M081 m³ 101,650.00

3 Kayu Bakar *M070 m³ 45,000.00

4 Bahan Bakar Residu lt 650.00

Satuan Bahan


1 2 3 4

5 Minyak Solar lt 5,500.00

6 Bensin Premium lt 5,850.00

7 Plus Oil lt 1,050.00

8 Minyak Pelumas lt 23,800.00

9 Elpiji / botol 15 kg 81,900.00

10 Asitilin / botol 15.1 kg 69,550.00

11 Angin ( 02 ) / botol btl 44,300.00

12 Kawat Las Listrik kg 13,650.00

13 Karbit kg 6,750.00

14 Aspal ltr 4,875.00

15 Aspal Kemas Pand Grade 60/70 Drum 583,450.00

772 Pintu Air Sorong 50 x 50 cm

773 Pintu Air Double Stang 1 x 2 Meter

774 Pintu Air Double Stang 1,5 x 2 Meter

775 Pintu Air Double Stang 1 x 2,5 Meter

776 Pintu Air Double Stang 1,5 x 2,5 Meter

777 Pintu Air Stang Tunggal 1x 1,5 Meter

778 Pintu Air Stang Tunggal 0,5 x 1 Meter

X BAHAN FASILITAS LALU LINTAS

1 Rambu Jalan Uk. 45 x 45 cm bh 305,000.00



4 RPPJ Uk. 105 x 140 cm bh 1,781,250.00

5 RPPJ Uk. 120 x 160 cm bh 2,139,500.00

6 Pagar Pengaman Jalan bh 605,600.00

7 Marka Jalan (Road Marking) Uk. 0,2 x 12 cm m 27,300.00

8 Paku Marka uk. 2 x 10 x 10 cm bh 233,750.00

9 Paku Marka uk. 2 x 10 x 12 cm bh 242,200.00

10 Apill (Trafic Light)-Simpang Tiga unit 101,124,000.00

11 Apill (Trafic Light)-Simpang Empat unit 120,601,000.00

12 Lampu Peringatan (Warning Light) unit 54,315,000.00

13 Patok Tikungan (dilineator) bahan plastik bh 399,200.00

14 Patok Tikungan (dilineator) pipa besi bh 300,300.00

15 Cermin Tikungan unit 4,692,000.00

16 Kerucut Lalu Lintas Uk. 90 cm bh 315,650.00



19 Timbangan Portable unit 637,105,200.00

20 Peralatan PKB otomatik unit 7,556,145,800.00

21 Peralatan PKB semi otomatik unit 4,800,597,000.00

22 Peralatan Uji Pemeriksaan dan Pengawasan Kb di Jalan unit 4,275,343,800.00

Harga Satuan Pekerjaan Halaman : 25+3

Trotoarisasi danPenataan Alun-alun Langensari

HARGA SATUAN PEKERJAAN

NO. URAIAN JUMLAH

1 2 3

A.01.06 1 M1 PENGUKURAN DAN PASANGAN BOUWPLANK 28,540.00

A.01.07 1 M2 PEMBUATAN DIREKSI KEET DAN LOS BAHAN 212,950.00

A.01.10 1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN 5,360.00

A.01.12 1 M3 BONGKARAN BETON BERTULANG 217,240.00

A.01.13 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 21,710.00

A.01.16 1 M2 PAPAN NAMA PROYEK 75,500.00

A.02.01 1 M3 GALIAN TANAH BIASA KEDALAMAN MAX 1 M 13,970.00





A.02.06 1 M3 GALIAN TANAH KERAS SEDALAM 1 METER 21,800.00

A.02.07 1 M3 GALIAN TANAH CADAS SEDALAM 1 METER 43,650.00

A.02.08 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER 28,770.00

A.02.09 1 M2 PEKERJAAN STRIPING TANAH SETINGGI 1 METER 1,740.00

A.02.10 1 M3 PEMBUANGAN TANAH SEJAUH 150 METER 17,940.00

A.02.11 1 M3 URUGAN TANAH KEMBALI 6,690.00

A.02.12 1 M3 PEMADATAN TANAH 10,470.00

A.02.13 1 M3 URUGAN PASIR 82,140.00

A.02.14 1 M3 LAPISAN PUDEL CAMPURAN 1 KP : 3 PS : 7 TL 101,310.00

A.02.15 1 M3 LAPISAN PUDEL CAMPURAN 1 KP : 5 TL 97,730.00

A.02.16 1 M3 LAPISAN PUDEL CAMPURAN 1 KP : 5 TS 137,330.00

A.02.17 1 M3 PEMASANGAN LAPISAN IJUK 21,070.00

A.02.18 1 M3 URUGAN SIRTU 116,830.00

A.02.19 1 M2 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CM 67,800.00

A.02.20 1 M3 PEKERJAAN GALIAN TANAH SUMURAN MAX KEDALAMAN 10 M' 35,950.00

A.02.22 1 M3 PENIMBUNAN TANAH DIPADATKAN (TANAH DARI LUAR) 37,810.00

A.02.23 1 M2 PASANGAN LEMPENGAN RUMPUT SAMPAI TUMBUH 10,890.00

A.03.02 1 M3 PASANG PONDASI BATU KALI 1 Pc : 2 Ps 499,130.00




A.03.13 1 M3 PASANG PONDASI BATU KOSONG 171,160.00

A.03.14 1 M3 PASANG PONDASI SUMURAN DIAMETER 100 CM 1,117,010.00

A.03.15 1 M3 PASANG PONDASI SIKLOP 40% BATU KALI 564,960.00

A.03.16 1 M1 PEMBUATAN TIANG PANCANG (40 X 40) CM, BETON BERTULANG 636,530.00

A.03.17 1 M1 PEMBUATAN TIANG PANCANG (35 X 35) CM, BETON BERTULANG 470,300.00

A.03.18 1 M3 PASANGAN BATU BRONJONG 182,180.00

A.03.20 1 M3 PASANGAN BATU TEMPEL+ SIARAN 166,850.00

A.03.21 1 M3 PASANGAN BATU HITAM 184,670.00

A.04.05 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc : 5 Ps 97,380.00

A.04.09 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc : 2 Ps 56,130.00



1 2 3




A.04.18 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB.20) 76,700.00



A.04.25 1 M2 PASANGAN DINDING DINDING ROSTER/TERAWANG (12X11X24) 887,790.00

A.04.27 1 M2 PASANGAN DINDING ANYAMAN BAMBU, RANGKA KAYU 30,190.00

A.05.02 1 M2 PASANGAN PLESTERAN 1 Pc : 2 Ps, TEBAL 15 MM + ACIAN 23,360.00

A.05.03 1 M2 PASANGAN PLESTERAN 1 Pc : 3 Ps, TEBAL 15 MM 21,260.00















A.05.31 1 M2 PASANGAN PLESTERAN SKONING 1 Pc : 2 Ps, TEBAL 15 MM 6,370.00

A.05.34 1 M2 PASANGAN PLESTERAN CIPRAT, 1 Pc : 2 Ps 17,860.00

A.05.35 1 M2 PASANGAN PLESTERAN SIAR ADUKAN 1 Pc : 2 Ps 13,540.00

A.05.36 1 M2 ACIAN PC 13,820.00

A.06.01 1 M2 PASANGAN KUSEN PINTU DAN JENDELA KAYU JATI 9,203,970.00

A.06.02 1 M3 PASANGAN KUSEN PINTU DAN JENDELA KAYU KAMPER BANJAR 6,874,720.00

A.06.03 1 M3 PASANGAN KUSEN PINTU DAN JENDELA KAYU KAYU LOKAL KLS II 3,305,220.00

A.06.04 1 M2 PASANGAN PINTU KLAMP KAYU KAYU LOKAL KLS II 146,440.00

A.06.05 1 M2 PASANGAN PINTU PANEL KAYU JATI 488,810.00

A.06.06 1 M2 PASANGAN PINTU PANEL KAYU KAMPER BANJAR 386,510.00

A.06.07 1 M2 PASANGAN PINTU PANEL KAYU LOKAL KLS II 241,750.00

A.06.08 1 M2 PASANGAN PINTU DAN JENDELA KACA KAYU JATI 416,870.00

A.06.09 1 M2 PASANGAN PINTU DAN JENDELA KACA KAYU KAMPER BANJAR 327,360.00

A.06.10 1 M2 PASANGAN PINTU DAN JENDELA KACA KAYU KAYU LOKAL KLS II 200,690.00

A.06.11 1 M2 PASANGAN PINTU DAN JENDELA JALUSI KAYU JATI 722,450.00

A.06.12 1 M2 PASANGAN PINTU DAN JENDELA JALUSI KAYU KAMPER BANJAR 558,770.00

A.06.13 1 M2 PASANGAN PINTU DAN JENDELA JALUSI KAYU LOKAL KLS II 327,150.00

A.06.14 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI 375,880.00

A.06.15 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR 325,750.00

A.06.16 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU LOKAL KLS II 254,820.00

A.06.17 1 M2 PASANGAN JALUSI MATI KUSEN KAYU JATI 623,760.00

A.06.18 1 M2 PASANGAN JALUSI MATI KUSEN KAYU KAMPER 470,310.00



1 2 3

A.06.19 1 M2 PASANGAN JALUSI MATI KUSEN KAYU LOKAL KLS II 253,170.00

A.06.20 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU LOKAL KLS II 276,820.00

A.06.21 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKA KAYU JATI 379,980.00

A.06.22 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR 329,860.00

A.06.23 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKA KAYU LOKAL KLS II 258,930.00

A.06.24 1 M2 PASANG PINTU POLYWOOD & FORMIKA RANGKAP, RANGKA KAYU JATI 488,310.00

A.06.25 1 M2 PASANG PINTU POLYWOOD & FORMIKA RANGKA KAYU KAMPER BANJAR 438,180.00

A.06.26 1 M2 PASANG PINTU POLYWOOD & FORMIKA RANGKA KAYU LOKAL KLS II 345,250.00

A.06.27 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI 420,270.00

A.06.28 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU KAMPER BANJAR (DIVERNIS) 378,950.00

A.06.29 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU LOKAL KLS II (DIVERNIS) 308,010.00

A.06.30 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI 556,720.00

A.06.31 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU KAMPER BANJAR 579,360.00

A.06.32 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU LOKAL KLS II 413,660.00

A.06.33 1 M3 PASANG KONSTRUKSI KUDA - KUDA KAYU JATI 9,928,270.00

A.06.34 1 M2 PASANG KONSTRUKSI KUDA - KUDA KAYU KAMPER BANJAR 6,389,020.00

A.06.35 1 M2 PASANGAN KONSTRUKSI KUDA - KUDA KAYU KAYU LOKAL KLS II 2,819,520.00

A.06.36 1 M3 PASANG KONSTRUKSI KUDA - KUDA KAYU KRUING 4,090,020.00

A.06.37 1 M3 PASANG KASO + RENG GENTENG PALENTONG KAYU KAMPER 77,760.00

A.06.38 1 M3 PASANG KASO + RENG GENTENG PALENTONG KAYU KAYU LOKAL KLS II 44,530.00

A.06.39 1 M3 PASANG KASO + RENG GENTENG BETON KAYU KAYU LOKAL KLS II 43,110.00

A.06.40 1 M3 PASANG KASO + RENG ATAP SIRAP KAYU KAMPER BANJAR 102,510.00

A.06.41 1 M3 PASANG KASO + RENG ATAP SIRAP KAYU KAYU LOKAL KLS II 46,650.00

A.06.42 1 M3 PASANG RANGKA LANGIT - LANGIT (1,00 x 1,00) m, KAYU JATI 110,310.00

A.06.43 1 M3 PASANG RANGKA LANGIT - LANGIT (1,00 x 1,00) m, KAYU KAMPER 84,900.00

A.06.44 1 M3 PASANG RANGKA LANGIT - LANGIT (1,00 x 1,00) m, KAYU KAYU LOKAL KLS II 44,970.00

A.06.45 1 M2 PASANG LISPLANG UKURAN (3 x 20) cm, KAYU JATI 66,990.00

A.06.46 1 M2 PASANG LISPLANG UKURAN (3 x 20) cm, KAYU KAMPER BANJAR 56,260.00

A.06.47 1 M2 PASANG LISPLANG UKURAN (3 x 20) cm, KAYU LOKAL KLS II 30,210.00

A.06.48 1 M2 PASANG LISPLANG UKURAN (3 x 30) cm, KAYU JATI 108,580.00

A.06.49 1 M2 PASANG LISPLANG UKURAN (3 x 30) cm, KAYU KAMPER BANJAR 80,450.00

A.06.50 1 M2 PASANG LISPLANG UKURAN (3 x 30) cm, KAYU LOKAL KLS II 40,640.00

A.06.51 1 M2 PASANG LISPLANG UKURAN 2 x (3 x 20) cm, KAYU KAMPER BANJAR 107,550.00

A.06.52 1 M2 PASANG LISPLANG UKURAN 2 x (2 x 20) cm, KAYU KAMPER BANJAR 62,460.00

A.06.53 1 M2 PASANG LISPLANG UKURAN 2 x (2 x 20) cm, KAYU LOKAL KLS II 31,820.00

A.06.54 1 M2 PASANG RANGKA DINDING PEMISAH KAYU KAMPER BANJAR 182,260.00

A.06.55 1 M2 PASANG RANGKA DINDING PEMISAH KAYU KAYU LOKAL KLS II 85,570.00

A.06.56 1 M2 PASANG DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR 182,260.00

A.06.57 1 M2 PASANG DINDING PEMISAH POLYWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR 276,230.00

A.06.58 1 M2 PASANG POLYWOOD TEBAL 4 mm, UNTUK DINDING 70,110.00

A.06.59 1 M1 PASANG LIST PLAFOND PROFIL KAYU KAMPER BANJAR 4/4 CM 6,230.00

A.06.60 1 M1 PASANG LIST PLAFOND PROFIL KAYU LOKAL KLS II 4/4 4,150.00

A.06.61 1 M2 PASANGAN PINTU PANEL KAYU LOKAL KLS II LAPIS ALUMUNIUM 330,520.00

A.07.01 1 M3 MEMBUAT BETON TUMBUK, 1 Pc : 3 Ps : 5 Kr 490,330.00

A.07.05 1 M3 MEMBUAT BETON BERTULANG 1 Pc : 2 Ps : 3 Kr 490,880.00

A.07.13 1 M3 MEMBUAT BETON BERTULANG 1 Pc : 2 Ps : 3 Kr 669,660.00



1 2 3

A.07.25 1 Kg PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR 9,920.00

A.07.28 1 m2 PASANG BEKISTING UNTUK PONDASI 75,150.00

A.07.29 1 m2 PASANG BEKISTING UNTUK SLOOF 31,880.00

A.07.30 1 m2 PASANG BEKISTING UNTUK KOLOM 40,000.00

A.07.31 1 m2 PASANG BEKISTING UNTUK BALOK 169,670.00

A.07.32 1 m2 PASANG BEKISTING UNTUK LANTAI 340,870.00

A.07.33 1 m2 PASANG BEKISTING UNTUK DINDING 380,240.00

A.07.34 1 m2 PASANG BEKISTING UNTUK TANGGA 212,070.00

A.07.35 1 M3 MEMBUAT BETON DENGAN MUTU K 225 824,940.00

A.07.36 1 M3 MEMBUAT BETON DENGAN MUTU K 275 845,570.00

A.07.37 1 M2 PASANG TANGGA PENGECORAN 77,150.00

A.07.38 1 M3 MEMBUAT PONDASI BETON BERTULANG (150 kg BESI + BEKISTNG) 2,370,890.00

A.07.47 1 M3 MEMBUAT SLOOF 10/15 (202 Kg Besi + Bekesting) 3,098,860.00

DENGAN TULANGAN 4 BATANG DIA 10 BEUGEL DIA 6 JARAK 20 CM

A.07.48 1 M3 MEMBUAT SLOOF 12/15 (257,778 Kg Besi + Bekesting) 3,504,620.00


A.07.49 1 M3 MEMBUAT SLOOF 12/15 (170.78 Kg Besi + Bekesting) 2,739,040.00


A.07.50 1 M3 MEMBUAT SLOOF 15/20 (180,8889 Kg Besi + Bekesting) 2,730,760.00


A.07.51 1 M2 PAS. LANGIT-LANGIT BILIK 2,167,570.00


A.07.52 1 M3 MEMBUAT KOLOM 12/12 (314.0964 Kg Besi + Bekesting) 4,036,690.00




A.07.54 1 M3 MEMBUAT KOLOM 15/15 (211,5556 Kg Besi + Bekesting) 3,292,350.00


















A.07.64 1 M3 MEMBUAT RING BALK 10/15 (202 Kg Besi + Bekesting) 3,147,480.00




1 2 3

A.07.65 1 M3 MEMBUAT RING BALK 10/15 (202 Kg Besi + Bekesting) 3,147,480.00


A.07.66 1 M3 MEMBUAT BALOK 12/15 (217.7900 Kg Besi + Bekesting) 3,383,670.00


A.07.67 1 M3 MEMBUAT RING BALK 15/15 (211,5556 Kg Besi + Bekesting) 3,037,090.00


A.07.68 1 M3 MEMBUAT RING BALK 15/15 (139.550 Kg Besi + Bekesting) 2,403,440.00








A.07.72 1 M3 MEMBUAT RING BALK 15/25 ( 97.423 Kg Besi + Bekesting) 2,032,720.00




A.07.75 1 M3 PEK. PLAT BETON BERTULANG, TULANGAN 1 LAPIS DIA.10 JARAK 10 cm TEBAL 10 cm 2,515,650.00




A.07.79 1 M3 PEK. PLAT BETON BERTULANG, TULANGAN 2 LAPIS DIA.16-17.5CM DAN DIA. 10-12.5 cm TEBAL 20 cm 2,766,580.00

A.08.02 1 M2 PASANG ATAP GENTENG PALENTONG 41,150.00

A.08.03 1 M2 PASANG ATAP GENTENG MORANDO NATURAL (18 BH) 40,120.00

A.08.05 1 M2 PASANG BUBUNG GENTENG PALENTONG 41,030.00

A.08.06 1 M2 PASANG BUBUNG GENTENG MORANDO NATURAL 44,550.00

A.08.11 1 M2 PASANG ATAP ASBES GELOMBANG (1,80 x 0,90m) x 5 mm 56,030.00

A.08.12 1 M2 PASANG ATAP ASBES GELOMBANG (0,80 x 1,80m) x 5 mm 18,350.00

A.08.13 1 M2 PASANG ATAP ASBES GELOMBANG (0,90m x 1,80m) x 4 mm 36,620.00

A.08.14 1 M' PASANG NOK ASBES GELOMBANG , 4 mm 31,200.00

A.08.30 1 M2 PASANG ATAP GENTENG BETON 50,800.00

A.09.02 1 M2 LANGIT - LANGIT ETERNIT (1,00 x 1,00) m , TEBAL 4 mm 14,430.00

A.09.24 1 M2 LANGIT - LANGIT GYPSUM BOARD, TEBAL 9 mm 27,930.00

A.10.01 MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK 1,388,090.00

A.10.02 MEMASANG 1 BUAH KLOSET JONGKOK PORSELEN 167,060.00

A.10.04 MEMASANG 1 BUAH URINOIR 1,905,210.00

A.10.05 MEMASANG 1 BUAH WASTAFEL 739,570.00

A.10.06 MEMASANG 1 BUAH BAK MANDI TRASO VOLUME 0,3 M3 331,470.00

A.10.07 MEMASANG 1 BUAH BAK MANDI FIBREGLASS VOLUME 0,3 M3 229,450.00

A.10.08 MEMASANG 1 BUAH BAK MANDI BATU BATA VOLUME 0,3 M3 389,190.00

A.10.09 MEMASANG 1 BUAH BADKIP PORSELEN 2,203,690.00

A.10.16 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA UKURAN (30X30) TINGGI 35 CM 219,590.00





1 2 3

A.10.19 MEMASANG 1 M' PIPA GALVANIS DIAMETER 0,5" 4,250.00


A.10.21 MEMASANG 1 M' PIPA GALVANIS DIAMETER 1" 42,680.00




A.10.25 MEMASANG 1 M' PIPA PVC TIPE AW DIAMETER 0,5" 12,970.00


A.10.27 MEMASANG 1 M' PIPA PVC TIPE AW DIAMETER 1" 19,960.00






A.10.33 MEMASANG 1 BH BAK CUCI PIRING STAILES STEEL 211,500.00

A.10.35 MEMASANG 1 BH KRAN DIAMETER 0,75' ATAU 0,5" 22,840.00

A.10.36 MEMASANG 1 BH FLOOR DRAIN 22,360.00

A.10.37 1 UNIT SEPTICTANK 2,5 X 1,5 X 2M + REMBESANNYA ( KANTOR TYPE BESAR ) 6,553,860.00

A.10.38 1 UNIT SEPTICTANK 2 X 1,5 X 1,5 M + REMBESANNYA ( KANTOR TYPE KECIL ) 4,090,320.00

A.10.39 1 UNIT SEPTICTANK 1.5 X 1 X 1,5 M + REMBESANNYA ( RUMAH KAPASITAS KECIL) 2,413,310.00

A.10.40 1 M1 SALURAN GREFEL BETON 1/2 Q 20 CM + PASANGAN 111,080.00

A.10.41 1 M1 SALURAN GREFEL BETON 1/2 Q 30 CM + PASANGAN 124,530.00

A.11.01 1 KG PASANG RANGKA ATAP BAJA 14,930.00

A.11.08 1 M2 PASANG ROLLING DOOR 537,250.00

A.11.09 1 M2 PASANG PINTU ALUMINIUM 244,180.00

A.11.12 1 M2 PASANG TERALIS BESI 173,060.00

A.11.17 1 M2 PASANG JENDELA NAKO DAN TRALIS 31,990.00

A.11.18 1 M2 PASANG TALANG DATAR, SENG BJLS 28 75,330.00

A.11.19 1 M2 PASANG TALANG MIRING, SENG BJLS 28 109,150.00

A.11.20 1 M2 PASANG TALANG 1/2 LINGKARAN D-10 CM, SENG BJLS 28 102,570.00

A.11.21 1 M2 PASANG TALANG 1/2 LINGKARAN D-10 CM, SENG BJLS 24 102,570.00

A.12.02 1 BUAH PASANG KUNCI TANAM BIASA 117,150.00

A.12.03 1 BUAH PASANG KUNCI TANAM KAMAR MANDI 65,610.00

A.12.04 1 BUAH PASANG KUNCI SILINDER 245,690.00

A.12.05 1 BUAH PASANG ENGSEL PINTU 18,610.00

A.12.06 1 BUAH PASANG ENGSEL JENDELA KUPU-KUPU 12,940.00

A.12.09 1 BUAH PASANG KAIT ANGIN 14,620.00

A.12.10 1 BUAH PASANG DOOR CLOSER 166,570.00

A.12.11 1 BUAH PASANG KUNCI SELOT 17,030.00

A.12.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 49,310.00

A.12.14 1 BUAH PASANG REL PINTU DORONG 100,090.00

A.12.16 1 M2 PASANG KACA, TEBAL 3 MM 48,340.00



A.12.19 1 M2 PASANG KACA BURAM, TEBAL 12 MM 342,330.00

A.12.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM 53,180.00



1 2 3

A.12.25 1 KG PEK. ERECTION KONST KUDA-KUDA BESI 760.00

A.12.26 1 KG PEKERJAAN BAJA IWF EX DN 14,630.00

A.12.27 1 KG PEKERJAAN BAJA EX JAPAN 16,770.00

A.12.28 1 KG PEK. KONSTRUKSI BESI SIKU / PROFIL EX. DN 16,770.00

A.12.29 1 Titik PEK. PENGELASAN DENGAN LAS LISTRIK TEBAL = KAWAT 4 MM 1,950.00

A.12.30 1 TITIK MELOBANG KONSTRUKSI BESI DENGAN BOR 3,570.00

A.12.31 1 M2 PEKERJAAN BONDEX 138,380.00

A.12.32 1 M2 PEKERJAAN WIREMESH M8 43,970.00

A.12.33 1 M1 PEK.PAGAR DEPAN TRALIS STANDARD 983,510.00

A.12.34 1 M1 PEK. PAGAR BELAKANG / SAMPING 394,430.00

A.13.02 1 M2 PASANG LANTAI TEGEL BADAK ABU-ABU UKURAN 30X30 CM 54,600.00

A.13.09 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40X40 CM 341,470.00

A.13.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM 97,990.00





A.13.48 1 M2 PASANG LANTAI KERAMIK 33 X 33 CM ANTISLIP 114,490.00


A.13.51 1 M2 PASANG LANTAI MARMER 267,010.00

A.13.56 1 M2 PASANG LANTAI PARQUET JATI 416,180.00

A.13.58 1 M2 PASANG DINDING PORSELEN 11 X 11 CM, PUTIH 91,210.00

A.13.59 1 M2 PASANG DINDING PORSELEN 11 X 11 CM, WARNA 97,260.00



A.13.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM, 99,850.00



A.13.70 1 M2 PASANG DINDING MARMER 297,650.00

A.13.74 1 M2 PASANG DINDING BATU TEMPEL 184,060.00

A.13.75 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM DN PUTIH POLOS 93,540.00

A.13.76 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM WARNA / CORAK / ANTI SLIP 100,690.00



A.13.82 1 M2 PASANG PLINT KAYU 2 X 10 CM 30,310.00

A.13.83 1 M2 PASANGAN PAVING BLOCK WARNA (6 CM) 67,510.00

A.13.84 1 M2 PASANGAN PAVING BLOCK WARNA (8 CM) 69,060.00

A.13.85 1 M2 PASANGAN BATU CANDI 141,280.00

A.13.86 1 M2 PASANGAN PAVING BLOCK NATURAL (6 CM) 64,620.00

A.13.87 1 M2 PASANGAN PAVING BLOCK NATURAL (8 CM) 65,730.00

A.14.07 1 M2 PENGECATAN BIDANG KAYU LAMA 21,610.00

A.14.08 1 M2 PENGECATAN BIDANG KAYU BARU (1 LAPIS PLAMIR), 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP 31,180.00

A.14.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 3,550.00

A.14.14 1 M2 PENGECATAN TEMBOK BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 8,030.00

A.14.15 1 M2 PENGECATAN TEMBOK LAMA (1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 5,480.00

A.14.19 1 M2 PEMASANGAN WALL PAPER 8,840.00



1 2 3

A.14.21 1 M2 PLITURAN BIDANG KAYU (BIASA) 22,760.00

A.14.24 1 M2 PENGECATAN PLAFOND DAN DINDING (INTERIOR ICI) 36,020.00

A.14.25 1 M2 PENGECATAN DINDING SEKELAS VINILEX (3x) 14,250.00

A.14.26 1 M2 PENGECATAN PLAFOND SEKELAS VINILEX (3x) 14,250.00

A.14.28 1 M2 PENGECATAN DINDING SEKELAS SANLEX (3x) 9,480.00

A.14.29 1 M2 PENGECATAN PLAFOND SEKELAS SANLEX (3x) 13,480.00

A.14.30 1 M2 PENGECATAN BIDANG KAYU (3X) BERIKUT MENI 25,920.00

A.14.31 1 M2 PENGECATAN BESI (3X) 27,680.00

A.14.32 1 M2 PENGECATAN BIDANG KAYU LAMA BERCAT 20,220.00

A.14.33 1 M2 PENGECATAN DINDING (LAMA) 7,860.00



1 2 3

Analisa Satuan Pekerjaan


ANALISA SATUAN PEKERJAANSTANDAR NASIONAL INDONESIA

TAHUN 2008

NO. URAIAN KOEF SAT. HARGA SAT. JUMLAH

1 2 3 4 5 6 = ( 3 x 5 )

A.01.06 1 M1 PENGUKURAN DAN PASANGAN BOUWPLANK

BAHAN :

Kayu 5/7 Albasiah 0.0100 1,100,000.00 11,000.00

Paku Biasa 2"-5" 0.0200 Kg 9,000.00 180.00

Kayu Papan 3/20 Kayu Albasiah 0.0070 1,105,000.00 7,735.00

Jumlah Bahan 18,915.00

UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.1000 Oh 36,500.00 3,650.00

Kepala Tukang 0.0100 Oh 42,000.00 420.00

Mandor 0.0050 Oh 42,500.00 212.50

Jumlah Pekerja 7,032.50

Jumlah Bahan + Pekerja 25,947.50

Keuntungan Max. 10 % 2,594.75

Jumlah Total 28,542.25

Dibulatkan 28,540.00

A.01.10 1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN

BAHAN :

-

-

Jumlah Bahan - UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Mandor 0.0500 Oh 42,500.00 2,125.00



Keuntungan Max. 10 % 487.50


Dibulatkan 5,360.00

m3

m3



1 2 3 4 5 6 = ( 3 x 5 )

A.01.07 1 M2 PEMBUATAN DIREKSI KEET DAN LOS BAHAN

BAHAN :

Kayu Albasiah 0.0800 m³ 1,100,000.00 88,000.00

Paku 4 - 7 0.2500 kg 9,000.00 2,250.00

Seng Glb BJLS 28 ( 80 x 180 cm ) 0.6200 lbr 23,900.00 14,818.00

Triplex 3 mm 0.5000 lbr 50,450.00 25,225.00

PC (50 kg) 0.1000 zak 50,000.00 5,000.00

Pasir pasang 0.2500 m³ 65,000.00 16,250.00

Bata merah 70.0000 bh 240.00 16,800.00


UPAH :

Ongkos Pasang 0.1500 ls 168,343.00 25,251.45






A.01.12 1 M3 BONGKARAN BETON BERTULANG

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 6.6670 Oh 27,500.00 183,342.50

Mandor 0.3330 Oh 42,500.00 14,152.50






A.01.13 1 M2 BONGKARAN DINDING TEMBOK BATA MERAH

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.6667 Oh 27,500.00 18,334.25

Mandor 0.0330 Oh 42,500.00 1,402.50








1 2 3 4 5 6 = ( 3 x 5 )

A.01.16 1 M2 PAPAN NAMA PROYEK

BAHAN :

Kayu Albasiah, Balok 0.0420 m³ 1,100,000.00 46,200.00

Paku 4 - 7 0.2500 kg 9,000.00 2,250.00

Pengecatan Kayu 1.0000 ls 6,460.00 6,460.00


UPAH :

Penulisan 0.1250 Oh 54,910.00 6,863.75

Ongkos Pasang 0.1250 Oh 54,910.00 6,863.75






A.02.01 1 M3 GALIAN TANAH BIASA KEDALAMAN MAX 1 M

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.4000 Oh 27,500.00 11,000.00

Mandor 0.0400 Oh 42,500.00 1,700.00







BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.5260 Oh 27,500.00 14,465.00

Mandor 0.0520 Oh 42,500.00 2,210.00








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.7350 Oh 27,500.00 20,212.50

Mandor 0.0730 Oh 42,500.00 3,102.50







BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.9440 Oh 27,500.00 25,960.00

Mandor 0.0940 Oh 42,500.00 3,995.00







BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 1.1530 Oh 27,500.00 31,707.50

Mandor 0.1150 Oh 42,500.00 4,887.50








1 2 3 4 5 6 = ( 3 x 5 )

A.02.06 1 M3 GALIAN TANAH KERAS SEDALAM 1 METER

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.6250 Oh 27,500.00 17,187.50

Mandor 0.0620 Oh 42,500.00 2,635.00






A.02.07 1 M3 GALIAN TANAH CADAS SEDALAM 1 METER

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 1.2500 Oh 27,500.00 34,375.00

Mandor 0.1250 Oh 42,500.00 5,312.50






A.02.08 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.8230 Oh 27,500.00 22,632.50

Mandor 0.0830 Oh 42,500.00 3,527.50








1 2 3 4 5 6 = ( 3 x 5 )

A.02.09 1 M2 PEKERJAAN STRIPING TANAH SETINGGI 1 METER

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.0500 Oh 27,500.00 1,375.00

Mandor 0.0050 Oh 42,500.00 212.50





Dibulatkan 1,740.00

A.02.10 1 M3 PEMBUANGAN TANAH SEJAUH 150 METER

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.5160 Oh 27,500.00 14,190.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.02.11 1 M3 URUGAN TANAH KEMBALI

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.1920 Oh 27,500.00 5,280.00

Mandor 0.0190 Oh 42,500.00 807.50


Jumlah Bahan + Pekerja ``````````````````` 6,087.50



Dibulatkan 6,690.00



1 2 3 4 5 6 = ( 3 x 5 )

A.02.12 1 M3 PEMADATAN TANAH

BAHAN :

-

-

Jumlah Bahan -

UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Mandor 0.0300 Oh 42,500.00 1,275.00






A.02.13 1 M3 URUGAN PASIR

BAHAN :

Pasir Urug 1.2000 m³ 55,000.00 66,000.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Mandor 0.0100 Oh 42,500.00 425.00






A.02.14 1 M3 LAPISAN PUDEL CAMPURAN 1 KP : 3 PS : 7 TL

BAHAN :

Pasir Urug 0.3300 m³ 55,000.00 18,150.00

Kapur Padam 0.1090 m³ 88,700.00 9,668.30

Tanah Liat 0.7630 m³ 29,000.00 22,127.00


UPAH :

Pekerja 0.8330 Oh 27,500.00 22,907.50

Tukang Batu 0.4160 Oh 34,000.00 14,144.00

Kepala Tukang 0.0400 Oh 39,500.00 1,580.00

Mandor 0.0830 Oh 42,500.00 3,527.50



Keuntungan Max. 10 % 9,210.43 Jumlah Total 101,314.73 Dibulatkan 101,310.00



1 2 3 4 5 6 = ( 3 x 5 )

A.02.15 1 M3 LAPISAN PUDEL CAMPURAN 1 KP : 5 TL

BAHAN :

Kapur Padam 0.2000 m³ 88,700.00 17,740.00

Tanah Liat 1.0000 m³ 29,000.00 29,000.00


UPAH :

Pekerja 0.8330 Oh 27,500.00 22,907.50

Tukang Batu 0.4160 Oh 34,000.00 14,144.00

Kepala Tukang 0.0410 Oh 39,500.00 1,619.50

Mandor 0.0810 Oh 42,500.00 3,442.50






A.02.16 1 M3 LAPISAN PUDEL CAMPURAN 1 KP : 5 TS

BAHAN :

Kapur Padam 0.2000 m³ 88,700.00 17,740.00

Pasir Pasang 1.0000 m³ 65,000.00 65,000.00


UPAH :

Pekerja 0.8330 Oh 27,500.00 22,907.50

Tukang Batu 0.4160 Oh 34,000.00 14,144.00

Kepala Tukang 0.0410 Oh 39,500.00 1,619.50

Mandor 0.0810 Oh 42,500.00 3,442.50






A.02.17 1 M3 PEMASANGAN LAPISAN IJUK

BAHAN :

Injuk 1.2000 m³ 12,000.00 14,400.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Mandor 0.0150 Oh 42,500.00 637.50








1 2 3 4 5 6 = ( 3 x 5 )

A.02.18 1 M3 URUGAN SIRTU

BAHAN :

Sirtu 1.2000 m³ 81,900.00 98,280.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Mandor 0.0250 Oh 42,500.00 1,062.50






A.02.19 1 M2 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CM

BAHAN :

Batu Belah 0.2750 m³ 85,000.00 23,375.00

Kerikil 0.0300 m³ 125,500.00 3,765.00

Pasir Urug 0.0500 m³ 55,000.00 2,750.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Mandor 0.1000 Oh 42,500.00 4,250.00






A.02.20 1 M3 PEKERJAAN GALIAN TANAH SUMURAN MAX KEDALAMAN 10 M'

BAHAN :

-

Jumlah Bahan -

UPAH :

Pekerja 1.1500 Oh 27,500.00 31,625.00

Mandor 0.0250 Oh 42,500.00 1,062.50








1 2 3 4 5 6 = ( 3 x 5 )

A.02.22 1 M3 PENIMBUNAN TANAH DIPADATKAN (TANAH DARI LUAR)

BAHAN :

Tanah Urug (didatangkan) 1.2000 m³ 6,500.00 7,800.00


UPAH :

Pekerja 0.4500 Oh 27,500.00 12,375.00

Mandor 0.0450 Oh 42,500.00 1,912.50

Alat Bantu (sewa Stamper) 0.1250 Oh 98,300.00 12,287.50






A.02.23 1 M2 PASANGAN LEMPENGAN RUMPUT SAMPAI TUMBUH

BAHAN :

Lempengan Rumput Biasa (Teki) 1.2000 m² 6,900.00 8,280.00


UPAH :

Pekerja Setengah Terampil 0.0400 org 30,000.00 1,200.00

Mandor 0.0100 org 42,500.00 425.00




Jumlah 10,895.50


A.03.02 1 M3 PASANG PONDASI BATU KALI 1 Pc : 2 Ps

BAHAN :

Batu Belah 15/20 1.1000 m³ 85,000.00 93,500.00

Semen Portland 267.0000 Kg 1,000.00 267,000.00

Pasir Pasang 0.4270 m³ 65,000.00 27,755.00


UPAH :

Pekerja 1.5000 Oh 27,500.00 41,250.00

Tukang Batu 0.6000 Oh 34,000.00 20,400.00

Kepala Tukang 0.0600 Oh 39,500.00 2,370.00

Mandor 0.0350 Oh 42,500.00 1,487.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Batu Belah 15/20 1.1000 m³ 85,000.00 93,500.00


Pasir Pasang 0.4850 m³ 65,000.00 31,525.00


UPAH :

Pekerja 1.5000 Oh 27,500.00 41,250.00

Tukang Batu 0.6000 Oh 34,000.00 20,400.00

Kepala Tukang 0.0600 Oh 39,500.00 2,370.00

Mandor 0.0350 Oh 42,500.00 1,487.50







BAHAN :

Batu Belah 15/20 1.1000 m³ 85,000.00 93,500.00


Pasir Pasang 0.5200 m³ 65,000.00 33,800.00


UPAH :

Pekerja 1.5000 Oh 27,500.00 41,250.00

Tukang Batu 0.6000 Oh 34,000.00 20,400.00

Kepala Tukang 0.0600 Oh 39,500.00 2,370.00

Mandor 0.0350 Oh 42,500.00 1,487.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Batu Belah 15/20 1.1000 m³ 85,000.00 93,500.00


Pasir Pasang 0.5440 m³ 65,000.00 35,360.00


UPAH :

Pekerja 1.5000 Oh 27,500.00 41,250.00

Tukang Batu 0.6000 Oh 34,000.00 20,400.00

Kepala Tukang 0.0600 Oh 39,500.00 2,370.00

Mandor 0.0350 Oh 42,500.00 1,487.50






A.03.13 1 M3 PASANG AANSTAMPING BATU KOSONG

BAHAN :

Batu Belah 15/20 1.2000 m³ 85,000.00 102,000.00

Pasir Urug 0.3000 m³ 55,000.00 16,500.00


UPAH :

Pekerja 0.7800 Oh 27,500.00 21,450.00

Tukang Batu 0.3900 Oh 34,000.00 13,260.00

Kepala Tukang 0.0390 Oh 39,500.00 1,540.50

Mandor 0.0200 Oh 42,500.00 850.00








1 2 3 4 5 6 = ( 3 x 5 )

A.03.14 1 M3 PASANG PONDASI SUMURAN DIAMETER 100 CM

BAHAN :

Besi Beton 75.0000 Kg 8,000.00 600,000.00


Pasir Beton 0.3200 m³ 75,000.00 24,000.00

Koral Beton 0.4900 m³ 125,500.00 61,495.00

Kawat Beton 0.8000 Kg 8,550.00 6,840.00


UPAH :

Pekerja 3.0000 Oh 27,500.00 82,500.00

Tukang Batu 0.8500 Oh 34,000.00 28,900.00

Kepala Tukang 0.0850 Oh 39,500.00 3,357.50

MAndor 0.1500 Oh 42,500.00 6,375.00


Jumlah Bahan + Pekerja 1,015,467.50


Jumlah Total 1,117,014.25

Dibulatkan 1,117,010.00

A.03.15 1 M3 PASANG PONDASI SIKLOP 40% BATU KALI

BAHAN :

Batu Belah 15/20 0.4500 m³ 85,000.00 38,250.00


Pasir Beton 0.4500 m³ 75,000.00 33,750.00

Koral Beton 0.6700 m³ 125,500.00 84,085.00


UPAH :

Pekerja 2.3800 Oh 27,500.00 65,450.00

Tukang Batu 0.3000 Oh 34,000.00 10,200.00

Kepala Tukang 0.0300 Oh 39,500.00 1,185.00

Mandor 0.0160 Oh 42,500.00 680.00








1 2 3 4 5 6 = ( 3 x 5 )

A.03.16 1 M1 PEMBUATAN TIANG PANCANG (40 X 40) CM, BETON BERTULANG

BAHAN :

Pasir Urug Darat 0.0190 m³ 55,000.00 1,045.00

Pasir Beton 0.0940 m³ 75,000.00 7,050.00

Koral Beton 0.1500 m³ 125,500.00 18,825.00


Besi Beton 45.0000 Kg 8,000.00 360,000.00

Kawat Beton 0.9000 Kg 8,550.00 7,695.00

Kayu Kaso 5/7 Lokal Kelas II 0.0320 m³ 1,950,000.00 62,400.00

Paku 0.1200 Kg 9,000.00 1,080.00

Minyak Bekisting 0.0900 Lt 23,800.00 2,142.00

Plamir Tembok 0.2400 Kg 12,000.00 2,880.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Batu 0.6700 Oh 34,000.00 22,780.00

Kepala Tukang 0.0670 Oh 39,500.00 2,646.50

Mandor 0.0500 Oh 42,500.00 2,125.00






A.03.17 1 M1 PEMBUATAN TIANG PANCANG (35 X 35) CM, BETON BERTULANG

BAHAN :

Pasir Urug Darat 0.0160 m³ 55,000.00 880.00

Pasir Beton 0.0800 m³ 75,000.00 6,000.00

Koral Beton 0.1250 m³ 125,500.00 15,687.50


Besi Beton 34.0000 Kg 8,000.00 272,000.00

Kawat Beton 0.7000 Kg 8,550.00 5,985.00

Kayu Kaso 5/7 0.0270 m³ 1,100,000.00 29,700.00

Paku 0.1200 Kg 9,000.00 1,080.00

Minyak Bekisting 0.0900 Lt 23,800.00 2,142.00 Plamir Tembok 0.2000 Kg 12,000.00 2,400.00 Jumlah Bahan 384,874.50

UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Batu 0.5000 Oh 34,000.00 17,000.00

Kepala Tukang 0.0500 Oh 39,500.00 1,975.00

Mandor 0.0400 Oh 42,500.00 1,700.00








1 2 3 4 5 6 = ( 3 x 5 )

A.03.18 1 M3 PASANGAN BATU BRONJONG

BAHAN :

Batu Kali (Batu Bulat) Bronjol 1.2000 m³ 78,000.00 93,600.00

Kawat Bronjong 3.5000 kg 6,750.00 23,625.00


UPAH :

Pekerja 1.5000 Oh 27,500.00 41,250.00

Pekerja terampil 0.2000 Oh 31,500.00 6,300.00

Mandor 0.0200 Oh 42,500.00 850.00






A.03.20 1 M3 PASANGAN BATU TEMPEL+ SIARAN

BAHAN :

Batu Tempel 1.1000 m2 ### 117,000.00 128,700.00


Pasir Pasang 0.0310 m³ 65,000.00 2,015.00


UPAH :

Pekerja 0.1875 Oh 27,500.00 5,156.25

Tukang Batu 0.2250 Oh 34,000.00 7,650.00

Kepala Tukang Batu 0.0375 Oh 39,500.00 1,481.25

Mandor 0.0160 Oh 42,500.00 680.00






A.03.21 1 M3 PASANGAN BATU HITAM

BAHAN :

Batu Hitam 1.0500 m2 117,000.00 122,850.00


Pasir Pasang 0.0350 m³ 65,000.00 2,275.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang Batu 0.0350 Oh 39,500.00 1,382.50

Mandor 0.0160 Oh 42,500.00 680.00








1 2 3 4 5 6 = ( 3 x 5 )

A.04.05 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc : 5 Ps

BAHAN :

Bata Merah 5 x 11 x 22 cm 140.0000 bh 240.00 33,600.00


Pasir Pasang 0.1020 m³ 65,000.00 6,630.00


UPAH :

Pekerja 0.6500 Oh 27,500.00 17,875.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0150 Oh 42,500.00 637.50






A.04.09 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc : 2 Ps

BAHAN :



Pasir Pasang 0.0380 m³ 65,000.00 2,470.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0400 m³ 65,000.00 2,600.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0050 Oh 42,500.00 212.50







BAHAN :



Pasir Pasang 0.0430 m³ 65,000.00 2,795.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0450 m³ 65,000.00 2,925.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0050 Oh 42,500.00 212.50






A.04.18 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB.20)

BAHAN :

Hollow Block (HB.20) 12.5000 bh 1,750.00 21,875.00


Pasir Pasang 0.0480 m³ 65,000.00 3,120.00

Besi Beton Polos 1.9500 Kg 8,000.00 15,600.00


UPAH :

Pekerja 0.3500 Oh 27,500.00 9,625.00

Tukang Batu 0.1500 Oh 34,000.00 5,100.00

Kepala Tukang 0.0150 Oh 39,500.00 592.50

Mandor 0.0075 Oh 42,500.00 318.75








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0380 m³ 65,000.00 2,470.00



UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.1200 Oh 34,000.00 4,080.00

Kepala Tukang 0.0120 Oh 39,500.00 474.00

Mandor 0.0060 Oh 42,500.00 255.00







BAHAN :



Pasir Pasang 0.0270 m³ 65,000.00 1,755.00



UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )

A.04.25 1 M2 PASANGAN DINDING DINDING ROSTER/TERAWANG (12X11X24) KERAMIK

BAHAN :

Roster/Terawang 36.0000 bh 22,000.00 792,000.00

Semen Portland 0.1280 Kg 1,000.00 128.00

Pasir Pasang 0.0350 m³ 65,000.00 2,275.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0150 Oh 42,500.00 637.50






A.04.27 1 M2 PASANGAN DINDING ANYAMAN BAMBU, RANGKA KAYU

BAHAN :

Bilik Bambu 1.5000 m2 4,800.00 7,200.00

Kayu 5/7 0.0140 m³ 1,100,000.00 15,400.00

Paku Biasa 2"-5" 0.0120 Kg 9,000.00 108.00

List Kayu 2/4 0.0030 m³ 2,400.00 7.20


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Batu 0.0500 Oh 34,000.00 1,700.00

Kepala Tukang 0.0050 Oh 39,500.00 197.50

Mandor 0.0020 Oh 42,500.00 85.00








1 2 3 4 5 6 = ( 3 x 5 )

A.05.02 1 M2 PASANGAN PLESTERAN 1 Pc : 2 Ps, TEBAL 15 MM + ACIAN

BAHAN :


Pasir Pasang 0.0170 m³ 65,000.00 1,105.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Batu 0.1500 Oh 34,000.00 5,100.00

Kepala Tukang 0.0150 Oh 39,500.00 592.50

Mandor 0.0100 Oh 42,500.00 425.00







BAHAN :


Pasir Pasang 0.0190 m³ 65,000.00 1,235.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Batu 0.1500 Oh 34,000.00 5,100.00

Kepala Tukang 0.0150 Oh 39,500.00 592.50

Mandor 0.0100 Oh 42,500.00 425.00







BAHAN :


Pasir Pasang 0.0200 m³ 65,000.00 1,300.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Batu 0.1500 Oh 34,000.00 5,100.00

Kepala Tukang 0.0150 Oh 39,500.00 592.50

Mandor 0.0100 Oh 42,500.00 425.00








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Pasang 0.0220 m³ 65,000.00 1,430.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Batu 0.1500 Oh 34,000.00 5,100.00

Kepala Tukang 0.0150 Oh 36,500.00 547.50

Mandor 0.0100 Oh 42,500.00 425.00







BAHAN :


Pasir Pasang 0.0230 m³ 65,000.00 1,495.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0125 Oh 42,500.00 531.25







BAHAN :


Pasir Pasang 0.0260 m³ 65,000.00 1,690.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0125 Oh 42,500.00 531.25








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Pasang 0.0280 m³ 65,000.00 1,820.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0125 Oh 42,500.00 531.25







BAHAN :


Pasir Pasang 0.0280 m³ 65,000.00 1,820.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0125 Oh 42,500.00 531.25







BAHAN :


Pasir Pasang 0.0130 m³ 65,000.00 845.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0130 Oh 42,500.00 552.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Pasang 0.0350 m³ 65,000.00 2,275.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0130 Oh 42,500.00 552.50







BAHAN :


Pasir Pasang 0.0380 m³ 65,000.00 2,470.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0130 Oh 42,500.00 552.50







BAHAN :


Pasir Pasang 0.0390 m³ 65,000.00 2,535.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Batu 0.2000 Oh 34,000.00 6,800.00

Kepala Tukang 0.0200 Oh 39,500.00 790.00

Mandor 0.0130 Oh 42,500.00 552.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Pasang 0.0350 m³ 65,000.00 2,275.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Kepala Tukang 0.0250 Oh 39,500.00 987.50

Mandor 0.0150 Oh 42,500.00 637.50







BAHAN :


Pasir Pasang 0.0390 m³ 65,000.00 2,535.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Kepala Tukang 0.0250 Oh 39,500.00 987.50

Mandor 0.0150 Oh 42,500.00 637.50







BAHAN :


Pasir Pasang 0.0420 m³ 65,000.00 2,730.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Kepala Tukang 0.0250 Oh 39,500.00 987.50

Mandor 0.0150 Oh 42,500.00 637.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Pasang 0.0450 m³ 65,000.00 2,925.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Kepala Tukang 0.0250 Oh 39,500.00 987.50

Mandor 0.0150 Oh 42,500.00 637.50






A.05.31 1 M2 PASANGAN PLESTERAN SKONING 1 Pc : 2 Ps, TEBAL 15 MM

BAHAN :

Semen Portland 0.5000 Kg 1,000.00 500.00

Pasir Pasang 0.0020 m³ 65,000.00 130.00

Jumlah Bahan 630.00

UPAH :

Pekerja 0.0570 Oh 27,500.00 1,567.50

Tukang Batu 0.0380 Oh 34,000.00 1,292.00

Kepala Tukang 0.0380 Oh 39,500.00 1,501.00

Mandor 0.0190 Oh 42,500.00 807.50





Dibulatkan 6,370.00

A.05.34 1 M2 PASANGAN PLESTERAN CIPRAT, 1 Pc : 2 Ps

BAHAN :


Pasir Pasang 0.0160 kg 65,000.00 1,040.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0100 Oh 39,500.00 395.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )

A.05.35 1 M2 PASANGAN PLESTERAN SIAR ADUKAN 1 Pc : 2 Ps

BAHAN :


Pasir Pasang 0.0160 kg 65,000.00 1,040.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Batu 0.0700 Oh 34,000.00 2,380.00

Kepala Tukang 0.0070 Oh 39,500.00 276.50

Mandor 0.0040 Oh 42,500.00 170.00






A.05.36 1 M2 ACIAN PC

BAHAN :

P.C (50 kg) 0.0800 zak 50,000.00 4,000.00


UPAH :

Pekerja setengah trampil 0.1430 org 30,000.00 4,290.00

Tk. batu setengah trampil 0.1070 org 34,000.00 3,638.00

Kep. Tukang batu 0.0105 org 39,500.00 414.75

Mandor 0.0053 org 42,500.00 223.13




Jumlah 13,822.46


A.06.01 1 M2 PASANGAN KUSEN PINTU DAN JENDELA KAYU JATI

BAHAN :

Kayu Jati, Balok 1.1000 m³ 6,825,000.00 7,507,500.00

Jumlah Bahan 7,507,500.00

UPAH :

Pekerja 6.0000 Oh 27,500.00 165,000.00

Tukang Kayu 15.0000 Oh 36,500.00 547,500.00

Kepala Tukang 3.0000 Oh 42,000.00 126,000.00

Mandor 0.5000 Oh 42,500.00 21,250.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.02 1 M3 PASANGAN KUSEN PINTU DAN JENDELA KAYU KAMPER BANJAR

BAHAN :

Kayu Kamper, Balok 1.1000 m³ 4,900,000.00 5,390,000.00


UPAH :

Pekerja 6.0000 Oh 27,500.00 165,000.00

Tukang Kayu 15.0000 Oh 36,500.00 547,500.00

Kepala Tukang 3.0000 Oh 42,000.00 126,000.00

Mandor 0.5000 Oh 42,500.00 21,250.00






A.06.03 1 M3 PASANGAN KUSEN PINTU DAN JENDELA KAYU KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II , Balok 1.1000 m³ 1,950,000.00 2,145,000.00


UPAH :

Pekerja 6.0000 Oh 27,500.00 165,000.00

Tukang Kayu 15.0000 Oh 36,500.00 547,500.00

Kepala Tukang 3.0000 Oh 42,000.00 126,000.00

Mandor 0.5000 Oh 42,500.00 21,250.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.04 1 M2 PASANGAN PINTU KLAMP KAYU KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II, Papan 0.0360 m³ 2,210,000.00 79,560.00

Paku Biasa 2"-5" 0.0500 Kg 9,000.00 450.00


UPAH :

Pekerja 0.3500 Oh 27,500.00 9,625.00

Tukang Kayu 1.0500 Oh 36,500.00 38,325.00

Kepala Tukang 0.1050 Oh 42,000.00 4,410.00

Mandor 0.0180 Oh 42,500.00 765.00






A.06.05 1 M2 PASANGAN PINTU PANEL KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0400 m³ 7,825,000.00 313,000.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.06.06 1 M2 PASANGAN PINTU PANEL KAYU KAMPER BANJAR

BAHAN :

Kayu Kamper , Papan 0.0400 m³ 5,500,000.00 220,000.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0500 Oh 42,500.00 2,125.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.07 1 M2 PASANGAN PINTU PANEL KAYU LOKAL KLS II

BAHAN :

Kayu Lokal Kls II , Papan 0.0400 m³ 2,210,000.00 88,400.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.06.08 1 M2 PASANGAN PINTU DAN JENDELA KACA KAYU JATI

BAHAN :

Kayu Jati , Papan 0.0350 m³ 7,825,000.00 273,875.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0400 Oh 42,500.00 1,700.00






A.06.09 1 M2 PASANGAN PINTU DAN JENDELA KACA KAYU KAMPER BANJAR

BAHAN :



UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0400 Oh 42,500.00 1,700.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.10 1 M2 PASANGAN PINTU DAN JENDELA KACA KAYU KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II , Papan 0.0350 m³ 2,210,000.00 77,350.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0400 Oh 42,500.00 1,700.00






A.06.11 1 M2 PASANGAN PINTU DAN JENDELA JALUSI KAYU JATI

BAHAN :

Kayu Jati , Papan 0.0640 m³ 7,825,000.00 500,800.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 3.0000 Oh 36,500.00 109,500.00

Kepala Tukang 0.3000 Oh 42,000.00 12,600.00

Mandor 0.1500 Oh 42,500.00 6,375.00






A.06.12 1 M2 PASANGAN PINTU DAN JENDELA JALUSI KAYU KAMPER BANJAR

BAHAN :



UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 3.0000 Oh 36,500.00 109,500.00

Kepala Tukang 0.3000 Oh 42,000.00 12,600.00

Mandor 0.1500 Oh 42,500.00 6,375.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.13 1 M2 PASANGAN PINTU DAN JENDELA JALUSI KAYU LOKAL KLS II

BAHAN :



UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 3.0000 Oh 36,500.00 109,500.00

Kepala Tukang 0.3000 Oh 42,000.00 12,600.00

Mandor 0.1500 Oh 42,500.00 6,375.00






A.06.14 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI

BAHAN :

Kayu Jati , Papan 0.0196 m³ 7,825,000.00 153,370.00

Paku Biasa 1/2" - 1" 0.0300 kg 9,000.00 270.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00

Plywood 4' x 3' x 4 mm 1.0000 lbr 85,000.00 85,000.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.15 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 1/2" - 1" 0.0300 kg 9,000.00 270.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00

Plywood 4' x 3' x 4 mm 1.0000 lbr 85,000.00 85,000.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00






A.06.16 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU LOKAL KLS II

BAHAN :


Paku Biasa 1/2" - 1" 0.0300 kg 9,000.00 270.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00

Plywood 4' x 3' x 4 mm 1.0000 lbr 85,000.00 85,000.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.17 1 M2 PASANGAN JALUSI MATI KUSEN KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0600 m³ 7,825,000.00 469,500.00

Paku Biasa 1/2" - 1" 0.1500 kg 9,000.00 1,350.00


UPAH :

Pekerja 0.5000 Oh 27,500.00 13,750.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0250 Oh 42,500.00 1,062.50






A.06.18 1 M2 PASANGAN JALUSI MATI KUSEN KAYU KAMPER

BAHAN :


Paku Biasa 1/2" - 1" 0.1500 kg 9,000.00 1,350.00


UPAH :

Pekerja 0.5000 Oh 27,500.00 13,750.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0250 Oh 42,500.00 1,062.50






A.06.19 1 M2 PASANGAN JALUSI MATI KUSEN KAYU LOKAL KLS II

BAHAN :


Paku Biasa 1/2" - 1" 0.1500 kg 9,000.00 1,350.00


UPAH :

Pekerja 0.5000 Oh 27,500.00 13,750.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0250 Oh 42,500.00 1,062.50








1 2 3 4 5 6 = ( 3 x 5 )

A.06.20 1 M2 PASANGAN PINTU PLYWOOD RANGKAP, RANGKA KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II , Papan 0.0196 m³ 2,210,000.00 43,316.00

Paku Biasa 1/2" - 1" 0.0300 kg 9,000.00 270.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00

Plywood 4' x 3' x 4 mm 1.0000 lbr 105,000.00 105,000.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00






A.06.21 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKA KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0196 m³ 7,825,000.00 153,370.00

Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00

Teakwood 4' x 8' x 4 mm 1.0000 lbr 86,300.00 86,300.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.22 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR

BAHAN :

Kayu Kamper, Papan 0.0196 m³ 5,500,000.00 107,800.00

Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00



UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00






A.06.23 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKA KAYU LOKAL KLS II

BAHAN :

Kayu Lokal Kls II, Papan 0.0196 m³ 2,210,000.00 43,316.00

Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.3000 lt 13,000.00 3,900.00



UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Kayu 2.0000 Oh 36,500.00 73,000.00

Kepala Tukang 0.2000 Oh 42,000.00 8,400.00

Mandor 0.0300 Oh 42,500.00 1,275.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.24 1 M2 PASANG PINTU POLYWOOD & FORMIKA RANGKAP, RANGKA KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0196 m³ 7,825,000.00 153,370.00

Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.8000 lt 13,000.00 10,400.00

Polywood 4' x 8' x 4 mm 1.0000 lbr 105,000.00 105,000.00

Formica 0.5000 lbr 94,000.00 47,000.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0400 Oh 42,500.00 1,700.00






A.06.25 1 M2 PASANG PINTU POLYWOOD & FORMIKA RANGKA KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.8000 lt 13,000.00 10,400.00


Formica 4" x 3 " 0.5000 lbr 94,000.00 47,000.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0400 Oh 42,500.00 1,700.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.26 1 M2 PASANG PINTU POLYWOOD & FORMIKA RANGKA KAYU LOKAL KLS II

BAHAN :


Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.8000 lt 13,000.00 10,400.00


Formica 4" x 3 " 0.5000 lbr 94,000.00 47,000.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0400 Oh 42,500.00 1,700.00






A.06.27 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0196 m³ 7,825,000.00 153,370.00

Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.8000 lt 13,000.00 10,400.00


Formica 4" x 8 " 0.5000 lbr 94,000.00 47,000.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0400 Oh 42,500.00 1,700.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.28 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU KAMPER BANJAR (DIVERNIS)

BAHAN :


Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.8000 lt 13,000.00 10,400.00


Formica 4" x 8 " 0.5000 lbr 94,000.00 47,000.00

Vernis 0.5000 ltr 16,000.00 8,000.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0400 Oh 42,500.00 1,700.00






A.06.29 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU LOKAL KLS II (DIVERNIS)

BAHAN :


Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 0.8000 lt 13,000.00 10,400.00


Formica 4" x 8 " 0.5000 lbr 94,000.00 47,000.00

Vernis 0.5000 ltr 16,000.00 8,000.00


UPAH :

Pekerja 0.8000 Oh 27,500.00 22,000.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0400 Oh 42,500.00 1,700.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.30 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0196 m³ 7,825,000.00 153,370.00

Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 1.2000 lt 13,000.00 15,600.00


Formica 4" x 8 " 1.0000 lbr 94,000.00 94,000.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.6000 Oh 36,500.00 94,900.00

Kepala Tukang 0.2600 Oh 42,000.00 10,920.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.06.31 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 1.2000 lt 13,000.00 15,600.00


Formica 4" x 8 " 1.0000 lbr 160,150.00 160,150.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.6000 Oh 36,500.00 94,900.00

Kepala Tukang 0.2600 Oh 42,000.00 10,920.00

Mandor 0.0500 Oh 42,500.00 2,125.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.32 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU LOKAL KLS II

BAHAN :


Paku Biasa 1/2" - 1" 0.3000 kg 9,000.00 2,700.00

Lem Kayu 1.2000 lt 13,000.00 15,600.00


Formica 4" x 8 " 1.0000 lbr 94,000.00 94,000.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.6000 Oh 36,500.00 94,900.00

Kepala Tukang 0.2600 Oh 42,000.00 10,920.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.06.33 1 M3 PASANG KONSTRUKSI KUDA - KUDA KAYU JATI

BAHAN :

Kayu Jati, Balok 1.1000 m³ 7,825,000.00 8,607,500.00

Paku Biasa 2" - 5" 5.8000 kg 9,000.00 52,200.00


UPAH :

Pekerja 3.0000 Oh 27,500.00 82,500.00

Tukang Kayu 5.0000 Oh 36,500.00 182,500.00

Kepala Tukang 2.0000 Oh 42,000.00 84,000.00

Mandor 0.4000 Oh 42,500.00 17,000.00






A.06.34 1 M3 PASANG KONSTRUKSI KUDA - KUDA KAYU KAMPER BANJAR

BAHAN :

Kayu Kamper, Balok 1.1000 m³ 4,900,000.00 5,390,000.00

Paku Biasa 2" - 5" 5.8000 kg 9,000.00 52,200.00


UPAH :

Pekerja 3.0000 Oh 27,500.00 82,500.00

Tukang Kayu 5.0000 Oh 36,500.00 182,500.00

Kepala Tukang 2.0000 Oh 42,000.00 84,000.00

Mandor 0.4000 Oh 42,500.00 17,000.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.35 1 M3 PASANGAN KONSTRUKSI KUDA - KUDA KAYU KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II, Balok 1.1000 m³ 1,950,000.00 2,145,000.00

Paku Biasa 2" - 5" 5.8000 kg 9,000.00 52,200.00


UPAH :

Pekerja 3.0000 Oh 27,500.00 82,500.00

Tukang Kayu 5.0000 Oh 36,500.00 182,500.00

Kepala Tukang 2.0000 Oh 42,000.00 84,000.00

Mandor 0.4000 Oh 42,500.00 17,000.00






A.06.36 1 M3 PASANG KONSTRUKSI KUDA - KUDA KAYU KRUING

BAHAN :

Kayu Kruing, Balok 1.1000 m³ 3,000,000.00 3,300,000.00

Paku Biasa 2" - 5" 5.8000 kg 9,000.00 52,200.00


UPAH :

Pekerja 3.0000 Oh 27,500.00 82,500.00

Tukang Kayu 5.0000 Oh 36,500.00 182,500.00

Kepala Tukang 2.0000 Oh 42,000.00 84,000.00

Mandor 0.4000 Oh 42,500.00 17,000.00






A.06.37 1 M2 PASANG KASO + RENG GENTENG PALENTONG KAYU KAMPER

BAHAN :

Kayu Kamper, Balok 0.0120 m³ 4,900,000.00 58,800.00

Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.0075 Oh 42,500.00 318.75








1 2 3 4 5 6 = ( 3 x 5 )

A.06.38 1 M2 PASANG KASO + RENG GENTENG PALENTONG KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II, Balok 0.0142 m³ 1,950,000.00 27,690.00

Paku Biasa 2" - 5" 0.2500 kg 9,000.00 2,250.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.0075 Oh 42,500.00 318.75








1 2 3 4 5 6 = ( 3 x 5 )

A.06.39 1 M2 PASANG KASO + RENG GENTENG BETON KAYU KAYU LOKAL KLS II

BAHAN :


Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.0075 Oh 42,500.00 318.75






A.06.40 1 M3 PASANG KASO + RENG ATAP SIRAP KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 2" - 5" 0.2000 kg 9,000.00 1,800.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.0075 Oh 42,500.00 318.75






A.06.41 1 M3 PASANG KASO + RENG ATAP SIRAP KAYU KAYU LOKAL KLS II

BAHAN :


Paku Biasa 2" - 5" 0.2000 kg 9,000.00 1,800.00


UPAH :

Pekerja 0.1200 Oh 27,500.00 3,300.00

Tukang Kayu 0.1200 Oh 36,500.00 4,380.00

Kepala Tukang 0.0120 Oh 42,000.00 504.00

Mandor 0.0060 Oh 42,500.00 255.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.42 1 M3 PASANG RANGKA LANGIT - LANGIT (1,00 x 1,00) m, KAYU JATI

BAHAN :

Kayu Jati, Balok 0.0120 m³ 6,825,000.00 81,900.00

Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.0750 Oh 42,500.00 3,187.50






A.06.43 1 M3 PASANG RANGKA LANGIT - LANGIT (1,00 x 1,00) m, KAYU KAMPER

BAHAN :


Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.0750 Oh 42,500.00 3,187.50






A.06.44 1 M3 PASANG RANGKA LANGIT - LANGIT (1,00 x 1,00) m, KAYU KAYU LOKAL KLS II

BAHAN :


Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.0750 Oh 42,500.00 3,187.50








1 2 3 4 5 6 = ( 3 x 5 )

A.06.45 1 M2 PASANG LISPLANG UKURAN (3 x 20) cm, KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0072 m³ 6,825,000.00 49,140.00

Paku Biasa 2" - 5" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.0050 Oh 42,500.00 212.50






A.06.46 1 M2 PASANG LISPLANG UKURAN (3 x 20) cm, KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 2" - 5" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0200 Oh 42,000.00 840.00

Mandor 0.0050 Oh 42,500.00 212.50






A.06.47 1 M2 PASANG LISPLANG UKURAN (3 x 20) cm, KAYU LOKAL KLS II

BAHAN :


Paku Biasa 2" - 5" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0200 Oh 42,000.00 840.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )

A.06.48 1 M2 PASANG LISPLANG UKURAN (3 x 30) cm, KAYU JATI

BAHAN :

Kayu Jati, Papan 0.0110 m³ 7,825,000.00 86,075.00

Paku Biasa 2" - 5" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.1100 Oh 27,500.00 3,025.00

Tukang Kayu 0.2200 Oh 36,500.00 8,030.00

Kepala Tukang 0.0220 Oh 42,000.00 924.00

Mandor 0.0050 Oh 42,500.00 212.50






A.06.49 1 M2 PASANG LISPLANG UKURAN (3 x 30) cm, KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 2" - 5" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.1100 Oh 27,500.00 3,025.00

Tukang Kayu 0.2200 Oh 36,500.00 8,030.00

Kepala Tukang 0.0220 Oh 42,000.00 924.00

Mandor 0.0050 Oh 42,500.00 212.50






A.06.50 1 M2 PASANG LISPLANG UKURAN (3 x 30) cm, KAYU LOKAL KLS II

BAHAN :


Paku Biasa 2" - 5" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.1100 Oh 27,500.00 3,025.00

Tukang Kayu 0.2200 Oh 36,500.00 8,030.00

Kepala Tukang 0.0220 Oh 42,000.00 924.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )

A.06.51 1 M2 PASANG LISPLANG UKURAN 2 x (3 x 20) cm, KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 2" - 5" 0.0600 kg 9,000.00 540.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.0750 Oh 42,500.00 3,187.50






A.06.52 1 M2 PASANG LISPLANG UKURAN 2 x (2 x 20) cm, KAYU KAMPER BANJAR

BAHAN :


Paku Biasa 2" - 5" 0.0600 kg 9,000.00 540.00


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.1000 Oh 36,500.00 3,650.00

Kepala Tukang 0.0100 Oh 42,000.00 420.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.06.53 1 M2 PASANG LISPLANG UKURAN 2 x (2 x 20) cm, KAYU LOKAL KLS II

BAHAN :


Paku Biasa 2" - 5" 0.0600 kg 9,000.00 540.00


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.1000 Oh 36,500.00 3,650.00

Kepala Tukang 0.0100 Oh 42,000.00 420.00

Mandor 0.0500 Oh 42,500.00 2,125.00








1 2 3 4 5 6 = ( 3 x 5 )

A.06.54 1 M2 PASANG RANGKA DINDING PEMISAH KAYU KAMPER BANJAR

BAHAN :



Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.4500 Oh 36,500.00 16,425.00

Kepala Tukang 0.0450 Oh 42,000.00 1,890.00

Mandor 0.0225 Oh 42,500.00 956.25






A.06.55 1 M2 PASANG RANGKA DINDING PEMISAH KAYU KAYU LOKAL KLS II

BAHAN :

Kayu KAYU LOKAL KLS II , Balok 0.0195 m³ 1,950,000.00 38,025.00


Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.4500 Oh 36,500.00 16,425.00

Kepala Tukang 0.0450 Oh 42,000.00 1,890.00

Mandor 0.0225 Oh 42,500.00 956.25






A.06.56 1 M2 PASANG DINDING PEMISAH , RANGKA KAYU KAMPER BANJAR

BAHAN :



Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.4500 Oh 36,500.00 16,425.00

Kepala Tukang 0.0450 Oh 42,000.00 1,890.00

Mandor 0.0225 Oh 42,500.00 956.25








1 2 3 4 5 6 = ( 3 x 5 )

A.06.57 1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER BANJAR

BAHAN :



Paku Biasa 2" - 5" 0.1000 kg 9,000.00 900.00

Lem Kayu 0.5600 m³ 13,000.00 7,280.00

Plywood 4 mm 120 x 240 0.7000 Lbr 85,000.00 59,500.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Kayu 0.6000 Oh 36,500.00 21,900.00

Kepala Tukang 0.0600 Oh 42,000.00 2,520.00

Mandor 0.0100 Oh 42,500.00 425.00






A.06.58 1 M2 PASANG POLYWOOD TEBAL 4 mm, UNTUK DINDING

BAHAN :

Plywood 4 mm 120 x 240 0.7000 lbr 85,000.00 59,500.00

Paku Biasa 1/2" - 1" 0.0500 kg 9,000.00 450.00


UPAH :

Pekerja 0.0250 Oh 27,500.00 687.50

Tukang Kayu 0.0750 Oh 36,500.00 2,737.50

Kepala Tukang 0.0075 Oh 42,000.00 315.00

Mandor 0.0013 Oh 42,500.00 55.25






A.06.59 1 M1 PASANG LIST PLAFOND PROFIL KAYU KAMPER BANJAR 4/4 CM

BAHAN :

Kayu Profil 1.0500 m' 4,000.00 4,200.00


UPAH :

Pekerja 0.0210 Oh 27,500.00 577.50

Tukang Kayu 0.0210 Oh 36,500.00 766.50

Kepala Tukang 0.0020 Oh 42,000.00 84.00

Mandor 0.0010 Oh 42,500.00 42.50





Dibulatkan 6,230.00



1 2 3 4 5 6 = ( 3 x 5 )

A.06.60 1 M1 PASANG LIST PLAFOND PROFIL KAYU LOKAL KLS II 4/4

BAHAN :

Kayu Profil 1.0500 m' 2,200.00 2,310.00


UPAH :

Pekerja 0.0210 Oh 27,500.00 577.50

Tukang Kayu 0.0210 Oh 36,500.00 766.50

Kepala Tukang 0.0020 Oh 42,000.00 84.00

Mandor 0.0010 Oh 42,500.00 42.50





Dibulatkan 4,150.00

A.06.61 1 M2 PASANGAN PINTU PANEL KAYU LOKAL KLS II LAPIS ALUMUNIUM

BAHAN :


Aluminium 1.0000 80,700.00 80,700.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Kayu 2.5000 Oh 36,500.00 91,250.00

Kepala Tukang 0.2500 Oh 42,000.00 10,500.00

Mandor 0.0500 Oh 42,500.00 2,125.00






A.07.01 1 M3 MEMBUAT BETON TUMBUK, 1 Pc : 3 Ps : 5 Kr

BAHAN :

Semen Portland 218.0000 kg 1,000.00 218,000.00

Pasir Beton 0.5200 M3 75,000.00 39,000.00

Batu Pecah Mesin 2/3 0.8700 M3 150,000.00 130,500.00


UPAH :

Pekerja 1.6500 Oh 27,500.00 45,375.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Kepala Tukang 0.0250 Oh 39,500.00 987.50

Mandor 0.0800 Oh 42,500.00 3,400.00






m2



1 2 3 4 5 6 = ( 3 x 5 )

A.07.05 1 M3 MEMBUAT BETON BERTULANG 1 Pc : 2 Ps : 3 Kr

BAHAN :


Pasir Beton 0.5200 M3 75,000.00 39,000.00



UPAH :

Pekerja 1.6500 Oh 27,500.00 45,375.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Kepala Tukang 0.0250 Oh 39,500.00 987.50

Mandor 0.0800 Oh 42,500.00 3,400.00






A.07.13 1 M3 MEMBUAT BETON BERTULANG 1 Pc : 2 Ps : 3 Kr

BAHAN :


Pasir Beton 0.5400 m3 75,000.00 40,500.00

Batu Pecah Mesin 2/3 0.8100 m3 150,000.00 121,500.00


UPAH :

Pekerja 2.0000 Oh 27,500.00 55,000.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 1.0000 Oh 42,500.00 42,500.00






A.07.25 1 Kg PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR

BAHAN :

Besi Beton (Polos / ulir) 1.0500 kg 8,000.00 8,400.00

Kawat Beton 0.0150 kg 8,550.00 128.25


UPAH :

Pekerja 0.0070 Oh 27,500.00 192.50

Tukang Besi 0.0070 Oh 36,500.00 255.50

Kepala Tukang 0.0007 Oh 43,500.00 30.45

Mandor 0.0003 Oh 42,500.00 12.75

Jumlah Pekerja 491.20




Dibulatkan 9,920.00



1 2 3 4 5 6 = ( 3 x 5 )

A.07.28 1 m2 PASANG BEKISTING UNTUK PONDASI

BAHAN :

Kayu Terentang Albasiah, Papan 0.0400 m³ 1,105,000.00 44,200.00

Paku Biasa 2" - 5" 0.3000 m³ 9,000.00 2,700.00

Minyak Bekisting 0.1000 ltr 23,800.00 2,380.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Kayu 0.2600 Oh 36,500.00 9,490.00

Kepala Tukang 0.0260 Oh 42,000.00 1,092.00

Mandor 0.0050 Oh 42,500.00 212.50






A.07.29 1 m2 PASANG BEKISTING UNTUK SLOOF

BAHAN :


Paku Biasa 2" - 5" 0.3000 m³ 9,000.00 2,700.00

Minyak Bekisting 0.1000 m³ 23,800.00 2,380.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Kayu 0.2600 Oh 36,500.00 9,490.00

Kepala Tukang 0.0260 Oh 42,000.00 1,092.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )

A.07.30 1 m2 PASANG BEKISTING UNTUK KOLOM

BAHAN :


Paku Biasa 2" - 5" 0.4000 kg 9,000.00 3,600.00


Kayu Balok Albasiah 0.0015 m³ 1,100,000.00 1,650.00


UPAH :

Pekerja 0.3000 Oh 27,500.00 8,250.00

Tukang Kayu 0.3300 Oh 36,500.00 12,045.00

Kepala Tukang 0.0330 Oh 42,000.00 1,386.00

Mandor 0.0060 Oh 42,500.00 255.00






A.07.31 1 m2 PASANG BEKISTING UNTUK BALOK

BAHAN :


Paku Biasa 2" - 5" 0.4000 kg 9,000.00 3,600.00



2.0000 btg 58,500.00 117,000.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Kayu 0.3300 Oh 36,500.00 12,045.00

Kepala Tukang 0.0330 Oh 42,000.00 1,386.00

Mandor 0.0060 Oh 42,500.00 255.00






Dolken Kayu Galam Ø - 8 - 10 / 4 m



1 2 3 4 5 6 = ( 3 x 5 )

A.07.32 1 m2 PASANG BEKISTING UNTUK LANTAI

BAHAN :


Paku Biasa 2" - 5" 0.4000 kg 9,000.00 3,600.00



Polywood tebal 9 mm 0.3500 lbr 117,650.00 41,177.50

4.0000 btg 58,500.00 234,000.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Kayu 0.3300 Oh 36,500.00 12,045.00

Kepala Tukang 0.0330 Oh 42,000.00 1,386.00

Mandor 0.0060 Oh 42,500.00 255.00






A.07.33 1 m2 PASANG BEKISTING UNTUK DINDING

BAHAN :

Kayu Terentang 0.0300 m³ 1,105,000.00 33,150.00 Paku Biasa 2" - 5" 0.4000 kg 9,000.00 3,600.00 Minyak Bekisting 0.2000 ltr 23,800.00 4,760.00

Balok Kayu KAYU LOKAL KLS II 0.0200 m³ 3,250,000.00 65,000.00


3.0000 btg 58,500.00 175,500.00

Formtie / Penjaga Jarak Berkisar / Spacer 4.0000 bh -


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Kayu 0.3300 Oh 36,500.00 12,045.00

Kepala Tukang 0.0330 Oh 42,000.00 1,386.00

Mandor 0.0060 Oh 42,500.00 255.00










1 2 3 4 5 6 = ( 3 x 5 )

A.07.34 1 m2 PASANG BEKISTING UNTUK TANGGA

BAHAN :


Paku Biasa 2" - 5" 0.4000 kg 9,000.00 3,600.00




2.0000 btg 58,500.00 117,000.00


UPAH :

Pekerja 0.3200 Oh 27,500.00 8,800.00

Tukang Kayu 0.3300 Oh 36,500.00 12,045.00

Kepala Tukang 0.0330 Oh 42,000.00 1,386.00

Mandor 0.0060 Oh 42,500.00 255.00






A.07.35 1 M3 MEMBUAT BETON DENGAN MUTU K 225

BAHAN :


Pasir Beton 0.6500 m³ 75,000.00 48,750.00

Batu Pecah Mesin 2/3 0.6500 m³ 150,000.00 97,500.00


UPAH :

Pekerja 6.0000 Oh 27,500.00 165,000.00

Tukang Batu 1.0000 Oh 34,000.00 34,000.00

Kepala Tukang 0.1000 Oh 39,500.00 3,950.00

Mandor 0.3000 Oh 42,500.00 12,750.00









1 2 3 4 5 6 = ( 3 x 5 )

A.07.36 1 M3 MEMBUAT BETON DENGAN MUTU K 275

BAHAN :


Pasir Beton 0.4000 m³ 75,000.00 30,000.00



UPAH :

Pekerja 6.0000 Oh 27,500.00 165,000.00

Tukan Batu 1.0000 Oh 34,000.00 34,000.00

Kepala Tukang 0.1000 Oh 39,500.00 3,950.00

Mandor 0.3000 Oh 42,500.00 12,750.00






A.07.37 1 M2 PASANG TANGGA PENGECORAN

BAHAN :


Paku Biasa 2" - 5" 0.6000 kg 9,000.00 5,400.00

0.5000 btg 58,500.00 29,250.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Batu 0.0500 Oh 34,000.00 1,700.00

Kepala Tukang 0.0050 Oh 39,500.00 197.50

Mandor 0.0070 Oh 42,500.00 297.50









1 2 3 4 5 6 = ( 3 x 5 )

A.07.38 1 M3 MEMBUAT PONDASI BETON BERTULANG (150 kg BESI + BEKISTNG)

BAHAN :


Paku Biasa 2" - 5" 1.5000 kg 9,000.00 13,500.00

Minyak Bekisting 0.4000 lt 23,800.00 9,520.00

Besi Beton Polos 150.0000 kg 8,000.00 1,200,000.00

Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m3 75,000.00 39,000.00

Batu Pecah Mesin 2/3 0.7800 m3 150,000.00 117,000.00


UPAH :

Pekerja 3.9000 Oh 27,500.00 107,250.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Tukang Kayu 1.0400 Oh 36,500.00 37,960.00

Tukang Besi 1.0500 Oh 36,500.00 38,325.00

Kepala Tukang 0.2450 Oh 43,500.00 10,657.50

Mandor 0.1650 Oh 42,500.00 7,012.50






A.07.47 1 M3 MEMBUAT SLOOF 10/15 (202 Kg Besi + Bekesting)


BAHAN :

Bekesting Albasiah 0.4400 m³ 1,105,000.00 486,200.00

Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00

Pelumas Bekesting 0.4000 lt 23,800.00 9,520.00

Besi Beton Polos U 24 202.0000 kg 8,000.00 1,616,000.00

Kawat Beton 2.2500 kg 8,550.00 19,237.50

Semen Portland 6.4600 zak 50,000.00 323,000.00

Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00

Kepala Tukang 0.2450 org 43,500.00 10,657.50

Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,098,866.38




1 2 3 4 5 6 = ( 3 x 5 )

A.07.48 1 M3 MEMBUAT SLOOF 12/15 (257,778 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pembantu Tukang 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,504,627.78


A.07.49 1 M3 MEMBUAT SLOOF 12/15 (170.78 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00



Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,739,045.38




1 2 3 4 5 6 = ( 3 x 5 )

A.07.50 1 M3 MEMBUAT SLOOF 15/20 (180,8889 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00



Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,730,763.70


A.07.51 1 M3 MEMBUAT SLOOF 15/20 (116.89 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00


Besi Beton Polos U 24 116.8900 kg 8,000.00 935,120.00

Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00



Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,167,573.38




1 2 3 4 5 6 = ( 3 x 5 )

A.07.52 1 M3 MEMBUAT KOLOM 12/12 (314.0964 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 4,036,694.70




BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,110,649.58




1 2 3 4 5 6 = ( 3 x 5 )

A.07.54 1 M3 MEMBUAT KOLOM 15/15 (211,5556 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,292,350.66




BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,658,701.38




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,949,553.70




BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,386,354.58




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,573,799.42




BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,125,005.58




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,088,586.34




BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 1,663,414.38




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,212,349.98


A.07.64 1 M3 MEMBUAT RING BALK 10/15 (202 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,147,486.38




1 2 3 4 5 6 = ( 3 x 5 )

A.07.65 1 M3 MEMBUAT RING BALK 10/15 (202 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,147,486.38


A.07.66 1 M3 MEMBUAT BALOK 12/15 (217.7900 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,383,678.38




1 2 3 4 5 6 = ( 3 x 5 )

A.07.67 1 M3 MEMBUAT RING BALK 15/15 (211,5556 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 3,037,095.66


A.07.68 1 M3 MEMBUAT RING BALK 15/15 (139.550 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,403,446.38




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,767,228.70




BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,204,029.58




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,511,441.74


A.07.72 1 M3 MEMBUAT RING BALK 15/25 ( 97.423 Kg Besi + Bekesting)


BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,032,728.78




1 2 3 4 5 6 = ( 3 x 5 )



BAHAN :


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50


Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00


UPAH :

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00


Pekerja 3.0000 org 27,500.00 82,500.00

Mandor 0.1225 org 42,500.00 5,206.25




Jumlah 2,720,295.66


A.07.74 1 M2 PASANGAN LANTAI BATU SIKAT

BAHAN :

Batu sikat 0,5 / 2 cm 1.0000 m² 40,000.00 40,000.00

P.C (50 kg) + Campuran khusus 0.2600 zak #REF! #REF!

Pasir pasang 0.0300 m³ #REF! #REF!

Jumlah Bahan #REF!

UPAH :

Pekerja 0.5000 org 27,500.00 13,750.00

Tk. batu 1.5000 org 34,000.00 51,000.00

Kep. Tukang batu 0.1000 org 39,500.00 3,950.00

Mandor 0.0250 org 42,500.00 1,062.50


Jumlah Bahan + Pekerja #REF!

Keuntungan Max. 10 % #REF!

Jumlah #REF!

Dibulatkan #REF!



1 2 3 4 5 6 = ( 3 x 5 )

A.07.75 1 M3 PEK. PLAT BETON BERTULANG, TULANGAN 1 LAPIS DIA.10 JARAK 10 cm TEBAL 10 cm

BAHAN :


Pasir Beton 0.5200 lbr 75,000.00 39,000.00


Besi Beton (Polos / ulir) 137.3610 Kg 8,000.00 1,098,888.00

Kawat Beton 1.9623 Kg 8,550.00 16,777.67


Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00

Minyak Bekisting 1.4000 Ltr 23,800.00 33,320.00



UPAH :

Pekerja 6.4697 Oh 27,500.00 177,917.85

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Tukang Kayu 4.0260 Oh 36,500.00 146,949.00

Tukang Besi 1.0073 Oh 36,500.00 36,766.96

Kepala Tukang 0.5192 Oh 43,500.00 22,584.07

Mandor 0.1924 Oh 42,500.00 8,178.96








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Beton 0.5200 lbr 75,000.00 39,000.00



Kawat Beton 2.8169 Kg 8,550.00 24,084.07


Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00




UPAH :

Pekerja 6.4697 Oh 27,500.00 177,917.85

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Tukang Kayu 4.0260 Oh 36,500.00 146,949.00

Tukang Besi 1.0073 Oh 36,500.00 36,766.96

Kepala Tukang 0.5192 Oh 43,500.00 22,584.07

Mandor 0.1924 Oh 42,500.00 8,178.96








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Beton 0.5200 lbr 75,000.00 39,000.00



Kawat Beton 2.3447 Kg 8,550.00 20,046.85


Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00




UPAH :

Pekerja 6.4697 Oh 27,500.00 177,917.85

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Tukang Kayu 4.0260 Oh 36,500.00 146,949.00

Tukang Besi 1.0073 Oh 36,500.00 36,766.96

Kepala Tukang 0.5192 Oh 43,500.00 22,584.07

Mandor 0.1924 Oh 42,500.00 8,178.96








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :


Pasir Beton 0.5200 lbr 75,000.00 39,000.00



Kawat Beton 4.9937 Kg 8,550.00 42,696.14


Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00




UPAH :

Pekerja 6.4697 Oh 27,500.00 177,917.85

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Tukang Kayu 4.0260 Oh 36,500.00 146,949.00

Tukang Besi 1.0073 Oh 36,500.00 36,766.96

Kepala Tukang 0.5192 Oh 43,500.00 22,584.07

Mandor 0.1924 Oh 42,500.00 8,178.96








1 2 3 4 5 6 = ( 3 x 5 )

A.07.79 1 M3 PEK. PLAT BETON BERTULANG, TULANGAN 2 LAPIS DIA.16-17.5CM DAN DIA. 10-12.5 cm TEBAL 20 cm

BAHAN :


Pasir Beton 0.5200 lbr 75,000.00 39,000.00



Kawat Beton 2.5200 Kg 8,550.00 21,546.00


Paku Biasa 2" - 5" 0.1500 kg 9,000.00 1,350.00




UPAH :

Pekerja 5.1940 Oh 27,500.00 142,835.00

Tukang Batu 0.2500 Oh 34,000.00 8,500.00

Tukang Kayu 2.4420 Oh 36,500.00 89,133.00

Tukang Besi 1.2936 Oh 36,500.00 47,216.40

Kepala Tukang 0.3868 Oh 43,500.00 16,825.80

Mandor 0.1748 Oh 42,500.00 7,429.00






A.08.02 1 M2 PASANG ATAP GENTENG PALENTONG

BAHAN :

Genteng Palentong 25.0000 buah 1,200.00 30,000.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.0750 Oh 36,500.00 2,737.50

Kepala Tukang 0.0080 Oh 42,000.00 336.00

Mandor 0.0050 Oh 42,500.00 212.50








1 2 3 4 5 6 = ( 3 x 5 )

A.08.03 1 M2 PASANG ATAP GENTENG MORANDO NATURAL (18 BH)

BAHAN :

Genteng Morando Natural 18.0000 buah 1,650.00 29,700.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.0600 Oh 36,500.00 2,190.00

Kepala Tukang 0.0060 Oh 42,000.00 252.00

Mandor 0.0050 Oh 42,500.00 212.50






A.08.05 1 M2 PASANG BUBUNG GENTENG PALENTONG

BAHAN :

Genteng Bubung Palentong 5.0000 buah 1,600.00 8,000.00


Pasir Pasang 0.0320 buah 65,000.00 2,080.00


UPAH :

Pekerja 0.4000 Oh 27,500.00 11,000.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0200 Oh 42,000.00 840.00

Mandor 0.0020 Oh 42,500.00 85.00






A.08.06 1 M2 PASANG BUBUNG GENTENG MORANDO NATURAL

BAHAN :

Genteng Bubung Morando Natural 4.0000 buah 2,800.00 11,200.00


Pasir Pasang 0.0320 buah 65,000.00 2,080.00


UPAH :

Pekerja 0.4000 Oh 27,500.00 11,000.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0200 Oh 42,000.00 840.00

Mandor 0.0020 Oh 42,500.00 85.00








1 2 3 4 5 6 = ( 3 x 5 )

A.08.11 1 M2 PASANG ATAP ASBES GELOMBANG (1,80 x 0,90m) x 5 mm

BAHAN :

Asbes Gelombang 0.6200 lbr 68,700.00 42,594.00

Paku Pancing 60 x 230 0.1200 kg 12,500.00 1,500.00


UPAH :

Pekerja 0.1400 Oh 27,500.00 3,850.00

Tukang Kayu 0.0700 Oh 36,500.00 2,555.00

Kepala Tukang 0.0070 Oh 42,000.00 294.00

Mandor 0.0035 Oh 42,500.00 148.75






A.08.12 1 M2 PASANG ATAP ASBES GELOMBANG (0,80 x 1,80m) x 5 mm

BAHAN :


Paku Pancing 0.1200 kg 12,500.00 1,500.00


UPAH :

Pekerja 0.1400 Oh 27,500.00 3,850.00

Tukang Kayu 0.0700 Oh 36,500.00 2,555.00

Kepala Tukang 0.0070 Oh 42,000.00 294.00

Mandor 0.0035 Oh 42,500.00 148.75






A.08.13 1 M2 PASANG ATAP ASBES GELOMBANG (0,90m x 1,80m) x 4 mm

BAHAN :


Paku Pancing 0.1200 kg 12,500.00 1,500.00


UPAH :

Pekerja 0.1400 Oh 27,500.00 3,850.00

Tukang Kayu 0.0700 Oh 36,500.00 2,555.00

Kepala Tukang 0.0070 Oh 42,000.00 294.00

Mandor 0.0070 Oh 42,500.00 297.50








1 2 3 4 5 6 = ( 3 x 5 )

A.08.14 1 M' PASANG NOK ASBES GELOMBANG , 4 mm

BAHAN :

Asbes Gelombang 1.1000 bh 22,000.00 24,200.00

Paku Pancing 0.0240 kg 12,500.00 300.00


UPAH :

Pekerja 0.0160 Oh 27,500.00 440.00

Tukang Kayu 0.0800 Oh 36,500.00 2,920.00

Kepala Tukang 0.0080 Oh 42,000.00 336.00

Mandor 0.0040 Oh 42,500.00 170.00






A.08.30 1 M2 PASANG ATAP GENTENG BETON

BAHAN :

Genteng Beton 11.0000 bh 3,300.00 36,300.00

Paku Biasa 2" - 5" 0.0300 bh 9,000.00 270.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Kayu 0.1000 Oh 36,500.00 3,650.00

Kepala Tukang 0.0100 Oh 42,000.00 420.00

Mandor 0.0010 Oh 42,500.00 42.50






A.09.02 1 M2 LANGIT - LANGIT ETERNIT (1,00 x 1,00) m , TEBAL 4 mm

BAHAN :

Eternit 1.1000 lbr 8,450.00 9,295.00

Paku 0.0100 kg 9,000.00 90.00


UPAH :

Pekerja 0.0300 Oh 27,500.00 825.00

Tukang Kayu 0.0700 Oh 36,500.00 2,555.00

Kepala Tukang 0.0070 Oh 42,000.00 294.00

Mandor 0.0015 Oh 42,500.00 63.75








1 2 3 4 5 6 = ( 3 x 5 )

A.09.24 1 M2 LANGIT - LANGIT GYPSUM BOARD, TEBAL 9 mm

BAHAN :

Gypsum Board (120 x 240 x9) mm 0.3640 lbr 54,000.00 19,656.00

Paku Sekrup 0.1100 kg 6,750.00 742.50


UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Kayu 0.0500 Oh 36,500.00 1,825.00

Kepala Tukang 0.0050 Oh 42,000.00 210.00

Mandor 0.0050 Oh 42,500.00 212.50






A.10.01 MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK

BAHAN :

Kloset duduk/monoblok 1.0000 bh 1,098,750.00 1,098,750.00

Perlengkapan 0.0600 1,098,750.00 65,925.00


UPAH :

Pekerja 2.1000 Oh 27,500.00 57,750.00

Tukang Batu 0.9600 Oh 34,000.00 32,640.00

Kepala Tukang 0.0010 Oh 39,500.00 39.50

Mandor 0.1600 Oh 42,500.00 6,800.00






A.10.02 MEMASANG 1 BUAH KLOSET JONGKOK PORSELEN

BAHAN :

Kloset Jongkok porselen 1.0000 bh 109,200.00 109,200.00


Pasir Pasang 0.0100 m³ 65,000.00 650.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.3000 Oh 34,000.00 10,200.00

Kepala Tukang 0.1500 Oh 39,500.00 5,925.00

Mandor 0.0800 Oh 42,500.00 3,400.00






harga kloset



1 2 3 4 5 6 = ( 3 x 5 )

A.10.04 MEMASANG 1 BUAH URINOIR

BAHAN :

Urinoir 1.0000 bh 1,276,200.00 1,276,200.00

Perlengkapan 0.3000 1,276,200.00 382,860.00


Pasir Pasang 0.0100 m³ 65,000.00 650.00


UPAH :

Pekerja 1.0000 Oh 27,500.00 27,500.00

Tukang Batu 0.9000 Oh 34,000.00 30,600.00

Kepala Tukang 0.1000 Oh 39,500.00 3,950.00

Mandor 0.1000 Oh 42,500.00 4,250.00






A.10.05 MEMASANG 1 BUAH WASTAFEL

BAHAN :

Wastafel 1.0000 bh 511,800.00 511,800.00

Perlengkapan 0.1200 511,800.00 61,416.00

Semen Abu-abu 6.0000 kg 1,000.00 6,000.00

Pasir Pasang 0.0100 m³ 65,000.00 650.00


UPAH :

Pekerja 1.2000 Oh 27,500.00 33,000.00

Tukang Batu 1.4500 Oh 34,000.00 49,300.00

Kepala Tukang 0.1500 Oh 39,500.00 5,925.00

Mandor 0.1000 Oh 42,500.00 4,250.00






hrg urinoir

hrg kloset



1 2 3 4 5 6 = ( 3 x 5 )

A.10.06 MEMASANG 1 BUAH BAK MANDI TRASO VOLUME 0,3 M3

BAHAN :

Bak Teraso 1.0000 bh 204,000.00 204,000.00


Pasir Pasang 0.0100 m³ 65,000.00 650.00


UPAH :

Pekerja 2.1000 Oh 27,500.00 57,750.00

Tukang Batu 0.7500 Oh 34,000.00 25,500.00

Kepala Tukang 0.0700 Oh 39,500.00 2,765.00

Mandor 0.1100 Oh 42,500.00 4,675.00






A.10.07 MEMASANG 1 BUAH BAK MANDI FIBREGLASS VOLUME 0,3 M3

BAHAN :

Bak Fibreglass 1.0000 bh 95,500.00 95,500.00

Perlengkapan 0.1800 hrg bak 95,500.00 17,190.00


UPAH :

Pekerja 1.8000 Oh 27,500.00 49,500.00

Tukang Batu 0.6000 Oh 34,000.00 20,400.00

Kepala Tukang 0.5400 Oh 39,500.00 21,330.00

Mandor 0.1100 Oh 42,500.00 4,675.00








1 2 3 4 5 6 = ( 3 x 5 )

A.10.08 MEMASANG 1 BUAH BAK MANDI BATU BATA VOLUME 0,3 M3

BAHAN :

Batu Bata 110.0000 bh 240.00 26,400.00


Pasir Pasang 0.3000 m³ 65,000.00 19,500.00

Porselen (11x11)cm 216.0000 bh 419.84 90,686.03

Semen nat 6.0000 kg 5,000.00 30,000.00


UPAH :

Pekerja 2.0000 Oh 27,500.00 55,000.00

Tukang Batu 1.0000 Oh 34,000.00 34,000.00

Kepala Tukang 0.3000 Oh 39,500.00 11,850.00

Mandor 0.1500 Oh 42,500.00 6,375.00






A.10.09 MEMASANG 1 BUAH BADKIP PORSELEN

BAHAN :

Badkip 1.0000 m³ 1,633,800.00 1,633,800.00

Perlengkapan 0.2000 1,633,800.00 326,760.00


UPAH :

Pekerja - Oh 27,500.00 -

Tukang Batu 0.0750 Oh 34,000.00 2,550.00

Kepala Tukang 0.7500 Oh 39,500.00 29,625.00

Mandor 0.2500 Oh 42,500.00 10,625.00






hrg badkip



1 2 3 4 5 6 = ( 3 x 5 )

A.10.16 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA UKURAN (30X30) TINGGI 35 CM

BAHAN :

Batu Bata 0.1450 bh 240.00 34.80


Pasir Pasang 0.0700 m3 65,000.00 4,550.00

Batu Kerikil 0.0700 m3 150,000.00 10,500.00

Besi beton 1.6000 kg 8,000.00 12,800.00

Pasir Beton 0.0600 m3 75,000.00 4,500.00


UPAH :

Pekerja 3.2000 Oh 27,500.00 88,000.00

Tukang Batu 1.0150 Oh 34,000.00 34,510.00

Kepala Tukang 0.0015 Oh 39,500.00 59.25

Mandor 0.0160 Oh 42,500.00 680.00







BAHAN :

Batu Bata 0.2500 m3 240.00 60.00


Pasir Pasang 0.1300 m3 65,000.00 8,450.00

Batu Kerikil 0.0200 m3 150,000.00 3,000.00

Besi beton 2.6000 kg 9,000.00 23,400.00

Pasir Beton 0.0900 m3 75,000.00 6,750.00


UPAH :

Pekerja 1.4200 Oh 27,500.00 39,050.00

Tukang Batu 0.4730 Oh 34,000.00 16,082.00

Kepala Tukang 0.0470 Oh 39,500.00 1,856.50

Mandor 0.0710 Oh 42,500.00 3,017.50





Dibulatkan - 196,530.00



1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Batu Bata 0.3710 m3 240.00 89.04


Pasir Pasang 0.1840 m3 65,000.00 11,960.00

Batu Kerikil 0.0330 m3 150,000.00 4,950.00

Besi beton 4.8500 kg 8,000.00 38,800.00

Pasir Beton 0.1200 m3 75,000.00 9,000.00


UPAH :

Pekerja 2.1600 Oh 27,500.00 59,400.00

Tukang Gali 0.1000 Oh 34,000.00 3,400.00

Tukang Batu 0.7200 Oh 34,000.00 24,480.00

Kepala Tukang 0.0720 Oh 39,500.00 2,844.00

Mandor 0.1080 Oh 42,500.00 4,590.00






A.10.19 MEMASANG 1 M' PIPA GALVANIS DIAMETER 0,5"

BAHAN :

Pipa Galvanis 1.2000 m' 11,666.67 14,000.00

Perlengkapan 0.3500 hrg pipa 11,666.67 4,083.33


UPAH :

Pekerja 0.0540 Oh 27,500.00 1,485.00

Tukang Batu 0.0900 Oh 34,000.00 3,060.00

Kepala Tukang 0.0090 Oh 39,500.00 355.50

Mandor 0.0270 Oh 42,500.00 1,147.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Pipa Galvanis 1.2000 m' 14,216.67 17,060.00



UPAH :

Pekerja 0.0540 Oh 27,500.00 1,485.00

Tukang Batu 0.0900 Oh 34,000.00 3,060.00

Kepala Tukang 0.0090 Oh 39,500.00 355.50

Mandor 0.0270 Oh 42,500.00 1,147.50






A.10.21 MEMASANG 1 M' PIPA GALVANIS DIAMETER 1"

BAHAN :

Pipa Galvanis 1.2000 1,2 m' 21,133.33 25,360.00



UPAH :

Pekerja 0.0540 Oh 27,500.00 1,485.00

Tukang Batu 0.0900 Oh 34,000.00 3,060.00

Kepala Tukang 0.0090 Oh 39,500.00 355.50

Mandor 0.0270 Oh 42,500.00 1,147.50







BAHAN :

Pipa Galvanis 1.2000 1,2 m' 32,700.00 39,240.00



UPAH :

Pekerja 0.1080 Oh 27,500.00 2,970.00

Tukang Batu 0.1800 Oh 34,000.00 6,120.00

Kepala Tukang 0.0180 Oh 39,500.00 711.00

Mandor 0.0054 Oh 42,500.00 229.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Pipa Galvanis 1.2000 1,2 m' 77,333.33 92,800.00



UPAH :

Pekerja 0.1080 Oh 27,500.00 2,970.00

Tukang Batu 0.1800 Oh 34,000.00 6,120.00

Kepala Tukang 0.0180 Oh 39,500.00 711.00

Mandor 0.0054 Oh 42,500.00 229.50







BAHAN :

Pipa Galvanis 1.2000 1,2 m' 101,916.67 122,300.00



UPAH :

Pekerja 0.1350 Oh 27,500.00 3,712.50

Tukang Batu 0.2250 Oh 34,000.00 7,650.00

Kepala Tukang 0.0225 Oh 39,500.00 888.75

Mandor 0.0068 Oh 42,500.00 289.00






A.10.25 MEMASANG 1 M' PIPA PVC TIPE AW DIAMETER 0,5"

BAHAN :

Pipa PVC 1.2000 m' 5,450.00 6,540.00



UPAH :

Pekerja 0.0360 Oh 27,500.00 990.00

Tukang Batu 0.0600 Oh 34,000.00 2,040.00

Kepala Tukang 0.0060 Oh 39,500.00 237.00

Mandor 0.0018 Oh 42,500.00 76.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Pipa PVC 1.2000 m' 7,675.00 9,210.00



UPAH :

Pekerja 0.0360 Oh 27,500.00 990.00

Tukang Batu 0.0600 Oh 34,000.00 2,040.00

Kepala Tukang 0.0060 Oh 39,500.00 237.00

Mandor 0.0018 Oh 42,500.00 76.50






A.10.27 MEMASANG 1 M' PIPA PVC TIPE AW DIAMETER 1"

BAHAN :

Pipa PVC 1.2000 m' 9,550.00 11,460.00



UPAH :

Pekerja 0.0360 Oh 27,500.00 990.00

Tukang Batu 0.0600 Oh 34,000.00 2,040.00

Kepala Tukang 0.0060 Oh 39,500.00 237.00

Mandor 0.0018 Oh 42,500.00 76.50







BAHAN :

Pipa PVC 1.2000 m' 17,200.00 20,640.00



UPAH :

Pekerja 0.0360 Oh 27,500.00 990.00

Tukang Batu 0.0600 Oh 34,000.00 2,040.00

Kepala Tukang 0.0060 Oh 39,500.00 237.00

Mandor 0.0018 Oh 42,500.00 76.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Pipa PVC 1.2000 m' 23,525.00 28,230.00



UPAH :

Pekerja 0.0540 Oh 27,500.00 1,485.00

Tukang Batu 0.0900 Oh 34,000.00 3,060.00

Kepala Tukang 0.0090 Oh 39,500.00 355.50

Mandor 0.0027 Oh 42,500.00 114.75







BAHAN :

Pipa PVC 1.2000 m' 30,000.00 36,000.00



UPAH :

Pekerja 0.0360 Oh 27,500.00 990.00

Tukang Batu 0.0600 Oh 34,000.00 2,040.00

Kepala Tukang 0.0060 Oh 39,500.00 237.00

Mandor 0.0018 Oh 42,500.00 76.50







BAHAN :

Pipa PVC 1.2000 m' 45,050.00 54,060.00



UPAH :

Pekerja 0.0810 Oh 27,500.00 2,227.50

Tukang Batu 0.1350 Oh 34,000.00 4,590.00

Kepala Tukang 0.0135 Oh 39,500.00 533.25

Mandor 0.0041 Oh 42,500.00 174.25








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Pipa PVC 1.2000 m' 69,937.50 83,925.00



UPAH :

Pekerja 0.0810 Oh 27,500.00 2,227.50

Tukang Batu 0.1350 Oh 34,000.00 4,590.00

Kepala Tukang 0.0135 Oh 39,500.00 533.25

Mandor 0.0041 Oh 42,500.00 174.25






A.10.33 MEMASANG 1 BH BAK CUCI PIRING STAILES STEEL

BAHAN :

Bak Cuci Stainless Steel 1.0000 bh 160,000.00 160,000.00

Water drain + asesories 1.0000 bh 20,000.00 20,000.00


UPAH :

Pekerja 0.0300 Oh 27,500.00 825.00

Tukang Batu 0.3000 Oh 34,000.00 10,200.00

Kepala Tukang 0.0300 Oh 39,500.00 1,185.00

Mandor 0.0015 Oh 42,500.00 63.75






A.10.35 MEMASANG 1 BH KRAN DIAMETER 0,75' ATAU 0,5"

BAHAN :

Kran Air 1.0000 bh 20,400.00 20,400.00

Seal tape 0.0250 bh 1,300.00 32.50


UPAH :

Pekerja 0.0100 Oh 27,500.00 275.00

Tukang Batu - Oh 34,000.00 -

Kepala Tukang 0.0010 Oh 39,500.00 39.50

Mandor 0.0005 Oh 42,500.00 21.25








1 2 3 4 5 6 = ( 3 x 5 )

A.10.36 MEMASANG 1 BH FLOOR DRAIN

BAHAN :

Floordrain 1.0000 bh 20,000.00 20,000.00


UPAH :

Pekerja 0.0100 Oh 27,500.00 275.00

Tukang Batu - Oh 34,000.00 -

Kepala Tukang 0.0010 Oh 39,500.00 39.50

Mandor 0.0005 Oh 42,500.00 21.25






A.10.37 1 UNIT SEPTICTANK 2,5 X 1,5 X 2M + REMBESANNYA ( KANTOR TYPE BESAR )

Galian tanah 7.5000 m³ 16,675.00 125,062.50

Pasir urug 0.3570 m³ 74,675.00 26,658.98

Lantai kerja 3.7500 m³ 445,762.50 1,671,609.38

Pas. bata 1 PC : 2 PS + Plesteran 25.0000 m² 70,360.00 1,759,000.00

Plat beton penutup & balok 0.5000 m³ 2,708,484.50 1,354,242.25

Pipa PVC 4" jenis AW + sambungan 9.0000 m1 34,125.00 307,125.00

Pipa GIP 1/2" 2.0000 m1 11,666.67 23,333.33

Galian tanah untuk rembesan 5.6250 m³ 16,675.00 93,796.88

Pas. injuk 9.0000 kg 19,162.50 172,462.50

Urugan kerikil 3,5 cm 1.7500 m³ 145,000.00 253,750.00

Pipa PVC 4" berlobang jenis AW 6.0000 m1 26,600.00 159,600.00

Urugan kembali perataan tanah 1.8750 m³ 6,087.50 11,414.06

Jumlah 5,958,054.87


Jumlah 6,553,860.36




1 2 3 4 5 6 = ( 3 x 5 )

A.10.38 1 UNIT SEPTICTANK 2 X 1,5 X 1,5 M + REMBESANNYA ( KANTOR TYPE KECIL )

Galian tanah 4.5000 m³ 16,675.00 75,037.50

Pasir urug 0.2142 m³ 74,675.00 15,995.39

Lantai kerja 2.2500 m³ 445,762.50 1,002,965.63

Pas. bata 1 PC : 2 PS + Plesteran 15.0000 m² 70,360.00 1,055,400.00

Plat beton penutup & balok 0.3000 m³ 2,708,484.50 812,545.35


Pipa GIP 1/2" 1.2000 btg 11,666.67 14,000.00


Pas. injuk 5.4000 kg 19,162.50 103,477.50




Jumlah 3,718,472.92


Jumlah 4,090,320.21


A.10.39 1 UNIT SEPTICTANK 1.5 X 1 X 1,5 M + REMBESANNYA ( RUMAH KAPASITAS KECIL)

Galian tanah 2.2500 m³ 16,675.00 37,518.75

Pasir urug 0.1071 m³ 74,675.00 7,997.69

Lantai kerja 1.1250 m³ 445,762.50 501,482.81

Pas. bata 1 PC : 2 PS + Plesteran 7.5000 m² 70,360.00 527,700.00

Plat beton penutup & balok 0.1500 m³ 2,708,484.50 406,272.68


Pipa GIP1/2" 0.6000 btg 11,666.67 7,000.00


Pas. injuk 2.7000 kg 19,162.50 51,738.75




Jumlah 2,193,923.96


Jumlah 2,413,316.36


A.10.40 1 M1 SALURAN GREFEL BETON 1/2 Q 20 CM + PASANGAN

Galian Tanah 0.1500 m³ 12,700.00 1,905.00

Grefel Beton 20 Cm X 1/2 1.0000 bh 20,000.00 20,000.00

Pas . Bata + Plesteran 1 : 3 1.0000 m1 65,910.00 65,910.00


UPAH :

Upah kerja 0.1500 ls 87,815.00 13,172.25








1 2 3 4 5 6 = ( 3 x 5 )

A.10.41 1 M1 SALURAN GREFEL BETON 1/2 Q 30 CM + PASANGAN

Galian Tanah 0.2000 m³ 12,700.00 2,540.00

Grefel Beton 30 Cm X 1/2 1.0000 bh 30,000.00 30,000.00

Pas . Bata + Plesteran 1 : 3 1.0000 m1 65,910.00 65,910.00


UPAH :

Upah Kerja 0.1500 ls 98,450.00 14,767.50






A.11.01 1 KG PASANG RANGKA ATAP BAJA

BAHAN :

Besi Profil WF 1.1000 kg 9,250.00 10,175.00

Meni Besi 0.0800 kg 15,600.00 1,248.00


UPAH :

Pekerja 0.0600 Oh 27,500.00 1,650.00

Tukang Besi 0.0060 Oh 34,000.00 204.00

Kepala Tukang 0.0060 Oh 47,500.00 285.00

Mandor 0.0003 Oh 42,500.00 12.75






A.11.08 1 M2 PASANG ROLLING DOOR

BAHAN :

Roll Door 1.0000 m2 400,000.00 400,000.00


UPAH :

Pekerja 1.0500 Oh 27,500.00 28,875.00

Tukang Besi Konstruksi 1.5000 Oh 36,500.00 54,750.00

Kepala Tukang 0.1050 Oh 43,500.00 4,567.50

Mandor 0.0052 Oh 42,500.00 221.00








1 2 3 4 5 6 = ( 3 x 5 )

A.11.09 1 M2 PASANG PINTU ALUMINIUM

BAHAN :

Pintu Alluminium 1.0000 m2 150,000.00 150,000.00


UPAH :

Pekerja 1.0500 Oh 27,500.00 28,875.00

Tukang Besi Konstruksi 1.0500 Oh 36,500.00 38,325.00

Kepala Tukang 0.1050 Oh 43,500.00 4,567.50

Mandor 0.0052 Oh 42,500.00 221.00






A.11.12 1 M2 PASANG TERALIS BESI

BAHAN :

Besi Strip 2x3 1.0000 m2 80,000.00 80,000.00


UPAH :

Pekerja 1.2000 Oh 27,500.00 33,000.00

Tukang Kayu 1.2000 Oh 36,500.00 43,800.00

Kepala Tukang 0.0120 Oh 42,000.00 504.00

Mandor 0.00060 Oh 42,500.00 25.50






A.11.17 1 M2 PASANG JENDELA NAKO DAN TRALIS

BAHAN :

Jendela Nako 1.1000 m2 13,650.00 15,015.00

Paku Biasa 1/2"-1" atau skrup 0.0200 kg 9,000.00 180.00

Besi Strip 2x3 0.0250 m2 8,200.00 205.00


UPAH :

Pekerja 0.2000 Oh 27,500.00 5,500.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0200 Oh 42,000.00 840.00

Mandor 0.00100 Oh 42,500.00 42.50








1 2 3 4 5 6 = ( 3 x 5 )

A.11.18 1 M2 PASANG TALANG DATAR, SENG BJLS 28

BAHAN :

Seng Plat 3 x 6 bjls 28 0.5000 lbr 21,850.00 10,925.00

Paku Biasa 1/2"-1" 0.0150 kg 9,000.00 135.00

Kayu KAYU LOKAL KLS II, papan 0.0096 m3 3,510,000.00 33,696.00

Flincote/Meni Besi 0.2500 kg 15,600.00 3,900.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.4000 Oh 36,500.00 14,600.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.00125 Oh 42,500.00 53.13






A.11.19 1 M2 PASANG TALANG MIRING, SENG BJLS 28

BAHAN :


Paku Biasa 1/2"-1" 0.0150 kg 9,000.00 135.00


Flincote/Meni Besi 0.3000 kg 15,600.00 4,680.00


UPAH :

Pekerja 0.0400 Oh 27,500.00 1,100.00

Tukang Kayu 0.4000 Oh 36,500.00 14,600.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.00125 Oh 42,500.00 53.13








1 2 3 4 5 6 = ( 3 x 5 )

A.11.20 1 M2 PASANG TALANG 1/2 LINGKARAN D-10 CM, SENG BJLS 28

BAHAN :


Paku Biasa 1/2"-1" 0.1000 kg 9,000.00 900.00


Besi Strip 0.5000 kg 9,500.00 4,750.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.00125 Oh 42,500.00 53.13






A.11.21 1 M2 PASANG TALANG 1/2 LINGKARAN D-10 CM, SENG BJLS 24

BAHAN :


Paku Biasa 1/2"-1" 0.1000 kg 9,000.00 900.00


Besi Strip 0.5000 kg 9,500.00 4,750.00


UPAH :

Pekerja 0.1500 Oh 27,500.00 4,125.00

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.00125 Oh 42,500.00 53.13








1 2 3 4 5 6 = ( 3 x 5 )

A.12.02 1 BUAH PASANG KUNCI TANAM BIASA

BAHAN :

Kunci Tanam biasa 1.0000 bh 87,350.00 87,350.00


UPAH :

Pekerja 0.0100 Oh 27,500.00 275.00

Tukang Kayu 0.5000 Oh 36,500.00 18,250.00

Kepala Tukang 0.0100 Oh 42,000.00 420.00

Mandor 0.0050 Oh 42,500.00 212.50






A.12.03 1 BUAH PASANG KUNCI TANAM KAMAR MANDI

BAHAN :

Kunci Tanam Kamar Mandi 1.0000 bh 40,950.00 40,950.00


UPAH :

Pekerja 0.0050 Oh 27,500.00 137.50

Tukang Kayu 0.5000 Oh 36,500.00 18,250.00

Kepala Tukang 0.0050 Oh 42,000.00 210.00

Mandor 0.0025 Oh 42,500.00 106.25






A.12.04 1 BUAH PASANG KUNCI SILINDER

BAHAN :

Kunci Silinder 1.0000 bh 204,750.00 204,750.00


UPAH :

Pekerja 0.0050 Oh 27,500.00 137.50

Tukang Kayu 0.5000 Oh 36,500.00 18,250.00

Kepala Tukang 0.0050 Oh 42,000.00 210.00

Mandor 0.00025 Oh 42,500.00 10.63








1 2 3 4 5 6 = ( 3 x 5 )

A.12.05 1 BUAH PASANG ENGSEL PINTU

BAHAN :

Engsel pIntu 1.0000 bh 12,200.00 12,200.00


UPAH :

Pekerja 0.0150 Oh 27,500.00 412.50

Tukang Kayu 0.1000 Oh 36,500.00 3,650.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.00075 Oh 42,500.00 31.88






A.12.06 1 BUAH PASANG ENGSEL JENDELA KUPU-KUPU

BAHAN :

Engsel Jendela 1.0000 bh 7,400.00 7,400.00


UPAH :

Pekerja 0.0100 Oh 27,500.00 275.00

Tukang Kayu 0.1000 Oh 36,500.00 3,650.00

Kepala Tukang 0.0100 Oh 42,000.00 420.00

Mandor 0.00050 Oh 42,500.00 21.25






A.12.09 1 BUAH PASANG KAIT ANGIN

BAHAN :

Kait Angin 1.0000 ps 6,750.00 6,750.00


UPAH :

Pekerja 0.0150 Oh 27,500.00 412.50

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.00075 Oh 42,500.00 31.88








1 2 3 4 5 6 = ( 3 x 5 )

A.12.10 1 BUAH PASANG DOOR CLOSER

BAHAN :

Door Closer 1.0000 bh 129,600.00 129,600.00


UPAH :

Pekerja 0.0500 Oh 27,500.00 1,375.00

Tukang Kayu 0.5000 Oh 36,500.00 18,250.00

Kepala Tukang 0.0500 Oh 42,000.00 2,100.00

Mandor 0.00250 Oh 42,500.00 106.25






A.12.11 1 BUAH PASANG KUNCI SELOT

BAHAN :

Kunci Selot 1.0000 bh 6,750.00 6,750.00


UPAH :

Pekerja 0.0200 Oh 27,500.00 550.00

Tukang Kayu 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0200 Oh 42,000.00 840.00

Mandor 0.00100 Oh 42,500.00 42.50






A.12.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER

BAHAN :

Door Holder 1.0000 bh 23,000.00 23,000.00


UPAH :

Pekerja 0.0500 Oh 27,500.00 1,375.00

Tukang Kayu 0.5000 Oh 36,500.00 18,250.00

Kepala Tukang 0.0500 Oh 42,000.00 2,100.00

Mandor 0.00250 Oh 42,500.00 106.25








1 2 3 4 5 6 = ( 3 x 5 )

A.12.14 1 BUAH PASANG REL PINTU DORONG

BAHAN :

Rel Pintu Dorong 1.0000 bh 64,800.00 64,800.00


UPAH :

Pekerja 0.0600 Oh 27,500.00 1,650.00

Tukang Kayu 0.6000 Oh 36,500.00 21,900.00

Kepala Tukang 0.0600 Oh 42,000.00 2,520.00

Mandor 0.00300 Oh 42,500.00 127.50






A.12.16 1 M2 PASANG KACA, TEBAL 3 MM

BAHAN :

Kaca 1.1000 m2 34,000.00 37,400.00


UPAH :

Pekerja 0.0150 Oh 27,500.00 412.50

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.00075 Oh 42,500.00 31.88







BAHAN :

Kaca 1.1000 m2 38,000.00 41,800.00


UPAH :

Pekerja 0.0150 Oh 27,500.00 412.50

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.00075 Oh 42,500.00 31.88








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Kaca 1.1000 m2 66,000.00 72,600.00


UPAH :

Pekerja 0.0165 Oh 27,500.00 453.75

Tukang Kayu 0.1650 Oh 36,500.00 6,022.50

Kepala Tukang 0.0165 Oh 42,000.00 693.00

Mandor 0.00080 Oh 42,500.00 34.00






A.12.19 1 M2 PASANG KACA BURAM, TEBAL 12 MM

BAHAN :

Kaca Buram 1.1000 m2 273,000.00 300,300.00

Sealent 0.0500 kg -


UPAH :

Pekerja 0.0250 Oh 27,500.00 687.50

Tukang Kayu 0.2500 Oh 36,500.00 9,125.00

Kepala Tukang 0.0250 Oh 42,000.00 1,050.00

Mandor 0.00125 Oh 42,500.00 53.13






A.12.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM

BAHAN :

Kaca Patri 1.1000 m2 38,000.00 41,800.00


UPAH :

Pekerja 0.0150 Oh 27,500.00 412.50

Tukang Kayu 0.1500 Oh 36,500.00 5,475.00

Kepala Tukang 0.0150 Oh 42,000.00 630.00

Mandor 0.00075 Oh 42,500.00 31.88








1 2 3 4 5 6 = ( 3 x 5 )

A.12.25 1 KG PEK. ERECTION KONST KUDA-KUDA BESI

Pekerja terampil 0.0010 org 31,500.00 31.50

Tukang besi profil terampil 0.0010 org 39,500.00 39.50

Kepala tukang besi profil 0.0002 org 47,500.00 9.50

Mandor 0.0001 org 42,500.00 4.25

Operator alat besar 0.0002 org 30,000.00 6.00

Pembantu operator 0.0200 org 26,000.00 520.00

Sewa alat ( Las Listrik + Tuckle ) 0.0002 ls 28,750.00 5.75

Bahan bakar solar 0.0100 lt 5,500.00 55.00

Pelumas 0.0010 lt 23,800.00 23.80

Alat bantu 0.0002 lot 695.30 0.14

Jumlah 695.44


Jumlah 764.98

Dibulatkan 760.00

A.12.26 1 KG PEKERJAAN BAJA IWF EX DN

Besi IWF ex DN SII 1.0500 kg 9,250.00 9,712.50


UPAH :

Pekerja Terampil 0.0600 org 31,500.00 1,890.00



Mandor 0.0002 org 42,500.00 8.50

Peralatan ( Alat las, dll) 0.1250 lot 11,826.50 1,478.31






A.12.27 1 KG PEKERJAAN BAJA EX JAPAN

Besi IWF ex Japan 1.0500 kg 10,900.00 11,445.00


UPAH :




Mandor 0.0002 org 42,500.00 8.50










1 2 3 4 5 6 = ( 3 x 5 )

A.12.28 1 KG PEK. KONSTRUKSI BESI SIKU / PROFIL EX. DN

Besi profil / besi siku ex DN 1.0500 kg 10,900.00 11,445.00


UPAH :




Mandor 0.0002 org 42,500.00 8.50







A.12.29 1 Titik PEK. PENGELASAN DENGAN LAS LISTRIK TEBAL = KAWAT 4 MM

Kawat las listrik 0.0400 kg 20,400.00 816.00

Bahan bakar solar 0.0300 lt 5,500.00 165.00

Pelumas 0.0040 lt 23,800.00 95.20


UPAH :

Pekerja Terampil 0.0040 org 31,500.00 126.00



Mandor 0.0010 org 42,500.00 42.50

Alat bantu ( Mesin Las Listrik) 0.2500 lot 1,423.70 355.93





Dibulatkan 1,950.00

A.12.30 1 TITIK MELOBANG KONSTRUKSI BESI DENGAN BOR




Mandor 0.0010 org 42,500.00 42.50

Alat bantu ( Mesin Bor Listrik ) 0.2500 lot 2,600.00 650.00

Jumlah 3,250.00


Jumlah 3,575.00

Dibulatkan 3,570.00



1 2 3 4 5 6 = ( 3 x 5 )

A.12.31 1 M2 PEKERJAAN BONDEX

Bondek 1.0100 m² 110,500.00 111,605.00

Kawat las 0.1000 kg 20,400.00 2,040.00


UPAH :

Pekerja terampil 0.0500 org 31,500.00 1,575.00

Tukang besi profil setengah trampil 0.0300 org 38,000.00 1,140.00

Mandor 0.0100 org 42,500.00 425.00

Shear Connector 1.0000 ls 9,019.45 9,019.45






A.12.32 1 M2 PEKERJAAN WIREMESH M8

Wiremesh M8 1.0100 m² 31,200.00 31,512.00

Kawat las 0.1000 kg 20,400.00 2,040.00


UPAH :

Pekerja terampil 0.1000 org 31,500.00 3,150.00

Tukang besi profil setengah trampil 0.0750 org 38,000.00 2,850.00

Mandor 0.0100 org 42,500.00 425.00






A.12.33 1 M1 PEK.PAGAR DEPAN TRALIS STANDARD

Galian Tanah 0.4500 m³ 12,700.00 5,715.00

Urugan Pasir 10 cm' 0.0800 m³ 74,675.00 5,974.00

Pasang Aanstamping 0.1200 m³ 155,600.50 18,672.06

Pas.Batu Belah 1 pc : 4 psr 0.2000 m³ 355,807.50 71,161.50

Plesteran & Acian 1 pc : 4 psr 0.4100 m² 18,117.50 7,428.18

Beton Tulang ( 100 kg/m3 ) 0.0563 m³ 1,510,727.50 84,978.42

Pagar Tralis 1.5000 m' 450,000.00 675,000.00

Pengecatan 1.0000 m² 25,172.70 25,172.70

Jumlah 894,101.86


Jumlah 983,512.04




1 2 3 4 5 6 = ( 3 x 5 )

A.12.34 1 M1 PEK. PAGAR BELAKANG / SAMPING

Galian Tanah 0.4500 m³ 12,700.00 5,715.00

Urugan Pasir 10 cm' 0.0800 m³ 74,675.00 5,974.00

Pasang Aanstamping 0.1200 m³ 155,600.50 18,672.06

Pas.Batu Belah 1 pc : 4 psr 0.2000 m³ 355,807.50 71,161.50

Pas.bata + plesteran 1 : 4 1.8000 m² 79,896.35 143,813.43

Beton Tulang ( 100 kg/m3 ) 0.0563 m³ 1,510,727.50 84,978.42

Besi Siku 1.0000 kg 8,950.00 8,950.00

Kawat Duri 3.0000 m1 2,350.00 7,050.00

Pengecatan 1.0000 m² 12,259.25 12,259.25

Jumlah 358,573.66


Jumlah 394,431.03


A.13.02 1 M2 PASANG LANTAI TEGEL BADAK ABU-ABU UKURAN 30X30 CM

BAHAN :

Tegel Badak Abu-abu 30x30 cm 11.8700 bh 2,350.00 27,894.50


Pasir Pasang 0.0215 m3 65,000.00 1,397.50


UPAH :

Pekerja 0.2600 Oh 27,500.00 7,150.00

Tukang Batu 0.1250 Oh 34,000.00 4,250.00

Kepala Tukang 0.0125 Oh 39,500.00 493.75

Mandor 0.00130 Oh 42,500.00 55.25






A.13.09 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40X40 CM

BAHAN :

Ubin Granito 40x40 cm 6.9300 bh 41,363.64 286,650.00


Pasir Pasang 0.0215 m3 65,000.00 1,397.50

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.2500 Oh 27,500.00 6,875.00

Tukang Batu 0.1200 Oh 34,000.00 4,080.00

Kepala Tukang 0.0120 Oh 39,500.00 474.00

Mandor 0.00125 Oh 42,500.00 53.13








1 2 3 4 5 6 = ( 3 x 5 )

A.13.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM

BAHAN :

Ubin Keramik 10 x 20 cm 50.0000 bh 900.00 45,000.00


Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50







BAHAN :

Ubin Keramik 20 x 20 cm 25.0000 bh 1,800.00 45,000.00


Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50







BAHAN :



Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50






A.13.48 1 M2 PASANG LANTAI KERAMIK 33 X 33 CM ANTISLIP

BAHAN :

Ubin Keramik 33 x 33 cm Antislip 10.0000 bh 6,000.00 60,000.00


Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50






A.13.51 1 M2 PASANG LANTAI MARMER

BAHAN :

Marmer 1.0520 bh 180,800.00 190,201.60


Pasir Pasang 0.0390 m3 65,000.00 2,535.00

Semen Warna 2.0000 kg 5,000.00 10,000.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.03000 Oh 42,500.00 1,275.00








1 2 3 4 5 6 = ( 3 x 5 )

A.13.56 1 M2 PASANG LANTAI PARQUET JATI

BAHAN :

Parquet Jati 1.0500 m2 320,000.00 336,000.00

Lem Vinyl 0.6000 kg 13,000.00 7,800.00


UPAH :

Pekerja 0.6500 Oh 27,500.00 17,875.00

Tukang 0.3500 Oh 39,500.00 13,825.00

Kepala Tukang 0.0350 Oh 42,000.00 1,470.00

Mandor 0.03250 Oh 42,500.00 1,381.25






A.13.58 1 M2 PASANG DINDING PORSELEN 11 X 11 CM, PUTIH

BAHAN :

Porselen 11 x 11 cm 83.0000 bh 418.07 34,700.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.5000 Oh 34,000.00 17,000.00

Kepala Tukang 0.0500 Oh 39,500.00 1,975.00

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )

A.13.59 1 M2 PASANG DINDING PORSELEN 11 X 11 CM, WARNA

BAHAN :

Porselen 11 x 11 cm, Warna 83.0000 bh 484.34 40,200.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.5000 Oh 34,000.00 17,000.00

Kepala Tukang 0.0500 Oh 39,500.00 1,975.00

Mandor 0.00300 Oh 42,500.00 127.50







BAHAN :

Porselen 10 x 20 cm, Warna 50.0000 bh 900.00 45,000.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.4500 Oh 34,000.00 15,300.00

Kepala Tukang 0.0450 Oh 39,500.00 1,777.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Porselen 20 x 20 cm, Warna 25.0000 bh 1,800.00 45,000.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.4500 Oh 34,000.00 15,300.00

Kepala Tukang 0.0450 Oh 39,500.00 1,777.50

Mandor 0.03000 Oh 42,500.00 1,275.00






A.13.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM,

BAHAN :

Keramik 10 x 20 cm 50.0000 bh 900.00 45,000.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.4500 Oh 34,000.00 15,300.00

Kepala Tukang 0.0450 Oh 39,500.00 1,777.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :

Keramik 20 x 20 cm 25.0000 bh 1,800.00 45,000.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.1000 Oh 34,000.00 3,400.00

Kepala Tukang 0.0450 Oh 39,500.00 1,777.50

Mandor 0.00300 Oh 42,500.00 127.50







BAHAN :

Keramik 10 x 20 cm 50.0000 bh 900.00 45,000.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.1250 Oh 34,000.00 4,250.00

Kepala Tukang 0.0125 Oh 39,500.00 493.75

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )

A.13.70 1 M2 PASANG DINDING MARMER

BAHAN :

Marmer 1.0200 m2 180,800.00 184,416.00

Paku Cacing 2.0000 bh 12,500.00 25,000.00

Semen Abu-abu 12.4400 kg 1,000.00 12,440.00

Pasir Pasang 0.0250 m3 65,000.00 1,625.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.7200 Oh 27,500.00 19,800.00

Tukang Batu 0.6500 Oh 34,000.00 22,100.00

Kepala Tukang 0.0650 Oh 39,500.00 2,567.50

Mandor 0.0035 Oh 42,500.00 148.75






A.13.74 1 M2 PASANG DINDING BATU TEMPEL

BAHAN :

Batu Tempel Hitam 1.0500 m2 117,000.00 122,850.00

Semen Abu-abu 11.7500 kg 1,000.00 11,750.00

Pasir Pasang 0.0350 m3 65,000.00 2,275.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.0030 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )

A.13.75 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM DN PUTIH POLOS

BAHAN :



Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50






A.13.76 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM WARNA / CORAK / ANTI SLIP

BAHAN :

Ubin Keramik 30 x 30 cm Warna/Corak/Anti Slip 12.0000 bh 3,954.17 47,450.00


Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )


BAHAN :



Pasir Pasang 0.0420 m3 65,000.00 2,730.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6200 Oh 27,500.00 17,050.00

Tukang Batu 0.3500 Oh 34,000.00 11,900.00

Kepala Tukang 0.0350 Oh 39,500.00 1,382.50

Mandor 0.00300 Oh 42,500.00 127.50







BAHAN :

Keramik 20 x 25 cm 20.0000 bh 2,150.00 43,000.00

Semen Abu-abu 8.4000 kg 1,000.00 8,400.00

Pasir Pasang 0.0180 m3 65,000.00 1,170.00

Semen Warna 0.5000 kg 5,000.00 2,500.00


UPAH :

Pekerja 0.6000 Oh 27,500.00 16,500.00

Tukang Batu 0.4500 Oh 34,000.00 15,300.00

Kepala Tukang 0.0450 Oh 39,500.00 1,777.50

Mandor 0.00300 Oh 42,500.00 127.50








1 2 3 4 5 6 = ( 3 x 5 )

A.13.82 1 M2 PASANG PLINT KAYU 2 X 10 CM

BAHAN :

Kayu Jati Papan 0.0024 m3 7,825,000.00 18,780.00

Paku Skrup 3-5 0.0500 kg 6,750.00 337.50


UPAH :

Pekerja 0.1200 Oh 27,500.00 3,300.00

Tukang Kayu 0.1200 Oh 36,500.00 4,380.00

Kepala Tukang 0.0120 Oh 42,000.00 504.00

Mandor 0.0060 Oh 42,500.00 255.00






A.13.83 1 M2 PASANGAN PAVING BLOCK WARNA (6 CM)

BAHAN :

Paving Block Warna 6 cm 1.0100 28,600.00 28,886.00

Pasir Beton 0.1000 m³ 75,000.00 7,500.00


UPAH :

Pekerja 0.2500 org 27,500.00 6,875.00

Tukang Batu 0.5000 org 34,000.00 17,000.00

Kepala Tukang Batu 0.0250 org 39,500.00 987.50

Mandor 0.0030 org 42,500.00 127.50




Jumlah 67,513.60


A.13.84 1 M2 PASANGAN PAVING BLOCK WARNA (8 CM)

BAHAN :

Paving Block Warna 8 cm 1.0100 30,000.00 30,300.00

Pasir Beton 0.1000 m³ 75,000.00 7,500.00


UPAH :

Pekerja 0.2500 org 27,500.00 6,875.00

Tukang Batu 0.5000 org 34,000.00 17,000.00


Mandor 0.0030 org 42,500.00 127.50




Jumlah 69,069.00


m2

m2



1 2 3 4 5 6 = ( 3 x 5 )

A.13.85 1 M2 PASANGAN BATU CANDI

BAHAN :

Batu Candi 1.0100 95,000.00 95,950.00

Pasir Beton 0.1000 m³ 75,000.00 7,500.00


UPAH :

Pekerja 0.2500 org 27,500.00 6,875.00

Tukang Batu 0.5000 org 34,000.00 17,000.00


Mandor 0.0030 org 42,500.00 127.50




Jumlah 141,284.00


A.13.86 1 M2 PASANGAN PAVING BLOCK NATURAL (6 CM)

BAHAN :

Paving Block Natural 6 cm 1.0100 m² 26,000.00 26,260.00

Pasir Beton 0.1000 m³ 75,000.00 7,500.00


UPAH :

Pekerja 0.2500 org 27,500.00 6,875.00

Tukang Batu 0.5000 org 34,000.00 17,000.00


Mandor 0.0030 org 42,500.00 127.50




Jumlah 64,625.00


A.13.87 1 M2 PASANGAN PAVING BLOCK NATURAL (8 CM)

BAHAN :

Paving Block Natural 8 cm 1.0100 m² 27,000.00 27,270.00

Pasir Beton 0.1000 m³ 75,000.00 7,500.00


UPAH :

Pekerja 0.2500 org 27,500.00 6,875.00

Tukang Batu 0.5000 org 34,000.00 17,000.00


Mandor 0.0030 org 42,500.00 127.50




Jumlah 65,736.00


m2



1 2 3 4 5 6 = ( 3 x 5 )

A.14.07 1 M2 PENGECATAN BIDANG KAYU LAMA

BAHAN :

Plamir 0.1500 kg 11,000.00 1,650.00

Cat dasar 0.1700 kg 38,000.00 6,460.00

Cat Penutup 0.1700 kg 38,000.00 6,460.00


UPAH :

Pekerja 0.0700 Oh 27,500.00 1,925.00

Tukang Cat 0.0750 Oh 36,500.00 2,737.50

Kepala Tukang 0.0075 Oh 42,000.00 315.00

Mandor 0.0025 Oh 42,500.00 106.25






A.14.08 1 M2 PENGECATAN BIDANG KAYU BARU (1 LAPIS PLAMIR), 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP

BAHAN :

Cat Meni 0.2000 kg 38,000.00 7,600.00

Plamir 0.1500 kg 12,000.00 1,800.00

Cat dasar 0.1700 kg 38,000.00 6,460.00

Cat Penutup 0.2600 kg 38,000.00 9,880.00


UPAH :

Pekerja 0.0700 Oh 27,500.00 1,925.00

Tukang Cat 0.0090 Oh 36,500.00 328.50

Kepala Tukang 0.0060 Oh 42,000.00 252.00

Mandor 0.0025 Oh 42,500.00 106.25








1 2 3 4 5 6 = ( 3 x 5 )

A.14.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER

BAHAN :

Residu atau Ter 0.3500 ltr 650.00 227.50

Jumlah Bahan 227.50

UPAH :

Pekerja 0.1000 Oh 27,500.00 2,750.00

Tukang Cat - Oh 36,500.00 -

Kepala Tukang - Oh 42,000.00 -

Mandor 0.0060 Oh 42,500.00 255.00





Dibulatkan 3,550.00

A.14.14 1 M2 PENGECATAN TEMBOK BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP)

BAHAN :

Plamir 0.1000 ltr 12,000.00 1,200.00

Cat dasar 0.1000 kg 8,000.00 800.00

Cat Penutup 2 x 0.2600 lbr 8,000.00 2,080.00


UPAH :

Pekerja 0.0200 Oh 27,500.00 550.00

Tukang Cat 0.0630 Oh 36,500.00 2,299.50

Kepala Tukang 0.0063 Oh 42,000.00 264.60

Mandor 0.0025 Oh 42,500.00 106.25





Dibulatkan 8,030.00

A.14.15 1 M2 PENGECATAN TEMBOK LAMA (1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP)

BAHAN :

Cat dasar 0.1200 kg 8,000.00 960.00

Cat Penutup 2 x 0.1800 lbr 8,000.00 1,440.00


UPAH :

Pekerja 0.0280 Oh 27,500.00 770.00

Tukang Cat 0.0420 Oh 36,500.00 1,533.00

Kepala Tukang 0.0042 Oh 42,000.00 176.40

Mandor 0.0025 Oh 42,500.00 106.25





Dibulatkan 5,480.00



1 2 3 4 5 6 = ( 3 x 5 )

A.14.19 1 M2 PEMASANGAN WALL PAPER

BAHAN :

Walpapaer 1.2000 m3 -

Perekat 0.2000 kg -

Jumlah Bahan -

UPAH :

Pekerja 0.0200 Oh 27,500.00 550.00

Tukang Cat 0.2000 Oh 36,500.00 7,300.00

Kepala Tukang 0.0020 Oh 42,000.00 84.00

Mandor 0.0025 Oh 42,500.00 106.25





Dibulatkan 8,840.00

A.14.21 1 M2 PLITURAN BIDANG KAYU (BIASA)

BAHAN :

Dempul plitur (dempul kasar) 0.0300 kg 2,750.00 82.50

Wood Filer (INFRA) 0.2000 kg 27,300.00 5,460.00

Oker putih 0.0200 kg 29,000.00 580.00

Oker warna 0.0100 kg 29,000.00 290.00

Batu Apung (gosok) 0.1000 kg 9,750.00 975.00

Sirlak ex India 0.2000 kg 16,000.00 3,200.00

Kwas 3" 0.0100 bh 9,750.00 97.50

Spirtus 0.2000 ltr 8,200.00 1,640.00

Ampelas kayu 0.1000 lbr 2,000.00 200.00


UPAH :

Pekerja 0.2500 org 27,500.00 6,875.00

Tk. Cat/Plitur 0.0285 org 36,500.00 1,040.25

Kep. tukang cat/plitur 0.0040 org 42,000.00 168.00

Mandor 0.0020 org 42,500.00 85.00








1 2 3 4 5 6 = ( 3 x 5 )

A.14.24 1 M2 PENGECATAN PLAFOND DAN DINDING (INTERIOR ICI)

BAHAN :

Cat tembok ICI / Sekelasnya 0.2500 lt 20,475.00 5,118.75

Cat dasar sebelum pengecatan 0.1250 lt 66,300.00 8,287.50

Rol cat 0.0100 bh 20,475.00 204.75

Ampelas 0.5000 lbr 2,000.00 1,000.00


UPAH :

Pekerja 0.2000 org 27,500.00 5,500.00

Tk. cat 0.3000 org 36,500.00 10,950.00

Kep. tukang cat 0.0300 org 42,000.00 1,260.00

Mandor 0.0100 org 42,500.00 425.00




Jumlah 36,020.60


A.14.25 1 M2 PENGECATAN DINDING SEKELAS VINILEX (3x)

BAHAN :

Cat tembok Vinilex / Sekelas Vinilex 0.1750 kg 11,500.00 2,012.50

Plamir tembok 0.1600 kg 12,000.00 1,920.00

Rol cat 0.0100 bh 20,475.00 204.75

Ampelas 0.5000 lbr 2,000.00 1,000.00


UPAH :

Pekerja 0.1040 org 27,500.00 2,860.00

Tk. cat 0.0182 org 36,500.00 664.30

Kep. tukang cat 0.0090 org 42,000.00 378.00

Mandor 0.0045 org 42,500.00 191.25




Jumlah 10,153.88




1 2 3 4 5 6 = ( 3 x 5 )

A.14.26 1 M2 PENGECATAN PLAFOND SEKELAS VINILEX (3x)

BAHAN :

Cat tembok Vinilex / Sekelas Vinilex 0.2000 kg 11,500.00 2,300.00

Plamir tembok 0.1600 kg 12,000.00 1,920.00

Rol cat 0.0100 bh 20,475.00 204.75

Ampelas 0.5000 lbr 2,000.00 1,000.00


UPAH :

Pekerja 0.2000 org 27,500.00 5,500.00

Tk. cat 0.0280 org 36,500.00 1,022.00


Mandor 0.0090 org 42,500.00 382.50




Jumlah 14,255.18


A.14.28 1 M2 PENGECATAN DINDING SEKELAS SANLEX (3x)

BAHAN :

Cat tembok Sanlex / Sekelas Sanlex 0.1750 kg 8,000.00 1,400.00

Plamir tembok 0.1600 kg 12,000.00 1,920.00

Rol cat 0.0100 bh 20,475.00 204.75

Ampelas 0.5000 lbr 2,000.00 1,000.00


UPAH :

Pekerja 0.1040 org 27,500.00 2,860.00

Tk. cat 0.0182 org 36,500.00 664.30


Mandor 0.0045 org 42,500.00 191.25




Jumlah 9,480.13

Dibulatkan 9,480.00



1 2 3 4 5 6 = ( 3 x 5 )

A.14.29 1 M2 PENGECATAN PLAFOND SEKELAS SANLEX (3x)

BAHAN :

Cat tembok Sanlex / Sekelas Sanlex 0.2000 kg 8,000.00 1,600.00

Plamir tembok 0.1600 kg 12,000.00 1,920.00

Rol cat 0.0100 bh 20,475.00 204.75

Ampelas 0.5000 lbr 2,000.00 1,000.00


UPAH :

Pekerja 0.2000 org 27,500.00 5,500.00

Tk. cat 0.0280 org 36,500.00 1,022.00


Mandor 0.0090 org 42,500.00 382.50




Jumlah 13,485.18


A.14.30 1 M2 PENGECATAN BIDANG KAYU (3X) BERIKUT MENI

BAHAN :

Meni kayu 0.1670 kg 15,600.00 2,605.20

Plamir kayu 0.0830 kg 11,000.00 913.00

Cat kayu sekelas SEIV 0.2000 kg 44,000.00 8,800.00

Amplas kayu 0.4000 lbr 2,000.00 800.00

Minyak cat terpentin 0.1500 ltr 3,900.00 585.00

Kwas 3" 0.0500 bh 9,750.00 487.50


UPAH :

Pekerja 0.2000 org 27,500.00 5,500.00

Tk. Cat 0.0600 org 36,500.00 2,190.00


Mandor 0.0100 org 42,500.00 425.00




Jumlah 25,922.27




1 2 3 4 5 6 = ( 3 x 5 )

A.14.31 1 M2 PENGECATAN BESI (3X)

BAHAN :

Meni besi 0.1670 kg 15,600.00 2,605.20

Cat besi sekelas Seiv 0.2000 kg 42,250.00 8,450.00

Amplas besi 0.4000 lbr 2,000.00 800.00

Minyak cat / thiner B 0.1500 ltr 16,500.00 2,475.00

Kwas 3" 0.0500 bh 9,750.00 487.50


UPAH :

Pekerja 0.2000 org 31,500.00 6,300.00

Tk. Cat 0.0600 org 39,500.00 2,370.00


Mandor 0.0100 org 42,500.00 425.00




Jumlah 27,689.97


A.14.32 1 M2 PENGECATAN BIDANG KAYU LAMA BERCAT

BAHAN :

Ampelas Kayu 0.2500 lbr 2,000.00 500.00

Cat kayu sekelas SEIV 0.1700 kg 44,000.00 7,480.00

Kwas 3" 0.0500 bh 9,750.00 487.50


UPAH :


Tk. Cat 0.0750 org 36,500.00 2,737.50


Mandor 0.0100 org 42,500.00 425.00




Jumlah 20,229.00


A.14.33 1 M2 PENGECATAN DINDING (LAMA)

BAHAN :

Cat Tembok sekelas Sanlex 0.1700 Kg 8,000.00 1,360.00

Roll Cat 0.0100 bh 20,475.00 204.75

Ampelas 0.2500 lbr 2,000.00 500.00


UPAH :


Tk. Cat 0.0750 org 36,500.00 2,737.50


Mandor 0.0025 org 42,500.00 106.25




1 2 3 4 5 6 = ( 3 x 5 )



Jumlah 7,863.35

Dibulatkan 7,860.00



1 2 3 4 5 6 = ( 3 x 5 )

A002 1 M1 PEK. PASANGAN BOUWPLANK

Kayu Albasiah 0.0100 m³ 1,105,000.00 11,050.00

Paku 4 - 7 0.0380 kg 9,000.00 342.00

Ongkos Pasang 0.1550 ls 11,392.00 1,765.76

Jumlah 13,157.76

Keuntungan Max. 1,315.78

Jumlah 14,473.54


A003 1 M2 LOS KERJA / GUDANG

Kayu Albasiah 0.1000 m³ 1,105,000.00 110,500.00

Paku 4 - 7 0.2500 kg 9,000.00 2,250.00

Seng Glb BJLS 30 1.1000 lbr 27,300.00 30,030.00

Triplex 3 mm 0.5000 lbr 50,450.00 25,225.00

PC (50 kg) 0.1000 zak 50,000.00 5,000.00

Peralatan 0.0250 lot 173,005.00 4,325.13

Ongkos Pasang 0.1250 ls 177,330.13 22,166.27

Jumlah 199,496.39


Jumlah 219,446.03


A004 1 M2 PEK. KANTOR DIREKSI

Kayu Albasiah 0.1000 m³ 1,105,000.00 110,500.00

Paku 4 - 7 0.2500 kg 9,000.00 2,250.00

Seng Glb BJLS 28 ( 80 x 180 cm ) 1.1000 lbr 23,900.00 26,290.00

Triplex 3 mm 0.5000 lbr 50,450.00 25,225.00

PC (50 kg) 0.1000 zak 50,000.00 5,000.00

Pasir pasang 0.2500 m³ 65,000.00 16,250.00

Bata merah 70.0000 bh 240.00 16,800.00

Peralatan 0.0200 lot 202,315.00 4,046.30

Ongkos Pasang 0.1500 ls 202,315.00 30,347.25

Jumlah 236,708.55


Jumlah 260,379.41


A005 1 M2 PAPAN NAMA PROYEK

Kayu Albasiah 0.1300 m³ 1,105,000.00 143,650.00



1 2 3 4 5 6 = ( 3 x 5 )

Paku 4 - 7 0.2500 kg 9,000.00 2,250.00

Pengecatan Kayu 1.0000 ls 9,375.00 9,375.00

Penulisan 0.1250 ls 155,275.00 19,409.38

Ongkos Pasang 0.1250 ls 174,684.38 21,835.55

Jumlah 196,519.92


Jumlah 216,171.91


A006 1 M2 PAGAR PENGAMAN PROYEK

Seng Glb BJLS 28 ( 80 x 180 ) 1.4300 lbr 23,900.00 34,177.00

Kayu Albasiah 0.0360 m³ 1,100,000.00 39,600.00

Paku 4 - 7 0.2000 kg 9,000.00 1,800.00

Pengecatan cat minyak 2x bag. luar 1.8000 m² 6,903.33 12,426.00

Ongkos Pasang 0.2000 ls 88,003.00 17,600.60

Jumlah 105,603.60


Jumlah 116,163.96


A007 1 M3 PEK.GALIAN TANAH BIASA MAX KEDALAMAN 1 M'

Tukang Gali 0.4000 org 34,000.00 13,600.00

Mandor 0.0400 org 42,500.00 1,700.00

Alat Bantu 0.0500 lot 15,300.00 765.00

Jumlah 16,065.00


Jumlah 17,671.50



Tukang Gali 0.5260 org 34,000.00 17,884.00

Mandor 0.0520 org 42,500.00 2,210.00

Alat Bantu 0.0500 lot 20,094.00 1,004.70

Jumlah 21,098.70


Jumlah 23,208.57



Tukang Gali 0.7350 org 34,000.00 24,990.00

Mandor 0.0730 org 42,500.00 3,102.50

Alat Bantu 0.0500 lot 28,092.50 1,404.63

Jumlah 29,497.13


Jumlah 32,446.84



Tukang Gali 0.9440 org 34,000.00 32,096.00

Mandor 0.0940 org 42,500.00 3,995.00

Alat Bantu 0.0500 lot 36,091.00 1,804.55

Jumlah 37,895.55


Jumlah 41,685.11



1 2 3 4 5 6 = ( 3 x 5 )


A011 1 M3 PEK.GALIAN TANAH BIASA KEDALAMAN 5 M1

Tukang Gali 1.1530 org 34,000.00 39,202.00

Mandor 0.1150 org 42,500.00 4,887.50

Alat Bantu 0.0500 lot 44,089.50 2,204.48

Jumlah 46,293.98


Jumlah 50,923.37


A012 1 M3 PEK.GALIAN TANAH BERBATU / TANAH KERAS MAX KEDALAMAN 1 M

Tukang Gali 0.6250 org 34,000.00 21,250.00

Mandor 0.1250 org 42,500.00 5,312.50

Alat Bantu 0.2500 lot 26,562.50 6,640.63

Jumlah 33,203.13


Jumlah 36,523.44


A013 1 M3 PEK.GALIAN TANAH CADAS MAX KEDALAMAN 1 M

Tukang Gali 0.7500 org 34,000.00 25,500.00

Mandor 0.1250 org 42,500.00 5,312.50

Alat Bantu 0.2500 lot 30,812.50 7,703.13

Jumlah 38,515.63


Jumlah 42,367.19


A014 1 M3 PEK.GALIAN TANAH LUMPUR MAX KEDALAMAN 1 M

Tukang Gali 0.5250 org 34,000.00 17,850.00

Mandor 0.1250 org 42,500.00 5,312.50

Alat Bantu 0.2500 lot 23,162.50 5,790.63

Jumlah 28,953.13


Jumlah 31,848.44


A015 1 M2 PEK. STRIPING TANAH TEBAL = 20 CM

Tukang Gali 0.0500 org 34,000.00 1,700.00

Mandor 0.0050 org 42,500.00 212.50

Alat Bantu 0.3500 lot 1,912.50 669.38

Jumlah 2,581.88


Jumlah 2,840.06

Dibulatkan 2,840.00

A016 1 M3 PEK. PEMBUANGAN DALAM RADIUS 150 METER

Tukang Gali 0.2500 org 34,000.00 8,500.00

Mandor 0.0500 org 42,500.00 2,125.00

Alat Bantu 0.1000 lot 10,625.00 1,062.50

Jumlah 11,687.50


Jumlah 12,856.25




1 2 3 4 5 6 = ( 3 x 5 )

A017 1 M3 URUGAN TANAH KEMBALI

Tukang Gali 0.1920 org 34,000.00 6,528.00

Mandor 0.0190 org 42,500.00 807.50

Alat Bantu 0.1000 lot 7,335.50 733.55

Jumlah 8,069.05


Jumlah 8,875.96

Dibulatkan 8,870.00

A018 1 M3 PEK. PEMADATAN TANAH SETIAP 20 CM

Tukang Gali 0.3000 org 34,000.00 10,200.00

Mandor 0.0300 org 42,500.00 1,275.00

Alat Bantu ( Sewa Stamper ) 0.1250 lot 11,475.00 1,434.38

Jumlah 12,909.38


Jumlah 14,200.31


A019 1 M3 PEK. LAPISAN PUDEL 1 KP : 3 TS : 7 TL

Pasir Pasang 0.3300 m³ 65,000.00 21,450.00

Kapur Padam 0.1000 m³ 88,700.00 8,870.00

Tanah liat 0.7630 m³ 29,000.00 22,127.00

Tukang Gali 0.8330 org 34,000.00 28,322.00

Tk.batu setengah terampil 0.4160 org 34,000.00 14,144.00

Kep.tukang batu 0.0400 org 39,500.00 1,580.00

Mandor 0.0083 org 42,500.00 352.75

Jumlah 96,845.75


Jumlah 106,530.33


A020 1 M3 PEK. LAPISAN PUDEL 1 KP : 5 TL

Kapur Padam 0.2000 m³ 88,700.00 17,740.00

Tanah liat 1.0000 m³ 29,000.00 29,000.00

Tukang Gali 0.8330 org 34,000.00 28,322.00



Mandor 0.0830 org 42,500.00 3,527.50

Jumlah 108,928.50


Jumlah 119,821.35


A021 1 M3 PEK. LAPISAN PUDEL 1 KP : 5 TS

Pasir Pasang 1.0000 m³ 65,000.00 65,000.00

Kapur Padam 0.2000 m³ 88,700.00 17,740.00

Tukang Gali 0.8330 org 34,000.00 28,322.00



Mandor 0.0830 org 42,500.00 3,527.50

Jumlah 130,353.00


Jumlah 143,388.30



1 2 3 4 5 6 = ( 3 x 5 )


A022 1 M2 PEK. PEMASANGAN LAPISAN INJUK T = 10 CM

Injuk 6.0000 kg 12,000.00 72,000.00

Pekerja 0.1500 org 27,500.00 4,125.00

Mandor 0.0150 org 42,500.00 637.50

Jumlah 76,762.50


Jumlah 84,438.75


A023 1 M3 PEK. PERKERASAN SIRTU DIPADATKAN SETIAP 20 CM

Sirtu ( Membeli Sirtu ) 1.2000 m³ 81,900.00 98,280.00

Tukang Gali 0.2500 org 34,000.00 8,500.00

Mandor 0.0250 org 42,500.00 1,062.50

Alat Bantu ( Pek. Pemadatan Tanah 1 m3 ) 0.1000 lot 107,842.50 10,784.25

Jumlah 118,626.75


Jumlah 130,489.43


A024 1 M2 PEK. PEMBUATAN JALAN SEMENTARA TEBAL 20 CM

Batu Belah 0.2500 m³ 85,000.00 21,250.00

Kerikil ( batu koral hitam / kali ) 0.0300 m³ 125,500.00 3,765.00

Pasir Pasang 0.0500 m³ 65,000.00 3,250.00

Tukang Gali 0.5000 org 34,000.00 17,000.00

Mandor 0.1000 org 42,500.00 4,250.00

Alat Bantu ( Pek. Pemadatan Tanah 1 m2 ) 0.0600 lot 49,515.00 2,970.90

Jumlah 52,485.90


Jumlah 57,734.49


A025 1 M3 PEK.GALIAN TANAH SUMURAN MAX KEDALAMAN 10 M'

Tukang Gali 1.1500 org 34,000.00 39,100.00

Mandor 0.0250 org 42,500.00 1,062.50

Alat Bantu 0.2000 lot 40,162.50 8,032.50

Jumlah 48,195.00


Jumlah 53,014.50


A026 1 M3 URUGAN PAKAI ALAT BESAR TANAH DARI LUAR DIPADATKAN (5000M3)

Pek. Galian ( 10 org ) 50 % 0.6000 m³ 21,098.70 6,329.61

Pek. Galian tanah berbatu ( 10 org ) 50 % 0.6000 m³ 33,203.13 9,960.94

Pek. Grading Plant ( 10 org ) 50 % 5.0000 m² 2,581.88 6,454.69

Beli Tanah + Angkut Max 10 Km 1.2000 m³ 4,000.00 4,800.00

Jumlah 27,545.24


Jumlah 30,299.76


A027 1 M3 URUGAN PASIR URUG

Pasir Urug 1.2000 m³ 55,000.00 66,000.00

Pekerja 0.1500 org 27,500.00 4,125.00



1 2 3 4 5 6 = ( 3 x 5 )

Mandor 0.0100 org 42,500.00 425.00

Jumlah 70,550.00


Jumlah 77,605.00


A027 Rob 1 M3 PENIMBUNAN TANAH DIPADATKAN (TANAH DARI LUAR)

Tanah Urug (didatangkan) 1.2000 m³ 6,500.00 7,800.00

Tukang Gali 0.4500 org 34,000.00 15,300.00

Mandor 0.0450 org 42,500.00 1,912.50

Alat Bantu (sewa stamper) 0.1250 lot 23,100.00 2,887.50

Jumlah 27,900.00


Jumlah 30,690.00


A028 1 M3 LANTAI KERJA 1 PC : 3 PS : 5 KRL(dengan Split 2/3)

PC (50 kg) 218.0000 kg 1,000.00 218,000.00

Pasir pasang 0.5200 m³ 65,000.00 33,800.00

Split Pecah mesin 2/3 0.8700 m³ 150,000.00 130,500.00

Pekerja 1.6500 org 27,500.00 45,375.00

Tk. Batu Setengah Terampil 0.2500 org 34,000.00 8,500.00

Kep. Tukang Batu 0.0250 org 39,500.00 987.50

Mandor 0.0800 org 42,500.00 3,400.00

Peralatan 0.0750 lot 58,262.50 4,369.69

Jumlah 444,932.19


Jumlah 489,425.41


400.02.1 1 M3 Membuat Plat Beton Bertulang (211,909 Kg Besi + Bekesting)


Paku 5 - 7 cm 1.5000 kg 9,000.00 13,500.00



Kawat Beton 2.2500 kg 8,550.00 19,237.50

Semen Portland ( PC. ) 6.4600 zak 50,000.00 323,000.00

Pasir Beton 0.5200 m³ 75,000.00 39,000.00

Batu Pecah 2/3 0.7800 m³ 150,000.00 117,000.00

Tukang Batu 0.3500 org 36,500.00 12,775.00

Tukang Kayu 1.0400 org 39,500.00 41,080.00

Tukang Besi 1.0500 org 39,500.00 41,475.00



Mandor 0.1650 org 42,500.00 7,012.50

Jumlah 2,708,484.50


Jumlah 2,979,332.95


A029 1 M3 PAS. BETON CYCLOOF + 40% BATU BELAH

Batu Belah 40% 0.4800 m³ 85,000.00 40,800.00

Adukan Beton Tumbuk 1:3:5 0.6000 m³ 444,932.19 266,959.31



1 2 3 4 5 6 = ( 3 x 5 )

Upah Kerja 0.0400 ls 307,759.31 12,310.37

Jumlah 320,069.69


Jumlah 352,076.65


A030 1 M3 COR BETON SITE MIX K 175

Semen PC (50 kg) 6.8000 zak 50,000.00 340,000.00

Split pecah mesin 2/3 0.8300 m³ 150,000.00 124,500.00

Pasir Beton 0.5400 m³ 75,000.00 40,500.00

Pekerja 1.5000 org 27,500.00 41,250.00

Tukang batu setengah terampil 0.5000 org 34,000.00 17,000.00

Kep. tukang batu 0.0500 org 39,500.00 1,975.00

Mandor 0.0100 org 42,500.00 425.00

Peralatan 0.0700 lot 565,650.00 39,595.50

Jumlah 605,245.50


Jumlah 665,770.05



Semen PC (50 kg) 7.8960 zak 50,000.00 394,800.00


Pasir beton 0.4900 m³ 75,000.00 36,750.00

Pekerja 1.5000 org 27,500.00 41,250.00


Kepala tk. batu 0.0500 org 39,500.00 1,975.00

Mandor 0.0100 org 42,500.00 425.00

Peralatan 0.0700 lot 613,700.00 42,959.00

Jumlah 656,659.00


Jumlah 722,324.90



Semen PC (50 kg) 8.6960 zak 50,000.00 434,800.00


Pasir beton 0.4900 m³ 75,000.00 36,750.00

Pekerja 1.5000 org 27,500.00 41,250.00


Kepala tk. batu 0.0500 org 39,500.00 1,975.00

Mandor 0.0100 org 42,500.00 425.00

Peralatan 0.7000 lot 653,700.00 457,590.00

Jumlah 1,111,290.00


Jumlah 1,222,419.00


A033 1 M3 COR BETON K-175 READY MIX MIN 6 M3 BERIKUT SLANG

Adukan K-175 Readymix 1.0000 m³ 494,000.00 494,000.00

Pekerja 2.5000 org 27,500.00 68,750.00




1 2 3 4 5 6 = ( 3 x 5 )


Mandor 0.0100 org 42,500.00 425.00

Alat bantu (Slang + Tes Lab) 0.0450 lot 575,625.00 25,903.13

Jumlah 601,528.13


Jumlah 661,680.94




Pekerja 2.5000 org 27,500.00 68,750.00



Mandor 0.0100 org 42,500.00 425.00


Jumlah 683,038.13


Jumlah 751,341.94




Pekerja 2.5000 org 27,500.00 68,750.00



Mandor 0.0100 org 42,500.00 425.00


Jumlah 791,718.13


Jumlah 870,889.94


A036 1 KG BESI BETON TERPASANG U - 24

Besi Beton rata - rata 1.0500 kg 8,000.00 8,400.00

Kawat Beton 0.0100 kg 8,550.00 85.50

Tk. Besi Beton setengah terampil 0.0250 org 36,500.00 912.50

Tk. Besi Beton terampil 0.0150 org 39,500.00 592.50

Kepala Tukang Besi terampil 0.0100 org 43,500.00 435.00

Mandor 0.0050 org 42,500.00 212.50

Peralatan, Spancer 0.0200 lot 10,638.00 212.76

Jumlah 10,850.76


Jumlah 11,935.84


A037 1 KG BESI BETON TERPASANG U - 39

Besi Beton rata - rata U - 39 1.0500 kg 9,000.00 9,450.00

Kawat Beton 0.0100 kg 8,550.00 85.50

Tk. Besi Beton setengah terampil 0.0360 org 34,000.00 1,224.00

Tk. Besi Beton terampil 0.0160 org 39,500.00 632.00



1 2 3 4 5 6 = ( 3 x 5 )

Kepala Tukang Besi terampil 0.0110 org 43,500.00 478.50

Mandor 0.0050 org 42,500.00 212.50

Peralatan, Spancer 0.0200 lot 12,082.50 241.65

Jumlah 12,324.15


Jumlah 13,556.57


A046 1 M2 BEKISTING DENGAN PAPAN

Kayu Lokal Kelas II 0.0170 m³ 1,950,000.00 16,575.00

Papan terentang ( 2X pakai ) 75 % Kayu Albasiah 0.0240 m³ 1,105,000.00 19,890.00

Paku 0.4000 kg 9,000.00 3,600.00

Pekerja 0.1200 org 27,500.00 3,300.00

Tk. Kayu terampil 0.1500 org 39,500.00 5,925.00

Kepala Tukang Kayu 0.1500 org 42,000.00 6,300.00

Mandor 0.0500 org 42,500.00 2,125.00

Tk. Kayu 1/2 terampil (bongkar cetakan) 0.1200 org 36,500.00 4,380.00

Jumlah 62,095.00


Jumlah 68,304.50


A047 1 M2 BEKISTING MULTIPLEX 9 MM


Multiplek 9 mm ( 2 x pakai ) 75% 0.3470 lbr 117,650.00 30,618.41

Paku 0.4000 kg 9,000.00 3,600.00

Pekerja 0.1200 org 27,500.00 3,300.00



Mandor 0.0500 org 42,500.00 2,125.00


Jumlah 72,823.41


Jumlah 80,105.75


A048 1 M2 BEKISTING MULTIPLEX 12 MM


Multiplek 12 mm ( 2 x pakai ) 75% 0.3470 lbr 156,900.00 40,833.23

Paku 0.4000 kg 9,000.00 3,600.00

Pekerja 0.1200 org 27,500.00 3,300.00



Mandor 0.0500 org 42,500.00 2,125.00


Jumlah 83,038.23




1 2 3 4 5 6 = ( 3 x 5 )

Jumlah 91,342.05


A049 1 M2 PASANGAN STOOT WERK

Kayu stoot ( dinding 2x pakai ) 50% 9.0000 bt 26,000.00 117,000.00

Papan Albasiah ( 2X pakai ) 0.0160 m³ 1,105,000.00 17,680.00

Paku 0.5000 kg 9,000.00 4,500.00

Pekerja 0.1500 org 27,500.00 4,125.00


Kepala tukang Kayu 0.2000 org 42,000.00 8,400.00

Mandor 0.0170 org 42,500.00 722.50

Jumlah 160,327.50


Jumlah 176,360.25


A050 1 M3 PASANGAN ANSTAMPING BATU BELAH

Batu Belah 1.2000 m³ 85,000.00 102,000.00

Pasir Urug 0.1000 m³ 55,000.00 5,500.00

Pekerja 0.5000 org 27,500.00 13,750.00



Mandor 0.0563 org 42,500.00 2,392.75

Jumlah 145,730.25


Jumlah 160,303.28


A051 1 M3 PASANGAN BATU BRONJONG

Batu Kali ( Batu Bulat ) Bronjol 1.2000 m³ 78,000.00 93,600.00

Kawat Bronjong 3.5000 kg 6,750.00 23,625.00

Pekerja 1.5000 org 27,500.00 41,250.00


Mandor 0.0200 org 42,500.00 850.00

Jumlah 165,625.00


Jumlah 182,187.50


A052 Rob 1 M2 PASANGAN LEMPENGAN RUMPUT SAMPAI TUMBUH

Lempengan Rumput Gajah 1.2000 m² 4,200.00 5,040.00

Pekerja Setengah Terampil 0.0400 org 42,000.00 1,680.00

Mandor 0.0100 org 29,000.00 290.00

Jumlah 7,010.00


Jumlah 7,711.00

Dibulatkan 7,710.00

A053 1 M3 PASANGAN BATU BELAH 1 : 6

Batu Belah 1.2000 m³ 85,000.00 102,000.00

P C (50 kg) 2.3400 zak 50,000.00 117,000.00



1 2 3 4 5 6 = ( 3 x 5 )

Pasir Pasang 0.5610 m³ 65,000.00 36,465.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.0169 org 42,500.00 718.25

Jumlah 312,002.00


Jumlah 343,202.20



Batu Belah 1.2000 m³ 85,000.00 102,000.00

P C (50 kg) 2.7200 zak 50,000.00 136,000.00

Pasir Pasang 0.5440 m³ 65,000.00 35,360.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.0169 org 42,500.00 718.25

Jumlah 329,897.00


Jumlah 362,886.70



Batu Belah 1.2000 m³ 85,000.00 102,000.00

P C (50 kg) 3.2600 zak 50,000.00 163,000.00

Pasir Pasang 0.5200 m³ 65,000.00 33,800.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.0169 org 42,500.00 718.25

Jumlah 355,337.00


Jumlah 390,870.70



Batu Belah 1.2000 m³ 85,000.00 102,000.00

P C (50 kg) 4.0400 zak 50,000.00 202,000.00

Pasir Pasang 0.4850 m³ 65,000.00 31,525.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.1690 org 42,500.00 7,182.50

Jumlah 398,526.25


Jumlah 438,378.88


A057 1 M3 PASANGAN BATU BELAH 1 : 2,5

Batu Belah 1.2000 m³ 85,000.00 102,000.00



1 2 3 4 5 6 = ( 3 x 5 )

P C (50 kg) 1.5900 zak 50,000.00 79,500.00

Pasir Pasang 0.3800 m³ 65,000.00 24,700.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.0169 org 42,500.00 718.25

Jumlah 262,737.00


Jumlah 289,010.70



Batu Belah 1.2000 m³ 85,000.00 102,000.00

P C (50 kg) 5.3400 zak 50,000.00 267,000.00

Pasir Pasang 0.4270 m³ 65,000.00 27,755.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.0169 org 42,500.00 718.25

Jumlah 450,042.00


Jumlah 495,046.20



Batu Belah 1.2000 m³ 85,000.00 102,000.00

P C (50 kg) 7.8400 zak 50,000.00 392,000.00

Pasir Pasang 0.3140 m³ 65,000.00 20,410.00

Pekerja 1.2500 org 27,500.00 34,375.00



Mandor 0.0169 org 42,500.00 718.25

Jumlah 570,947.00


Jumlah 628,041.70


A060 1 M3 PAS. BATU BELAH 1 : 4 PAKAI MUKA BATU SEGI ENAM + SIARAN

Batu Belah 1.5000 m³ 85,000.00 127,500.00

P C (50 kg) 1.2500 zak 50,000.00 62,500.00

Pasir Pasang 0.3480 m³ 65,000.00 22,620.00


Tk.batu terampil 1.1250 org 36,500.00 41,062.50


Mandor 0.0169 org 42,500.00 718.25

Jumlah 298,219.50


Jumlah 328,041.45


A061 1 M2 PAS. BATU TEMPEL + SIARAN

Batu Tempel 1.1000 m2 85,000.00 93,500.00



1 2 3 4 5 6 = ( 3 x 5 )

P C (50 kg) 0.1200 Zak 50,000.00 6,000.00

Pasir Pasang 0.0310 m³ 65,000.00 2,015.00


Tk.batu terampil 0.2250 org 36,500.00 8,212.50


Mandor 0.0338 org 42,500.00 1,436.50

Peralatan 0.0250 lot 118,551.50 2,963.79

Jumlah 121,515.29


Jumlah 133,666.82


A063 B 1 M2 PASANGAN BATU MUKA

Batu Muka 1.0100 m² 42,000.00 42,420.00

P.C (50 kg) 0.1600 zak 50,000.00 8,000.00

Pasir pasang 0.0300 m³ 65,000.00 1,950.00

Semen warna 0.0130 kg 5,000.00 65.00

Pekerja trampil 0.1875 org 31,500.00 5,906.25

Tk. batu trampil 0.3750 org 36,500.00 13,687.50

Kep. Tukang batu 0.0750 org 39,500.00 2,962.50

Mandor 0.0188 org 42,500.00 799.00

Jumlah 75,790.25


Jumlah 83,369.28


A071 1 M2 PASANGAN BATA MERAH 1 : 2

Bata merah 70.0000 bh 240.00 16,800.00

P.C (50 kg) 0.5440 zak 50,000.00 27,200.00

Pasir pasang 0.0470 m³ 65,000.00 3,055.00




Mandor 0.0110 org 42,500.00 467.50

Jumlah 68,498.00


Jumlah 75,347.80



Bata merah 70.0000 bh 240.00 16,800.00

P.C (50 kg) 0.4200 zak 50,000.00 21,000.00

Pasir pasang 0.0540 m³ 65,000.00 3,510.00




Mandor 0.0110 org 42,500.00 467.50

Jumlah 62,753.00



1 2 3 4 5 6 = ( 3 x 5 )


Jumlah 69,028.30



Bata merah 70.0000 bh 240.00 16,800.00

P.C (50 kg) 0.3354 zak 50,000.00 16,768.00

Pasir pasang 0.0580 m³ 65,000.00 3,770.00




Mandor 0.0083 org 42,500.00 352.75

Jumlah 54,105.85


Jumlah 59,516.44



Bata merah 70.0000 bh 240.00 16,800.00

P.C (50 kg) 0.1936 zak 50,000.00 9,680.00

Pasir pasang 0.0450 m³ 65,000.00 2,925.00




Mandor 0.0150 org 42,500.00 637.50

Jumlah 43,437.50


Jumlah 47,781.25


A075 1 M2 PLESTERAN DINDING 1 : 2 + ACIAN

P.C (50 kg) 0.2368 zak 50,000.00 11,840.00

Pasir pasang 0.0190 m³ 65,000.00 1,235.00




Mandor 0.0200 org 42,500.00 850.00

Jumlah 30,610.50


Jumlah 33,671.55



P.C (50 kg) 0.1600 zak 50,000.00 8,000.00

Pasir pasang 0.0190 m³ 65,000.00 1,235.00






1 2 3 4 5 6 = ( 3 x 5 )

Mandor 0.0200 org 42,500.00 850.00

Jumlah 26,770.50


Jumlah 29,447.55



P.C (50 kg) 0.1404 zak 50,000.00 7,020.00

Pasir pasang 0.0190 m³ 65,000.00 1,235.00




Mandor 0.0200 org 42,500.00 850.00

Jumlah 25,790.50


Jumlah 28,369.55



P.C (50 kg) 0.0864 zak 50,000.00 4,320.00

Pasir pasang 0.0220 m³ 65,000.00 1,430.00




Mandor 0.0100 org 42,500.00 425.00

Jumlah 17,867.50


Jumlah 19,654.25


A129 1 M2 PAS. ONDERLAG BATU BELAH T = 20 CM

Pasir pasang 0.1500 m³ 65,000.00 9,750.00

Batu Belah 0.2500 m³ 85,000.00 21,250.00

Pekerja Trampil (Gali + Urug + Ampar) 0.1500 org 31,500.00 4,725.00

Peralatan 0.1200 lot 35,725.00 4,287.00

Jumlah 40,012.00


Jumlah 44,013.20


A130 1 M2 AMPARAN BATU PECAH MESIN 5/7 t=10 cm



Peralatan 0.3200 lot 17,865.00 5,716.80

Jumlah 23,581.80


Jumlah 25,939.98


A131 1 M2 AMPARAN BATU PECAH MESIN 2/3 t=5 cm




1 2 3 4 5 6 = ( 3 x 5 )


Peralatan 0.5000 lot 11,520.00 5,760.00

Jumlah 17,280.00


Jumlah 19,008.00


A132 1 M2 LAPISAN PENGISI /PENUTUP

Batu pecah mesin 1/2 0.0120 m³ 160,000.00 1,920.00

Pasir Beton 0.0100 m³ 75,000.00 750.00


Peralatan 0.9500 lot 4,245.00 4,032.75

Jumlah 8,277.75


Jumlah 9,105.53

Dibulatkan 9,100.00

A133 1 M2 PENGASPALAN MANUAL

Batu abu /pasir beton 0.0050 m³ 75,000.00 375.00

Aspal 4.0000 kg 5,100.00 20,400.00

Kayu Bakar 0.0300 m³ 45,000.00 1,350.00

Pekerja Trampil (Mengaspal) 0.0600 org 31,500.00 1,890.00

Peralatan 0.1800 lot 24,015.00 4,322.70

Jumlah 28,337.70


Jumlah 31,171.47


A133 Rob 1 M2 PENGASPALAN MANUAL

Batu abu /pasir beton 0.0050 m³ 75,000.00 375.00

Aspal 1.5000 kg 5,100.00 7,650.00

Kayu Bakar 0.0300 m³ 45,000.00 1,350.00

Pekerja Trampil (Mengaspal) 0.0600 org 31,500.00 1,890.00

Peralatan 0.1800 lot 24,015.00 4,322.70

Jumlah 15,587.70


Jumlah 17,146.47


A134 1 M2 HOTMIX TANGAN T=3 cm (JADI) u/ HAL & JALAN KLS 6 TON KE BAWAH

Abu batu 0.0360 m³ 130,000.00 4,680.00

Aspal Panas 5.0000 kg 5,100.00 25,500.00

Kayu Bakar 0.0080 m³ 45,000.00 360.00

Pekerja Setengah Trampil 0.0800 org 30,000.00 2,400.00

Pekerja Trampil 0.0300 org 31,500.00 945.00

Mandor 0.0100 org 42,500.00 425.00

Peralatan 0.0980 lot 34,310.00 3,362.38

Jumlah 37,672.38


Jumlah 41,439.62




1 2 3 4 5 6 = ( 3 x 5 )

A135 1 M2 HOTMIX PAKAI ALAT BESAR T=5 cm KLS JALAN 8 TON LEBIH

Hotmix jadi + alat besar, tenaga & bhn bakar 0.1110 ton 546,000.00 60,606.00

Pekerja Trampil 0.0300 org 31,500.00 945.00

Mandor 0.0150 org 42,500.00 637.50

Jumlah 62,188.50


Jumlah 68,407.35


A136 1 M2 KONSTRUKSI PENETRASI LENGKAP

Amparan 5/7 T = 10 cm, digilas 1.0000 m² 19,097.00 19,097.00

Amparan 2/3 T = 5 cm, digilas 1.0000 m² 10,666.65 10,666.65

Lapisan Pengisi 1.0000 m² 2,322.50 2,322.50

Lapisan Aspal 1.0000 m² 5,747.00 5,747.00

Jumlah 37,833.15


Jumlah 41,616.47

Dibulatkan 42931.18 41,610.00

900.02.1 1M' PEMASANGAN PIPA PVC MELALUI GALIAN (TIDAK TERMASUK HARGA PIPA)

Urugan Pasir 0.0830 m3 70,550.00 5,855.65

Urugan Tanah Dipadatkan 0.2650 m3 30,290.00 8,026.85

Galian Tanah Biasa 0.3480 m3 16,065.00 5,590.62

Buangan Sisa Galian 0.0830 m3 9,200.00 763.60

Penyambungan Pipa 1.0000 ls 1,000.00 1,000.00

Jumlah 21,236.72


Jumlah 23,360.39


G.50.Crob 1 M2 SIARAN 1 PC : 2 PSR ( BID. PENGAIRAN )

PC. (50 kg ) 0.0703 zak 50,000.00 3,513.50

Pasir Pasang 0.0085 m3 65,000.00 552.50

Tukang Batu 0.1200 org 36,500.00 4,380.00


Pekerja 0.3600 org 27,500.00 9,900.00

Mandor 0.0180 org 42,500.00 765.00

Jumlah 19,585.00


Jumlah 21,543.50


A1 1 M3 PEK. GALIAN TANAH BIASA BASAH ( BID.PENGAIRAN )

Pekerja 0.7500 org 27,500.00 20,625.00

Mandor 0.0250 org 42,500.00 1,062.50

Jumlah 21,687.50


Jumlah 23,856.25


A3 1 M3 PEK. GALIAN TANAH YANG BANYAK TERDAPAT BATU BUNDAR ( BID. PENGAIRAN )



1 2 3 4 5 6 = ( 3 x 5 )

Pekerja 1.5000 org 27,500.00 41,250.00

Mandor 0.0330 org 42,500.00 1,402.50

Jumlah 42,652.50


Jumlah 46,917.75


G. 43 b. BETON CYCLOOP 1 : 3 : 5 ( BID. PENGAIRAN )

Batu Belah 0.7690 m3 -

Kerikil Beton 0.5571 m3 -

Pasir Beton 0.3343 m3 -

P.C. (50 kg) 2.7855 zak -

Tukang Batu Setengah Terampil 1.0000 org -

Kepala Tukang Batu 0.1000 org -

Pekerja 6.0000 org -

Mandor 0.3000 org -

Jumlah -

Keuntungan Max. 10 % -

Jumlah -

Dibulatkan -

G. 41 1 M3 COR BETON BERTULANG 1 PC : 2 PASIR BETON : 3 KORAL BETON ( BID. PENGAIRAN )

Batu Kerikil Beton 0.8200 m3 -

Pasir Beton 0.5400 m3 -

P.C. (50 kg) 6.8000 m3 -

Tukang Batu 1.0000 zak -



Mandor 0.3000 org -

Jumlah -


Jumlah -

Dibulatkan -

F.8' 1 M2 CETAKAN BETON (BID. PENGAIRAN )

Tukang Kayu 0.5000 org -

Kepala Tukang Kayu 0.0500 org -

Pekerjan 0.2000 org -

Mandor 0.0100 org -

Paku 0.4000 kg -

Kayu Gergajian 0.0400 m3 -

1 M3 BETON MEMERLUKAN 10 M2 CETAKAN 10 x f.8 = Rp. ……………………………………..

Membongkar dan menyiram beton :


Jumlah -


Jumlah -

Dibulatkan -

G. 32.K 1 M3 PASANGAN BATU PAHAT / CANDI 30 X 30 X 30 CM, 1PC : 2 PSR ( BBID. PENGAIRAN )

Batu Candi/Pahat 37.0000 bh -

P.C. (50 kg) 4.2320 zak -



1 2 3 4 5 6 = ( 3 x 5 )

Pasir Pasang 0.4275 m3 -

Tukang Batu 1.2000 org -



Mandor 0.0180 org -

Jumlah -


Jumlah -

Dibulatkan -

G. 32.I 1 M3 PASANGAN BATU PAHAT / CANDI 30 X 30 X 30 CM, 1PC : 3 PSR ( BID. PENGAIRAN )

Batu Candi/Pahat 37.0000 bh -

P.C. (50 kg) 3.2000 zak -





Mandor 0.0180 org -

Jumlah -


Jumlah -

Dibulatkan -

G.5.a BRONJONG KAWAT DIGALVANO UNTUK DIISI DENGAN BATU (1 X 1 X 3 m )

DIISI BATU UNTUK TIAP 3 M3 ( 2 SEKAT LUAS PERMUKAAAN BRONJONG = 16 M3 ) DIA. 3 MM

Batu Kali 3.0000 m3 -

Kawat Bronjong 3 mm 28.5700 kg -

Pekerja Penganyam 1.6000 org -

Penganyam 2.0000 org -

Mandor Penganyam 0.0800 org -

Pekerjan Pengisi 4.5000 org -

Mandor Pengisi 0.0750 org -

Jumlah -


Jumlah -

Dibulatkan -

G.5.b BRONJONG KAWAT DIGALVANO UNTUK DIISI DENGAN BATU (1 X 1 X 3 m )

DIISI BATU UNTUK TIAP 3 M3 ( 2 SEKAT LUAS PERMUKAAAN BRONJONG = 16 M3 ) DIA. 4 MM








Jumlah -


Jumlah -

Dibulatkan -

G.5.a.R. BRONJONG UKURAN (0,5 X 1 X 2 ) UNTUK DIA. 3 MM ( 7,5 M2) 1 SEKAT




1 2 3 4 5 6 = ( 3 x 5 )







Jumlah -


Jumlah -

Dibulatkan -

G.5.b.R. BRONJONG UKURAN (0,5 X 1 X 2 ) UNTUK DIA. 4 MM ( 7,5 M2) 1 SEKAT








Jumlah -


Jumlah -

Dibulatkan -

G.5.a.R. BRONJONG UKURAN (0,5 X 1 X 2 ) UNTUK DIA. 3 MM ( 11,0 M2) 1 SEKAT








Jumlah -


Jumlah -

Dibulatkan -

G.5.b.R. BRONJONG UKURAN (0,5 X 1 X 2 ) UNTUK DIA. 3 MM ( 11,0 M2) 1 SEKAT








Jumlah -


Jumlah -

Dibulatkan -

B2 ONGKOS ANGKUT 10 M2 LEMPENGEN TEMPEL ( BID. PENGAIRAN )

Angkutan 10 m2 lempengan = angkutan 1 m3 galian

Tidak lebih dari 30 m1 :



1 2 3 4 5 6 = ( 3 x 5 )


Mandor 0.0010 org -

Jumlah -


Jumlah -

Dibulatkan -

B5 MENANAM 1 M1 PAGAR HIDUP ( BID. PENGAIRAN )

Buah Stek 10.0000 bh -

Pekerja 0.1000 org

Mandor 0.0050 org

Jumlah -


Jumlah -

Dibulatkan -

B6 MENANAM 1 BATANG TANAMAN BERIKUT PELINDUNGNYA ( BID. PENGAIRAN )

Batang Tanaman 1.0000 bh -

Bambu Tali 1.0000 bh -


Mandor 0.0050 org -

Jumlah -


Jumlah -

Dibulatkan -

E 13 1 M1 TIANG DIPANCANGKAN KE DALAM TANAH LUNAK ( BID. PENGAIRAN )


Kepala Tukang 0.0040 org -


Mandor 0.0430 org -

Untuk tanah biasa dihitung = 1, 25 x analis E. 13

Untuk tanah biasa dihitung = 1, 50x analis E. 13


Jumlah -


Jumlah -

Dibulatkan -

E 14 1 M1 TIANG DIPANCANGKAN KE DALAM TANAH LUNAK ( BID. PENGAIRAN )

( Bila perancah dipancangkan diatas rakit )




Mandor 0.0750 org -

Jumlah -


Jumlah -

Dibulatkan -

E 17' 1 M1 PAPAN PENAHAN DIPANCANGKAN KE DALAM TANAH LUNAK ( BID.PENGAIRAN )



Lebih dari 30 m' : aLk

: Upah Pekerja Setempat ( rupiah ) : Jarak angkut dalam m1: Harga angkutan per m3 ( Termasuk harga bahan dan peralatan angkut: bambu, dll)



1 2 3 4 5 6 = ( 3 x 5 )


Mandor 0.0250 org -


Untuk tanah biasa dihitung = 1, 50x analis E. 13


Jumlah -


Jumlah -

Dibulatkan -

E17 MENCABUT TIANG PEMANCANG DARI DALAM TANAH ( BID. PENGAIRAN )




Mandor 0.2500 org -

Jumlah -


Jumlah -

Dibulatkan -

F3 1 M1 MEMBUAT SENDERAN BALOK PEMIKUL & BALOK AIR ( BID. PENGAIRAN )




Mandor 0.4000 org -

Jumlah -


Jumlah -

Dibulatkan -

F4 1 M1 MEMASANG BALOK PENGGANTUNG & PENARIK S.D 15 M1 ( BID. PENGAIRAN )




Mandor 0.6000 org -

Jumlah -


Jumlah -

Dibulatkan -

F5 100 KG MEMASANG GELAGAR BESI ( BID. PENGAIRAN )




Mandor 0.0250 org -

Jumlah -


Jumlah -

Dibulatkan -

F7 100 KG MENURUNKAN GELAGAR BESI ( BID. PENGAIRAN )


Mandor 0.0250 org -



1 2 3 4 5 6 = ( 3 x 5 )

Jumlah -


Jumlah -

Dibulatkan -

F18 1 M2 MENGERJAKAN LANTAI JEMBATAN ( BID. PENGAIRAN )




Mandor 0.0100 org -

Upah menggergaji 1.2000 m2 -

Paku (Lantai Bawah ) atau 0.7500 kg -

Paku 0.4000 kg -

Jumlah -


Jumlah -

Dibulatkan -

G3 1 M2 PASANGAN BATU KOSONG TEBAL = 0,25 M SEBELAH LUAR DISIAR DENGAN PEREKAT

Batu Kecil 0.2750 m3 -

PC. (50 kg ) 0.0760 zak -

Pasir 0.0080 m3 -




Mandor 0.0310 org -

Jumlah -


Jumlah -

Dibulatkan -

G4 1 M2 MEMASANG BATU PADA BENDUNG CURAHAN SALURAN MIRING DST. SETEBAL 0,23 M1


Kerikil 0.0200 m3 -


Mandor 0.0400 org -

Jumlah -


Jumlah -

Dibulatkan -

G.50.I 1 M2 PLESTERAN 1 PC : 3 PSR ( TEBAL 15 MM )

PC. (50 kg ) 0.1304 zak -





Mandor 0.0200 org -

Jumlah -


Jumlah -

Dibulatkan -

G.50.J 1 M2 PLESTERAN 1 PC : 3 PSR ( TEBAL 10 MM )



1 2 3 4 5 6 = ( 3 x 5 )

PC. (50 kg ) 0.0864 zak -





Mandor 0.0200 org -

Jumlah -


Jumlah -

Dibulatkan -

G.50.C 1 M2 SIARAN 1 PC : 2 PSR ( BID. PENGAIRAN )

PC. (50 kg ) 0.1054 zak 50,000.00 5,270.00

Pasir Pasang 0.0085 m3 65,000.00 552.50

Tukang Batu 0.1200 org 36,500.00 4,380.00


Pekerja 0.3600 org 27,500.00 9,900.00

Mandor 0.0180 org 42,500.00 765.00

Jumlah 21,341.50


Jumlah 23,475.65


L.3 1 M2 BONGKARAN PASANGAN ( BID. PENGAIRAN )


Mandor 0.4000 org -

Jumlah -


Jumlah -

Dibulatkan -

L.4 1 M2 BONGKARAN PASANGAN (TEBAL 30 MM ) ( BID. PENGAIRAN )


Mandor 0.1000 org -

Jumlah -


Jumlah -

Dibulatkan -

L.2 PEMBESIAN UNTUK SETIAP 100 KG

Besi Beton 110.0000 kg -

Kawat beton 2.0000 kg -

Jumlah -


Jumlah -

Dibulatkan -

M.01

7.5000 btg -

Paku 12 cm 0.5600 kg -

1 M' JEMBATAN SEMENTARA KAYU BULAT φ 30 CM PANJANG 3M' ( ASUMSI LEBAR JEMBATAN 3M' & TANPA TIANG)

Kayu Bulat φ 30 cm

1 m3 Beton memerlukan = …………. (bb) ……………..kg (Hasil Perhitungan )

(bb) kg besi beton Rp. ……………………………………………..



1 2 3 4 5 6 = ( 3 x 5 )

2.8000 kg -




Mandor 0.0120 org -

Alat Bantu 0.0100 ls - -

Jumlah -


Jumlah -

Dibulatkan -

M.02

18.0000 btg -

Paku 12 cm 1.1200 kg -

5.6000 kg -




Mandor 0.0140 org -


Jumlah -


Jumlah -

Dibulatkan -

M.03

28.5000 btg -

Paku 12 cm 1.6800 kg -

8.4000 kg -




Mandor 0.0170 org -


Jumlah -


Jumlah -

Dibulatkan -

M.04

39.0000 btg -

Paku 12 cm 1.6800 kg -

11.2000 kg -




Mandor 0.0210 org -


Jumlah -


Jumlah -

Dibulatkan -

Pasak Besi φ 12 mm

1 M' JEMBATAN SEMENTARA KAYU BULAT φ 30 CM PANJANG 6M' ( ASUMSI LEBAR JEMBATAN 3M' & DENGAN TIANG)

Kayu Bulat φ 30 cm

Pasak Besi φ 12 mm


Kayu Bulat φ 30 cm

Pasak Besi φ 12 mm


Kayu Bulat φ 30 cm

Pasak Besi φ 12 mm



1 2 3 4 5 6 = ( 3 x 5 )

A7.R. UPAH ANGKUTAN 1 ZAK SEMEN PC ( BID. PENGAIRAN )

Jumlah -


Jumlah -

Dibulatkan -

A6 ONGKOS ANGKUT 1 M3 TANAH ( BID. PENGAIRAN )

Sejauh 30 meter

Pekerja 0.3300 org

Mandor 0.0100 org

Lebih dari 30 meter

Jumlah -


Jumlah -

Dibulatkan -

1 zak PC = 50 kg = 40 liter = 0.04 m3 = 1/25 m3maka setiap jarak : (1 / (275 / ( L + 75 ))) /25 x a

L = 10 m1 = 0,01236 x aL = 50 m1 = 0,01818 x aL = 100 m1 = 0,02545 x aL = 200 m1 = 0,04000 x aL = 300 m1 = 0,05454 x a

Ket. : L = Jarak angkut dalam m1 a = Upah pekerja setempat ( Rupiah )

k = a /275 ( L + 75 )

a = Upah Pekerja Setempat (rupiah )L = Jarak angkut dalam m1k = Harga angkutan per m3 (termasuk harga bahan dan peralatan angkut, bambu, dll)

Analisa Sni 2008

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