DAFTAR ANALISA HARGA SATUAN

16.1.1 T e n a g a

1 Pekerja. 0.400 Org/hr x Rp. 35,000 = Rp. 14,000

2 Mandor. 0.040 Org/hr x Rp. 50,000 = Rp. 2,000

Rp. 16,000

2 SNI 6.9 1 M3 URUGAN KEMBALI6.9.1 T e n a g a

1 Pekerja. 0.192 Org/hr x Rp. 35,000 = Rp. 6,720

2 Mandor. 0.019 Org/hr x Rp. 50,000 = Rp. 950

Rp. 7,670

3 SNI 6.11 1 M3 URUGAN PASIR6.11.1 B a h a n

1 Pasir 1.200 m3 x Rp. 100,000 = Rp. 120,000

2 Tanah Urug 1.200 m3 x Rp. 55,000 = Rp. 66,000

6.11.2 T e n a g a 1 Pekerja. 0.300 Org/hr x Rp. 35,000 = Rp. 10,500

2 Manor. 0.010 Org/hr x Rp. 50,000 = Rp. 500

Pasir Urug Rp. 131,000

Tanah Urug Rp. 77,000

4 SNI 6.2 1 M1 PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER6.2.1 B a h a n

1 Kayu Dolken Ø 8-10, 400 cm. 1.250 btg x Rp. 20,000 = Rp. 25,000

2 Semen Portland. 2.500 kg x Rp. 1,150 = Rp. 2,875

3 Seng Gelombang 6 kaki. 1.200 lbr x Rp. 48,000 = Rp. 57,600

4 Pasir. 0.005 m3 x Rp. 100,000 = Rp. 500

5 Kerikil Split. 0.009 m3 x Rp. 290,000 = Rp. 2,610

6 Kayu Kelas III 5/7 0.072 m3 x Rp. 1,400,000 = Rp. 100,800

7 Paku Biasa 2 " - 5 " 0.060 kg x Rp. 20,000 = Rp. 1,200

8 Meni Besi. 0.450 kg x Rp. 21,000 = Rp. 9,450

6.2.2 T e n a g a 1 Pekerja. 0.400 Org/hr x Rp. 35,000 = Rp. 14,000

2 Tukang Batu 0.200 Org/hr x Rp. 55,000 = Rp. 11,000

3 Kepala Tukang 0.020 Org/hr x Rp. 65,000 = Rp. 1,300

4 Mandor 0.020 Org/hr x Rp. 50,000 = Rp. 1,000

= Rp. 227,335

5. SNI 6.14 1 M3 PASANGAN BATU KOSONG6.14.1 B a h a n

1 Batu Belah 15/20 1.200 m3 x Rp. 100,000 = Rp. 120,000

2 Pasir Pasangan 0.300 m3 x Rp. 100,000 = Rp. 30,000

6.14.2 T e n a g a 1 Pekerja. 0.780 Org/hr x Rp. 35,000 = Rp. 27,300

2 Tukang Batu 0.390 Org/hr x Rp. 55,000 = Rp. 21,450

3 Kepala Tukang 0.039 Org/hr x Rp. 65,000 = Rp. 2,535

4 Mandor 0.039 Org/hr x Rp. 50,000 = Rp. 1,950

Rp. 203,235

6. SNI 6.5 1 M3 PASANGAN PONDASI BATU BELAH/BATU KALI 1 PC : 5 PSR6.5.1 B a h a n

1 Batu Belah/Batu Kali 15/20 1.100 m3 x Rp. 100,000 = Rp. 110,000

2 Semen Portland (PC). 136.000 kg x Rp. 1,150 = Rp. 156,400

3 Pasir 0.544 m3 x Rp. 100,000 = Rp. 54,400

6.5.2 T e n a g a 1 Pekerja. 1.500 Org/hr x Rp. 35,000 = Rp. 52,500

2 Tukang Batu 0.600 Org/hr x Rp. 55,000 = Rp. 33,000

3 Kepala Tukang 0.060 Org/hr x Rp. 65,000 = Rp. 3,900

4 Mandor 0.075 Org/hr x Rp. 50,000 = Rp. 3,750

SNI 6.1 1 M3 GALIAN TANAH.

Rp. 413,950

7. SNI 6.10 1 M2 PASANGAN BATU MEREH TEBAL 1/2 BATA 1 PC : 3 PSR6.10.1 B a h a n

1 Batu Bata 70.000 biji x Rp. 500 = Rp. 35,000

2 Semen Portland (PC). 14.370 kg x Rp. 1,150 = Rp. 16,526

3 Pasir 0.040 m3 x Rp. 100,000 = Rp. 4,000

6.10.2 T e n a g a 1 Pekerja. 0.320 Org/hr x Rp. 35,000 = Rp. 11,200

2 Tukang Batu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.015 Org/hr x Rp. 50,000 = Rp. 750

Rp. 73,626

8. SNI 6.12 1 M2 PASANGAN BATU MEREH TEBAL 1/2 BATA 1 PC : 5 PSR6.12.1 B a h a n

1 Batu Bata 70.000 biji x Rp. 500 = Rp. 35,000

2 Semen Portland (PC). 9.680 kg x Rp. 1,150 = Rp. 11,132

3 Pasir 0.045 m3 x Rp. 100,000 = Rp. 4,500

6.12.2 T e n a g a 1 Pekerja. 0.320 Org/hr x Rp. 35,000 = Rp. 11,200

2 Tukang Batu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.015 Org/hr x Rp. 50,000 = Rp. 750

Rp. 68,732

9. SNI 6.2 1 M2 PEKERJAAN PLESTERAN 1 PC : 2 PSR TEBAL 15 MM.6.2.1 B a h a n

1 Semen Portland (PC). 8.520 kg x Rp. 1,150 = Rp. 9,798

2 Pasir 0.017 m3 x Rp. 100,000 = Rp. 1,700

6.2.2 T e n a g a 1 Pekerja. 0.200 Org/hr x Rp. 35,000 = Rp. 7,000

2 Tukang Batu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250

3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975

4 Mandor 0.010 Org/hr x Rp. 50,000 = Rp. 500

Rp. 28,223

10. SNI 6.3 1 M2 PEKERJAAN PLESTERAN 1 PC : 3 PSR TEBAL 15 MM.6.3.1 B a h a n

1 Semen Portland (PC). 6.480 kg x Rp. 1,150 = Rp. 7,452

2 Pasir 0.019 m3 x Rp. 100,000 = Rp. 1,900

6.3.2 T e n a g a 1 Pekerja. 0.200 Org/hr x Rp. 35,000 = Rp. 7,000

2 Tukang Batu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250

3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975

4 Mandor 0.010 Org/hr x Rp. 50,000 = Rp. 500

Rp. 26,077

11. SNI 6.5 1 M2 PEKERJAAN PLESTERAN 1 PC : 5 PSR TEBAL 15 MM.6.5.1 B a h a n

1 Semen Portland (PC). 4.320 kg x Rp. 1,150 = Rp. 4,968

2 Pasir 0.022 m3 x Rp. 100,000 = Rp. 2,200

6.5.2 T e n a g a 1 Pekerja. 0.200 Org/hr x Rp. 35,000 = Rp. 7,000

2 Tukang Batu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250

3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975

4 Mandor 0.010 Org/hr x Rp. 50,000 = Rp. 500

Rp. 23,893

12. 6.16 1 M2 PEKERJAAN ACIAN AIR SEMEN PLESTERAN TEMBOK6.16.1 B a h a n

1 Semen Portland (PC). 4.000 kg x Rp. 1,150 = Rp. 4,600

6.16.2 T e n a g a 1 Pekerja. 0.028 Org/hr x Rp. 35,000 = Rp. 980

2 Tukang Batu 0.042 Org/hr x Rp. 55,000 = Rp. 2,310

3 Kepala Tukang 0.004 Org/hr x Rp. 65,000 = Rp. 260

4 Mandor 0.003 Org/hr x Rp. 50,000 = Rp. 125

Rp. 8,275

13. SNI 6.4 1 M3 MEMBUAT BETON TUMBUK 1 PC : 3 PSR : 5 KRK6.4.1 B a h a n

1 Semen Portland (PC) 200.000 kg x Rp. 1,150 = Rp. 230,000

2 Pasir 0.520 m3 x Rp. 100,000 = Rp. 52,000

3 Kerikil Split 0.870 m3 x Rp. 290,000 = Rp. 252,300

6.4.2 T e n a g a 1 Pekerja. 1.150 Org/hr x Rp. 35,000 = Rp. 40,250

2 Tukang Batu 0.020 Org/hr x Rp. 55,000 = Rp. 1,100

3 Kepala Tukang 0.002 Org/hr x Rp. 65,000 = Rp. 130

4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

Rp. 576,080

14. SNI 6.5 1 M3 MEMBUAT BETON BERTULANG 1 PC : 2 PSR : 3 KRK.B a h a n

1 Semen Portland (PC) 232.000 kg x Rp. 1,150 = Rp. 266,800

2 Pasir 0.520 m3 x Rp. 100,000 = Rp. 52,000

3 Koral Beton 0.780 m3 x Rp. 290,000 = Rp. 226,200

T e n a g a 1 Pekerja. 1.650 Org/hr x Rp. 35,000 = Rp. 57,750

2 Tukang Batu 0.250 Org/hr x Rp. 55,000 = Rp. 13,750

3 Kepala Tukang 0.025 orang x Rp. 65,000 = Rp. 1,625

4 Mandor 0.080 orang x Rp. 50,000 = Rp. 4,000

Rp. 622,125

15. SNI 6.25 1 KG PEMBESIAN DENGAN BESI POLOS/BESI ULIR.6.25.1 B a h a n

1 Besi Beton 1.050 kg x Rp. 10,000 = Rp. 10,500

2 Kawat Beton 0.015 m3 x Rp. 17,500 = Rp. 263

6.25.2 T e n a g a 1 Pekerja. 0.007 Org/hr x Rp. 35,000 = Rp. 245

2 Tukang Besi 0.007 Org/hr x Rp. 55,000 = Rp. 385

3 Kepala Tukang 0.00007 orang x Rp. 65,000 = Rp. 5

4 Mandor 0.00030 orang x Rp. 50,000 = Rp. 15

Rp. 11,412

16. SNI 6.28 1 M2 PASANG BEKESTING UNTUK PONDASI.6.28.1 B a h a n

1 Kayu Terentang Kelas III. 0.040 m3 x Rp. 1,400,000 = Rp. 56,000

2 Paku Biasa 2" - 4 " 0.300 kg x Rp. 20,000 = Rp. 6,000

3 Minyak Bikesting 0.100 ltr x Rp. 22,500 = Rp. 2,250

6.28.2 T e n a g a 1 Pekerja. 0.300 Org/hr x Rp. 35,000 = Rp. 10,500

2 Tukang Kayu. 0.260 Org/hr x Rp. 55,000 = Rp. 14,300

3 Kepala Tukang 0.026 Org/hr x Rp. 65,000 = Rp. 1,690

4 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

Rp. 90,990

17. SNI 6.29 1 M2 PASANG BEKESTING UNTUK SLOEF.6.29.1 B a h a n

1 Kayu Terentang Kelas III. 0.045 m3 x Rp. 1,400,000 = Rp. 63,000

2 Paku Biasa 2" - 4 " 0.300 kg x Rp. 20,000 = Rp. 6,000

3 Minyak Bikesting 0.100 ltr x Rp. 15,000 = Rp. 1,500

6.29.2 T e n a g a

1 Pekerja. 0.300 Org/hr x Rp. 35,000 = Rp. 10,500

2 Tukang Kayu. 0.260 Org/hr x Rp. 55,000 = Rp. 14,300

3 Kepala Tukang 0.026 Org/hr x Rp. 65,000 = Rp. 1,690

4 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

Rp. 97,240

18. SNI 6.30 1 M2 PASANG BEKESTING UNTUK KOLOM.6.30.1 B a h a n

1 Kayu Terentang. 0.015 m3 x Rp. 1,400,000 = Rp. 21,000

2 Paku Biasa 2" - 4 " 0.400 kg x Rp. 20,000 = Rp. 8,000

3 Minyak Bikesting 0.200 ltr x Rp. 15,000 = Rp. 3,000

4 Kayu (Balok + Papan). 0.040 m3 x Rp. 1,400,000 = Rp. 56,000

6.30.1 T e n a g a 1 Pekerja. 0.300 Org/hr x Rp. 35,000 = Rp. 10,500

2 Tukang Kayu. 0.330 Org/hr x Rp. 55,000 = Rp. 18,150

3 Kepala Tukang 0.033 Org/hr x Rp. 65,000 = Rp. 2,145

4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

Rp. 119,095

19. SNI 6.31 1 M2 PASANG BEKESTING UNTUK BALOK6.31.1 B a h a n

1 Kayu Terentang 0.040 m3 x Rp. 1,400,000 = Rp. 56,000

2 Paku Biasa 2" - 4 " 0.400 kg x Rp. 20,000 = Rp. 8,000

3 Minyak Bikesting 0.200 ltr x Rp. 15,000 = Rp. 3,000

4 Kayu (Balok + Papan). 0.038 m3 x Rp. 1,400,000 = Rp. 53,200

6.31.2 T e n a g a 1 Pekerja. 0.320 Org/hr x Rp. 35,000 = Rp. 11,200

2 Tukang Kayu. 0.330 Org/hr x Rp. 55,000 = Rp. 18,150

3 Kepala Tukang 0.033 Org/hr x Rp. 65,000 = Rp. 2,145

4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

Rp. 151,995

20. SNI 6.32 1 M2 PASANG BEKESTING UNTUK LANTAI6.32.1 B a h a n

1 Kayu Terentang 0.040 m3 x Rp. 1,400,000 = Rp. 56,000

2 Paku Biasa 2" - 4 " 0.400 kg x Rp. 20,000 = Rp. 8,000

3 Minyak Bikesting 0.200 ltr x Rp. 15,000 = Rp. 3,000

4 Kayu (Balok + Papan). 0.035 m3 x Rp. 1,400,000 = Rp. 49,000

6.32.2 T e n a g a 1 Pekerja. 0.320 Org/hr x Rp. 35,000 = Rp. 11,200

2 Tukang Kayu. 0.330 Org/hr x Rp. 55,000 = Rp. 18,150

3 Kepala Tukang 0.033 Org/hr x Rp. 65,000 = Rp. 2,145

4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

Rp. 147,795

21. SNI 6.34 1 M2 PASANG BEKESTING UNTUK TANGGA6.34.1 B a h a n

1 Kayu Terentang 0.030 m3 x Rp. 1,400,000 = Rp. 42,000

2 Paku Biasa 2" - 4 " 0.400 kg x Rp. 20,000 = Rp. 8,000

3 Minyak Bikesting 0.150 ltr x Rp. 15,000 = Rp. 2,250

4 Kayu (Balok + Papan). 0.035 m3 x Rp. 1,400,000 = Rp. 49,000

6.34.2 T e n a g a 1 Pekerja. 0.320 Org/hr x Rp. 35,000 = Rp. 11,200

2 Tukang Kayu. 0.330 Org/hr x Rp. 55,000 = Rp. 18,150

3 Kepala Tukang 0.033 Org/hr x Rp. 65,000 = Rp. 2,145

4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

Rp. 133,045

22. 1 M3 PEKERJAAN PONDASI POER1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi Beton 165.000 kg x Rp. 11,412 = Rp. 1,882,988

3 Bekesting 2.400 m2 x Rp. 90,990 = Rp. 218,376

= Rp. 2,723,489

23. 1 M3 PEKERJAAN STEK PONDASI POOR.1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi Beton 178.960 kg x Rp. 11,412 = Rp. 2,042,300

3 Bekesting 11.250 m2 x Rp. 90,990 = Rp. 1,023,638

= Rp. 3,688,063

24. 1 M3 PEKERJAAN SLOEF.1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi Beton 169.460 kg x Rp. 11,412 = Rp. 1,933,886

3 Bekesting 10.000 m2 x Rp. 97,240 = Rp. 972,400

= Rp. 3,528,411

25. 1 M3 PEKERJAAN KOLOM.1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi Beton 201.000 kg x Rp. 11,412 = Rp. 2,293,822

3 Bekesting 6.250 m2 x Rp. 119,095 = Rp. 744,344

= Rp. 3,660,291

26. 1 M3 PEKERJAAN BALOK.1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi Beton 140.230 kg x Rp. 11,412 = Rp. 1,600,312

3 Bekesting 6.670 m2 x Rp. 151,995 = Rp. 1,013,807

= Rp. 3,236,243

27. 1 M3 PEKERJAAN PLAT LANTAI.1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi Beton 100.000 kg x Rp. 11,412 = Rp. 1,141,205

3 Bekesting 8.330 m2 x Rp. 151,995 = Rp. 1,266,118

= Rp. 3,029,448

28. 1 M3 PEKERJAAN TANGGA.1 Beton Camp. 1PC:2Psr:3Krk. 1.000 m3 x Rp. 622,125 = Rp. 622,125

2 Besi beton 115.000 kg x Rp. 11,412 = Rp. 1,312,386

3 Bekesting 14.200 m2 x Rp. 133,045 = Rp. 1,889,239

= Rp. 3,823,750

29 SNI 6.45 1 M1 MEMBUAT KOLOM PRAKTIS BETON BERTULANG (15 X 15) CM.6.45.1 B a h a n

1 Kayu Terentang 0.002 m3 x Rp. 1,400,000 = Rp. 2,800

2 Paku Biasa 2" - 4 ". 0.010 kg x Rp. 20,000 = Rp. 200

3 Besi Beton Polos. 3.000 kg x Rp. 11,412 = Rp. 34,236

4 Kawat Beton. 0.450 kg x Rp. 17,500 = Rp. 7,875

4 Semen Portland (PC) 4.000 kg x Rp. 1,150 = Rp. 4,600

5 Pasir Beton 0.006 m3 x Rp. 100,000 = Rp. 600

6 Koral Beton 0.009 m3 x Rp. 290,000 = Rp. 2,610

6.45.2 T e n a g a 1 Pekerja. 0.060 Org/hr x Rp. 35,000 = Rp. 2,100

2 Tukang Batu. 0.020 Org/hr x Rp. 55,000 = Rp. 1,100

3 Tukang Kayu 0.020 Org/hr x Rp. 55,000 = Rp. 1,100

4 Tukang Besi 0.020 Org/hr x Rp. 55,000 = Rp. 1,100

5 Kepala Tukang 0.006 Org/hr x Rp. 65,000 = Rp. 390

6 Mandor 0.003 Org/hr x Rp. 50,000 = Rp. 150

Rp. 58,861

1.000 m3 Kolom Praktis Rp. 2,648,752

30. SNI 6.46 1 M1 MEMBUAT RING BALOK BETON BERTULANG (15 X 15) CM.6.46.1 B a h a n

1 Kayu Terentang 0.003 m3 x Rp. 1,400,000 = Rp. 4,200

2 Paku Biasa 2" - 4 ". 0.020 kg x Rp. 20,000 = Rp. 400

3 Besi Beton Polos. 3.600 kg x Rp. 11,412 = Rp. 41,083

4 Kawat Beton. 0.050 kg x Rp. 17,500 = Rp. 875

4 Semen Portland (PC) 5.500 kg x Rp. 1,150 = Rp. 6,325

5 Pasir Beton 0.009 m3 x Rp. 100,000 = Rp. 900

6 Koral Beton 0.015 m3 x Rp. 290,000 = Rp. 4,350

6.46.2 T e n a g a 1 Pekerja. 0.100 Org/hr x Rp. 35,000 = Rp. 3,500

2 Tukang Batu. 0.033 Org/hr x Rp. 55,000 = Rp. 1,815

3 Tukang Kayu 0.033 Org/hr x Rp. 55,000 = Rp. 1,815

4 Tukang Besi 0.033 Org/hr x Rp. 55,000 = Rp. 1,815

5 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

6 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

Rp. 67,978

1.000 m3 Rinag Balok Rp. 3,059,027

31. SNI 6.1 1 KG PASANG RANGKA ATAP BAJAB a h a n

1 Besi Profil WF. 1.100 kg x Rp. 15,500 = Rp. 17,050

2 Meni Besi 0.080 kg x Rp. 25,000 = Rp. 2,000

T e n a g a 1 Pekerja. 0.006 Org/hr x Rp. 35,000 = Rp. 210

2 Tukang Besi 0.060 Org/hr x Rp. 55,000 = Rp. 3,300

3 Kepala Tukang 0.006 Org/hr x Rp. 65,000 = Rp. 390

4 Mandor 0.0003 Org/hr x Rp. 50,000 = Rp. 15

Rp. 22,965

32. SNI 6.2 1 M2 PASANG PINTU BESI BAJAB a h a n

1 Pintu Besi Baja 1.100 m2 x Rp. 750,000 = Rp. 825,000

T e n a g a 1 Pekerja. 0.650 Org/hr x Rp. 35,000 = Rp. 22,750

2 Tukang Besi Konstruksi 0.650 Org/hr x Rp. 55,000 = Rp. 35,750

3 Kepala Tukang 0.065 Org/hr x Rp. 65,000 = Rp. 4,225

4 Mandor 0.032 Org/hr x Rp. 50,000 = Rp. 1,600

Rp. 889,325

33. SNI 6.3 1 M2 PASANG JENDELA BESI.B a h a n

1 Jendela Besi. 1.100 m2 x Rp. 500,000 = Rp. 550,000

T e n a g a 1 Pekerja. 1.050 Org/hr x Rp. 35,000 = Rp. 36,750

2 Tukang Besi Konstruksi 1.050 Org/hr x Rp. 55,000 = Rp. 57,750

3 Kepala Tukang 0.105 Org/hr x Rp. 65,000 = Rp. 6,825

4 Mandor 0.00525 Org/hr x Rp. 50,000 = Rp. 263

Rp. 651,588

34. SNI 6.5 1 M2 PASANG LANTAI KERAMIK WARNA 45 X 45 CM.1 Keramik 45 x 45 cm. 5.000 bh x Rp. 28,000 = Rp. 140,000

2 Semen Portland (PC). 9.800 kg x Rp. 1,150 = Rp. 11,270

3 Pasir 0.022 m3 x Rp. 100,000 = Rp. 2,200

4 Semen Warna. 0.900 kg x Rp. 16,500 = Rp. 14,850

T e n a g a 1 Pekerja. 0.250 Org/hr x Rp. 35,000 = Rp. 8,750

2 Tukang Batu 0.120 Org/hr x Rp. 55,000 = Rp. 6,600

3 Kepala Tukang 0.012 Org/hr x Rp. 65,000 = Rp. 780

4 Mandor 0.0125 Org/hr x Rp. 50,000 = Rp. 625

= Rp. 185,075

35. SNI 6.9 1 M2 PASANG LANTAI KERAMIK WARNA 40 X 40 CM.1 Keramik 40 x 40 cm. 6.930 bh x Rp. 9,000 = Rp. 62,370

2 Semen Portland (PC). 9.800 kg x Rp. 1,150 = Rp. 11,270

3 Pasir 0.0215 m3 x Rp. 100,000 = Rp. 2,150

4 Semen Warna. 0.900 kg x Rp. 16,500 = Rp. 14,850

T e n a g a 1 Pekerja. 0.250 Org/hr x Rp. 35,000 = Rp. 8,750

2 Tukang Batu 0.120 Org/hr x Rp. 55,000 = Rp. 6,600

3 Kepala Tukang 0.012 Org/hr x Rp. 65,000 = Rp. 780

4 Mandor 0.0125 Org/hr x Rp. 50,000 = Rp. 625

= Rp. 107,395

36. SNI 6.44 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM.1 Keramik 20 x 20 cm. 25.000 bh x Rp. 1,950 = Rp. 48,750

2 Semen Portland (PC). 11.380 kg x Rp. 1,150 = Rp. 13,087

3 Pasir 0.0420 m3 x Rp. 100,000 = Rp. 4,200

4 Semen Warna. 0.900 kg x Rp. 16,500 = Rp. 14,850

T e n a g a 1 Pekerja. 0.620 Org/hr x Rp. 35,000 = Rp. 21,700

2 Tukang Batu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.035 Org/hr x Rp. 65,000 = Rp. 2,275

4 Mandor 0.030 Org/hr x Rp. 50,000 = Rp. 1,500

= Rp. 111,862

37. SNI 6.68 1 M2 PASANG DINDING KERAMIK 20 X 20 CM.B a h a n

1 Keramik 20 x 20 cm. 25.000 bh x Rp. 1,950 = Rp. 48,750

2 Semen Portland (PC). 9.300 kg x Rp. 1,150 = Rp. 10,695

3 Pasir 0.018 m3 x Rp. 100,000 = Rp. 1,800

4 Semen Warna. 1.500 kg x Rp. 16,500 = Rp. 24,750

T e n a g a 1 Pekerja. 0.600 Org/hr x Rp. 35,000 = Rp. 21,000

2 Tukang Batu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.045 Org/hr x Rp. 65,000 = Rp. 2,925

4 Mandor 0.030 Org/hr x Rp. 50,000 = Rp. 1,500

Rp. 116,920

38. SNI 6.24 1 M1 PASANG PLINT LANTAI KERAMIK 10 x 40 CM B a h a n

1 Keramik 10 x 40 2.650 bh x Rp. 3,000 = Rp. 7,950

2 Semen Portland (PC). 1.200 kg x Rp. 1,150 = Rp. 1,380

3 Pasir 0.003 m3 x Rp. 100,000 = Rp. 300

4 Semen Warna. 0.100 kg x Rp. 16,500 = Rp. 1,650

T e n a g a 1 Pekerja. 0.060 Org/hr x Rp. 35,000 = Rp. 2,100

2 Tukang Batu 0.030 Org/hr x Rp. 55,000 = Rp. 1,650

3 Kepala Tukang 0.003 Org/hr x Rp. 65,000 = Rp. 195

4 Mandor 0.003 Org/hr x Rp. 50,000 = Rp. 150

= Rp. 15,375

39. SNI 6.25 1 M1 PASANG PLINT LANTAI KERAMIK 10 x 30 CM B a h a n

1 Keramik 10 x 30 3.330 bh x Rp. 9,333 = Rp. 31,080

2 Semen Portland (PC). 1.650 kg x Rp. 1,150 = Rp. 1,898

3 Pasir 0.0032 m3 x Rp. 100,000 = Rp. 320

4 Semen Warna. 0.100 kg x Rp. 16,500 = Rp. 1,650

T e n a g a 1 Pekerja. 0.060 Org/hr x Rp. 35,000 = Rp. 2,100

2 Tukang Batu 0.030 Org/hr x Rp. 55,000 = Rp. 1,650

3 Kepala Tukang 0.003 Org/hr x Rp. 65,000 = Rp. 195

4 Mandor 0.003 Org/hr x Rp. 50,000 = Rp. 150

= Rp. 39,043

40. SNI 6.28 1 M3 PASANG KONSTRUKSI KUDA-KUDA DAN GORDING KAYUB a h a n

1 Kayu Balok Kelas I. 1.100 m3 x Rp. 5,750,000 = Rp. 6,325,000

2 Kayu Balok Kelas II.. 1.100 m3 x Rp. 2,750,000 = Rp. 3,025,000

3 Besi Strip/Morbaut 15.000 kg x Rp. 17,500 = Rp. 262,500

4 Paku biasa 2" - 5" 0.800 kg x Rp. 20,000 = Rp. 16,000

T e n a g a 1 Pekerja. 4.000 Org/hr x Rp. 35,000 = Rp. 140,000

2 Tukang Kayu 12.000 Org/hr x Rp. 55,000 = Rp. 660,000

3 Kepala Tukang 1.200 Org/hr x Rp. 65,000 = Rp. 78,000

4 Mandor 0.200 Org/hr x Rp. 50,000 = Rp. 10,000

Kuda-kuda/Gording Kls. I. = Rp. 7,491,500

Kuda-kuda/Gording Kls. II. = Rp. 4,191,500

41. SNI 6.31 1 M2 PASANG KASO + RENG GENTENG KODOKB a h a n

1 Kayu/balok 0.012 m3 x Rp. 2,750,000 = Rp. 33,000

2 Paku biasa 2" - 5" 0.150 kg x Rp. 20,000 = Rp. 3,000

T e n a g a 1 Pekerja. 0.100 Org/hr x Rp. 35,000 = Rp. 3,500

2 Tukang Kayu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

Kaso + Reng = Rp. 45,900

42. SNI 6.38 1 M2 PASANG ATAP SENG GELOMBANGB a h a n

1 Seng Gelombang 6.000 kaki x Rp. 7,500 = Rp. 45,000 2 Paku Seng 0.020 kg x Rp. 23,000 = Rp. 460

T e n a g a 1 Pekerja. 0.120 Org/hr x Rp. 35,000 = Rp. 4,200 2 Tukang Kayu 0.060 Org/hr x Rp. 55,000 = Rp. 3,300 3 Kepala Tukang 0.006 Org/hr x Rp. 65,000 = Rp. 390 4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

Atap Seng = Rp. 53,650 43.

B a h a n1 Seng Plat 1.050 lbr x Rp. 30,000 = Rp. 31,500 3 Paku Seng 0.040 kg x Rp. 23,000 = Rp. 920

T e n a g a 1 Pekerja. 0.150 Org/hr x Rp. 35,000 = Rp. 5,250 2 Tukang Kayu 0.070 Org/hr x Rp. 55,000 = Rp. 3,850 3 Kepala Tukang 0.008 Org/hr x Rp. 65,000 = Rp. 520 4 Mandor 0.006 Org/hr x Rp. 50,000 = Rp. 300

= Rp. 42,340 44. 6.32 1 M2 PASANG ATAP GENTENG METAL

B a h a n1 Genteng Metal 2 Susun 1.020 m2 x Rp. 60,000 = Rp. 61,200 2 Paku Biasa 2" 0.200 kg x Rp. 20,000 = Rp. 4,000

T e n a g a 1 Pekerja. 0.200 Org/hr x Rp. 35,000 = Rp. 7,000 2 Tukang Kayu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500 3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650 4 Mandor 0.001 Org/hr x Rp. 50,000 = Rp. 50

= Rp. 78,400 45. SNI 6.36 1 M1 PASANG NOK ATAP GENTENG METAL

B a h a n1 Nok Atap Genteng Metal 1.100 m1 x Rp. 37,500 = Rp. 41,250 2 Paku Biasa 0.050 kg x Rp. 20,000 = Rp. 1,000

T e n a g a 1 Pekerja. 0.250 Org/hr x Rp. 35,000 = Rp. 8,750 2 Tukang Kayu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250 3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975 4 Mandor 0.013 Org/hr x Rp. 50,000 = Rp. 625

= Rp. 60,850 46. SNI 6.30 1 M2 PASANG ATAP GENTENG BETON

B a h a n1 Genteng Beton 11.000 buah x Rp. 4,000 = Rp. 44,000 2 Paku Biasa 0.030 kg x Rp. 20,000 = Rp. 600

T e n a g a 1 Pekerja. 0.200 Org/hr x Rp. 35,000 = Rp. 7,000 2 Tukang Kayu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

1 M1 PASANG NOK ATAP SENG

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650 4 Mandor 0.010 Org/hr x Rp. 50,000 = Rp. 500

= Rp. 58,250 47. SNI 6.34 1 M1 PASANG NOK ATAP GENTENG BETON

B a h a n1 Nok Atap Genteng Beton 3.500 buah x Rp. 4,000 = Rp. 14,000 2 Paku Biasa 0.050 kg x Rp. 20,000 = Rp. 1,000 3 Semen PC. 10.800 kg x Rp. 1,150 = Rp. 12,420 4 Pasir 0.032 m3 x Rp. 100,000 = Rp. 3,200 5 Semen Warna 1.000 kg x Rp. 16,500 = Rp. 16,500

T e n a g a 1 Pekerja. 0.400 Org/hr x Rp. 35,000 = Rp. 14,000 2 Tukang Kayu 0.200 Org/hr x Rp. 55,000 = Rp. 11,000 3 Kepala Tukang 0.020 Org/hr x Rp. 65,000 = Rp. 1,300 4 Mandor 0.020 Org/hr x Rp. 50,000 = Rp. 1,000

= Rp. 74,420

48. SNI 6.51 1 M1 PASANG LISPLANG UKURAN 2 (3X20) CM.B a h a n

1 Papan Kayu Kelas I. 0.0145 m3 x Rp. 5,750,000 = Rp. 83,375

2 Paku Biasa 2" - 5 " 0.060 kg x Rp. 20,000 = Rp. 1,200

T e n a g a 1 Pekerja. 0.150 Org/hr x Rp. 35,000 = Rp. 5,250

2 Tukang Kayu 0.250 Org/hr x Rp. 55,000 = Rp. 13,750

3 Kepala Tukang 0.025 Org/hr x Rp. 65,000 = Rp. 1,625

4 Mandor 0.075 Org/hr x Rp. 50,000 = Rp. 3,750

Papan Kayu 2 (3x20) = Rp. 108,950

49. SNI 6.52 1 M1 PASANG LISPLANG UKURAN 2 (2X20) CM.B a h a n

1 Papan Kayu Kelas I. 0.0086 m3 x Rp. 5,750,000 = Rp. 49,450

2 Paku Biasa 2" - 4 " 0.060 kg x Rp. 20,000 = Rp. 1,200

T e n a g a 1 Pekerja. 0.100 Org/hr x Rp. 35,000 = Rp. 3,500

2 Tukang Kayu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.050 Org/hr x Rp. 50,000 = Rp. 2,500

Papan Kayu 2 (2x20) = Rp. 62,800

50. SNI 6.39 1 M2 RANGKA LANGIT-LANGITB a h a n

1 Balok Kayu Kelas II 0.012 m3 x Rp. 2,750,000 = Rp. 33,000

2 Paku 2" - 5" 0.100 kg x Rp. 20,000 = Rp. 2,000

T e n a g a 1 Pekerja. 0.150 Org/hr x Rp. 35,000 = Rp. 5,250

2 Tukang Kayu 0.250 Org/hr x Rp. 55,000 = Rp. 13,750

3 Kepala Tukang 0.025 Org/hr x Rp. 65,000 = Rp. 1,625

4 Mandor 0.075 Org/hr x Rp. 50,000 = Rp. 3,750

= Rp. 59,375

51. SNI 6.4 1 M PASANG LANGIT-LANGIT ASBES (100X100) CM TEBAL 3,5 CM.B a h a n

1 Plat Asbes Tebal 3,5 mm. 1.100 lbr x Rp. 15,000 = Rp. 16,500

4 Paku. 0.010 kg x Rp. 23,000 = Rp. 230

T e n a g a 1 Pekerja. 0.030 Org/hr x Rp. 35,000 = Rp. 1,050

2 Tukang Kayu 0.070 Org/hr x Rp. 55,000 = Rp. 3,850

3 Kepala Tukang 0.007 Org/hr x Rp. 65,000 = Rp. 455

4 Mandor 0.0015 Org/hr x Rp. 50,000 = Rp. 75

Langit-langit Asbes = Rp. 22,160

52. SNI 6.13 1 M PASANG LANGIT-LANGIT TRIPLEKS 4 MM (60X120) CMB a h a n

1 Tripleks 4'x8'x4 mm 0.375 m2 x Rp. 52,500 = Rp. 19,688

4 Paku 1" - 2" 0.030 kg x Rp. 23,000 = Rp. 690

T e n a g a 1 Pekerja. 0.070 Org/hr x Rp. 35,000 = Rp. 2,450

2 Tukang Kayu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.0035 Org/hr x Rp. 50,000 = Rp. 175

Langit-langit Tripleks = Rp. 29,153

53. SNI 6.24 1 M PASANG LANGIT-LANGIT GYPSUM BOARD TEBAL 9 MMB a h a n

1 Gypsumboard 4'x8'x9 mm. 0.364 m2 x Rp. 62,500 = Rp. 22,750

4 Paku 1" - 2" 0.110 kg x Rp. 27,500 = Rp. 3,025

T e n a g a 1 Pekerja. 0.100 Org/hr x Rp. 35,000 = Rp. 3,500

2 Tukang Kayu 0.050 Org/hr x Rp. 55,000 = Rp. 2,750

3 Kepala Tukang 0.005 Org/hr x Rp. 65,000 = Rp. 325

4 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

= Rp. 32,600

54. SNI 6.19 LIST LANGIT-LANGIT KAYU PROFIL.B a h a n

1 List Kayu Profil 1.100 m1 x Rp. 10,000 = Rp. 11,000

3 Paku 2" 0.010 kg x Rp. 20,000 = Rp. 200

T e n a g a 1 Pekerja. 0.050 Org/hr x Rp. 35,000 = Rp. 1,750

2 Tukang Kayu 0.050 Org/hr x Rp. 55,000 = Rp. 2,750

3 Kepala Tukang 0.005 Org/hr x Rp. 65,000 = Rp. 325

4 Mandor 0.003 Org/hr x Rp. 50,000 = Rp. 150

= Rp. 16,175

55. SNI 6.2 1 M3 PASANG KOSEN PINTU DAN JENDELAB a h a n

1 Kayu Balok 1.200 m3 x Rp. 5,750,000 = Rp. 6,900,000

T e n a g a 1 Pekerja. 6.000 Org/hr x Rp. 35,000 = Rp. 210,000

2 Tukang Kayu 20.000 Org/hr x Rp. 55,000 = Rp. 1,100,000

3 Kepala Tukang 2.000 Org/hr x Rp. 65,000 = Rp. 130,000

4 Mandor 0.300 Org/hr x Rp. 50,000 = Rp. 15,000

8,355,000

56. SNI 6.16 1 M2 PASANG JALUSI MATI KOSEN KAYUB a h a n

1 Kayu, Papan 0.060 m3 x Rp. 5,750,000 = Rp. 345,000

2 Paku Biasa 0,5" - 1" 0.150 kg x Rp. 18,400 = Rp. 2,760

T e n a g a 1 Pekerja. 0.500 Org/hr x Rp. 35,000 = Rp. 17,500

2 Tukang Kayu 2.000 Org/hr x Rp. 55,000 = Rp. 110,000

3 Kepala Tukang 0.200 Org/hr x Rp. 65,000 = Rp. 13,000

4 Mandor 0.025 Org/hr x Rp. 50,000 = Rp. 1,250

= Rp. 489,510

57. SNI 6.7 1 M2 PASANG DAUN PINTU PANEL KAYU B a h a n

1 Kayu, Papan 0.040 m3 x Rp. 5,750,000 = Rp. 230,000

T e n a g a 1 Pekerja. 1.000 Org/hr x Rp. 35,000 = Rp. 35,000

2 Tukang Kayu 2.500 Org/hr x Rp. 55,000 = Rp. 137,500

3 Kepala Tukang 0.250 Org/hr x Rp. 65,000 = Rp. 16,250

4 Mandor 0.050 Org/hr x Rp. 50,000 = Rp. 2,500

= Rp. 421,250

58. SNI 6.18 1 M2 PASANG PINTU PLYWOOD RANGKAP, RGK. KAYU B a h a n

1 Kayu, Papan. 0.020 m3 x Rp. 5,750,000 = Rp. 112,700

2 Playwood 4' x 8' x 4 mm 1.000 lbr x Rp. 52,500 = Rp. 52,500

3 Lem Kayu 0.300 ltr x Rp. 30,000 = Rp. 9,000

4 Paku Biasa 0.5" - 1" 0.030 kg x Rp. 18,400 = Rp. 552

T e n a g a 1 Pekerja. 0.600 Org/hr x Rp. 35,000 = Rp. 21,000

2 Tukang Kayu 2.000 Org/hr x Rp. 55,000 = Rp. 110,000

3 Kepala Tukang 0.200 Org/hr x Rp. 65,000 = Rp. 13,000

4 Mandor 0.030 Org/hr x Rp. 50,000 = Rp. 1,500

= Rp. 311,252

59. SNI 6.10 1 M2 PASANG DAUN PINTU DAN JENDELA KACA KAYU KELAS IB a h a n

1 Kayu, Papan 0.035 m3 x Rp. 5,750,000 = Rp. 201,250

2 Kaca 5 mm 0.500 x Rp. 102,489 = Rp. 51,244

T e n a g a 1 Pekerja. 0.800 Org/hr x Rp. 35,000 = Rp. 28,000

2 Tukang Kayu 2.000 Org/hr x Rp. 55,000 = Rp. 110,000

3 Kepala Tukang 0.200 Org/hr x Rp. 65,000 = Rp. 13,000

4 Mandor 0.040 Org/hr x Rp. 50,000 = Rp. 2,000

= Rp. 405,494

60. SNI 6.17 1 M2 PASANG KACA TEBAL 5 MMB a h a n

1 Kaca 5 mm 1.100 x Rp. 84,300 = Rp. 92,730

T e n a g a 1 Pekerja. 0.015 Org/hr x Rp. 35,000 = Rp. 525

2 Tukang Kayu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250

3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975

4 Mandor 0.000175 Org/hr x Rp. 50,000 = Rp. 9

= Rp. 102,489

61. SNI 6.2 1 BUAH PASANG KUNCI TANAM BIASA ( 2 X PUTAR).B a h a n

1 Kunci Tanam 1.000 buah x Rp. 175,000 = Rp. 175,000

T e n a g a 1 Pekerja. 0.010 Org/hr x Rp. 35,000 = Rp. 350

2 Tukang Kayu 0.500 Org/hr x Rp. 55,000 = Rp. 27,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

= Rp. 203,750

62. SNI 6.3 1 BUAH KUNCI TANAM KAMAR MANDI. B a h a n

1 Kunci Tanam Kamar Mandi 1.000 buah x Rp. 110,000 = Rp. 110,000

T e n a g a 1 Pekerja. 0.005 Org/hr x Rp. 35,000 = Rp. 175

2 Tukang Kayu 0.500 Org/hr x Rp. 55,000 = Rp. 27,500

3 Kepala Tukang 0.005 Org/hr x Rp. 65,000 = Rp. 325

4 Mandor 0.0025 Org/hr x Rp. 50,000 = Rp. 125

= Rp. 138,125

63. SNI 6.5 1 BUAH PASANG ENGSEL PINTUB a h a n

1 Engsel Pintu 1.000 buah x Rp. 15,000 = Rp. 15,000

T e n a g a 1 Pekerja. 0.015 Org/hr x Rp. 35,000 = Rp. 525

2 Tukang Kayu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250

3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975

4 Mandor 0.00075 Org/hr x Rp. 50,000 = Rp. 38

= Rp. 24,788

64. SNI 6.6 1 BUAH PASANG ENGSEL JENDELAB a h a n

1 Engsel Jendela 1.000 buah x Rp. 12,500 = Rp. 12,500

T e n a g a 1 Pekerja. 0.010 Org/hr x Rp. 35,000 = Rp. 350

m2

m2

2 Tukang Kayu 0.100 Org/hr x Rp. 55,000 = Rp. 5,500

3 Kepala Tukang 0.010 Org/hr x Rp. 65,000 = Rp. 650

4 Mandor 0.0005 Org/hr x Rp. 50,000 = Rp. 25

= Rp. 19,025

65. SNI 6.9 1 BUAH PASANG KAIT (HAK) ANGINB a h a n

1 Kait (Hak) Angin 1.000 buah x Rp. 10,000 = Rp. 10,000

T e n a g a 1 Pekerja. 0.015 Org/hr x Rp. 35,000 = Rp. 525

2 Tukang Kayu 0.150 Org/hr x Rp. 55,000 = Rp. 8,250

3 Kepala Tukang 0.015 Org/hr x Rp. 65,000 = Rp. 975

4 Mandor 0.00075 Org/hr x Rp. 50,000 = Rp. 38

= Rp. 19,788

66. SNI 6.11 1 BUAH PASANG KUNCI SLOT (GRENDEL)B a h a n

1 Kunci Slot 1.000 buah x Rp. 10,000 = Rp. 10,000

T e n a g a 1 Pekerja. 0.020 Org/hr x Rp. 35,000 = Rp. 700

2 Tukang Kayu 0.200 Org/hr x Rp. 55,000 = Rp. 11,000

3 Kepala Tukang 0.020 Org/hr x Rp. 65,000 = Rp. 1,300

4 Mandor 0.001 Org/hr x Rp. 50,000 = Rp. 50

= Rp. 23,050

67. SNI 6.1 MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOCK.B a h a n

1 Kloset Duduk/Monoblock 1.000 buah x Rp. 950,000 = Rp. 950,000

2 Perlengkapan 6 % Harga bahan = Rp. 570,000

T e n a g a 1 Pekerja. 3.300 Org/hr x Rp. 35,000 = Rp. 115,500

2 Tukang Batu. 1.100 Org/hr x Rp. 55,000 = Rp. 60,500

3 Kepala Tukang 0.001 Org/hr x Rp. 65,000 = Rp. 65

4 Mandor 0.160 Org/hr x Rp. 50,000 = Rp. 8,000

= Rp. 1,704,065

68. SNI 6.2 MEMASANG 1 BUAH KLOSET JONGKOK PORSELINB a h a n

1 Kloset Jongkok Porselin 1.000 buah x Rp. 150,000 = Rp. 150,000

2 Semen PC. 6.000 kg x Rp. 1,150 = Rp. 6,900

3 Pasir 0.010 m3 x Rp. 100,000 = Rp. 1,000

T e n a g a 1 Pekerja. 1.000 Org/hr x Rp. 35,000 = Rp. 35,000

2 Tukang Batu. 1.500 Org/hr x Rp. 55,000 = Rp. 82,500

3 Kepala Tukang 1.500 Org/hr x Rp. 65,000 = Rp. 97,500

4 Mandor 0.160 Org/hr x Rp. 50,000 = Rp. 8,000

= Rp. 380,900

69. SNI 6.4 MEMASANG 1 BUAH URINOIRB a h a n

1 Urinoir 1.000 buah x Rp. 550,000 = Rp. 550,000

2 Perlengkapan 30 % Harga bahan = Rp. 165,000

3 Semen PC. 6.000 kg x Rp. 1,150 = Rp. 6,900

4 Pasir 0.010 m3 x Rp. 100,000 = Rp. 1,000

T e n a g a 1 Pekerja. 1.000 Org/hr x Rp. 35,000 = Rp. 35,000

2 Tukang Kayu 1.000 Org/hr x Rp. 55,000 = Rp. 55,000

3 Kepala Tukang 0.100 Org/hr x Rp. 65,000 = Rp. 6,500

4 Mandor 0.100 Org/hr x Rp. 50,000 = Rp. 5,000

= Rp. 824,400

70. SNI 6.5 MEMASANG 1 BUAH WASTAFEL.B a h a n

1 Wastafel 1.000 buah x Rp. 350,000 = Rp. 350,000

2 Perlengkapan 12 % Harga bahan = Rp. 42,000

3 Semen PC. 6.000 kg x Rp. 1,150 = Rp. 6,900

4 Pasir 0.010 m3 x Rp. 100,000 = Rp. 1,000

T e n a g a 1 Pekerja. 1.200 Org/hr x Rp. 35,000 = Rp. 42,000

2 Tukang Kayu 1.450 Org/hr x Rp. 55,000 = Rp. 79,750

3 Kepala Tukang 0.150 Org/hr x Rp. 65,000 = Rp. 9,750

4 Mandor 0.100 Org/hr x Rp. 50,000 = Rp. 5,000

= Rp. 536,400

71. SNI 6.6-6.8 1 M2 CAT/MENDEMPUL BIDANG KAYU BARU (1 x PLAMIR, 1 x CAT DSR, 2 x PNTP)B a h a n

1 Dempul Jadi. 0.080 kg x Rp. 20,000 = Rp. 1,600

2 Minyak Cat 0.020 kg x Rp. 18,500 = Rp. 370

3 Kertas Gosok. 0.250 kg x Rp. 5,000 = Rp. 1,250

4 Cat Meni 0.200 kg x Rp. 22,000 = Rp. 4,400

5 Plamir 0.150 kg x Rp. 22,000 = Rp. 3,300

6 Cat Dasar 0.170 kg x Rp. 40,000 = Rp. 6,800

7 Cat Penutup 2 x 0.260 kg x Rp. 40,000 = Rp. 10,400

T e n a g a 1 Pekerja. 0.110 Org/hr x Rp. 35,000 = Rp. 3,850

2 Tukang Cat 0.009 Org/hr x Rp. 55,000 = Rp. 495

3 Kepala Tukang 0.006 Org/hr x Rp. 65,000 = Rp. 390

4 Mandor 0.005 Org/hr x Rp. 50,000 = Rp. 250

= Rp. 33,105

72. SNI 6.14 1 M2 CAT TEMBOK/PLAFON BARU (1 x PLAMIR, 1 x CAT DASAR, 2 x PENUTUP)B a h a n

1 Plamir 0.100 kg x Rp. 17,500 = Rp. 1,750

2 Cat Dasar 0.100 kg x Rp. 30,000 = Rp. 3,000

3 Cat Penutup 2 x 0.260 kg x Rp. 30,000 = Rp. 7,800

4 Kertas Gosok 0.250 kg x Rp. 5,000 = Rp. 1,250

T e n a g a 1 Pekerja. 0.020 Org/hr x Rp. 35,000 = Rp. 700

2 Tukang Cat 0.063 Org/hr x Rp. 55,000 = Rp. 3,465

3 Kepala Tukang 0.0063 Org/hr x Rp. 65,000 = Rp. 410

4 Mandor 0.0025 Org/hr x Rp. 50,000 = Rp. 125

= Rp. 18,500

73. SNI 6.23 1 M2 PENGECATAN PERMUKAAN SENGB a h a n

1 Cat 0.300 kg x Rp. 20,000 = Rp. 6,000

T e n a g a 1 Pekerja. 0.006 Org/hr x Rp. 35,000 = Rp. 210

2 Tukang Cat 0.060 Org/hr x Rp. 55,000 = Rp. 3,300

3 Kepala Tukang 0.0120 Org/hr x Rp. 65,000 = Rp. 780

4 Mandor 0.0060 Org/hr x Rp. 50,000 = Rp. 300

= Rp. 10,590

74. SNI 6.57 1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYUB a h a n

1 Kayu Balok 0.0195 m3 x Rp. 2,750,000 = Rp. 53,625

2 Papan 0.007 m3 x Rp. 2,750,000 = Rp. 19,250

3 Paku Biasa 2"-5" 0.100 kg x Rp. 20,000 = Rp. 2,000

4 Lem Kayu 0.560 ltr x Rp. 20,000 = Rp. 11,200

5 Pllywood 4'x8'x4mm 1.000 lbr x Rp. 62,500 = Rp. 62,500

T e n a g a 1 Pekerja. 0.310 Org/hr x Rp. 35,000 = Rp. 10,850

2 Tukang Kayu 0.175 Org/hr x Rp. 55,000 = Rp. 9,625

3 Kepala Tukang 0.018 Org/hr x Rp. 65,000 = Rp. 1,138

4 Mandor 0.015 Org/hr x Rp. 50,000 = Rp. 750

= Rp. 170,938

75. SNI 6.57 1 M2 PASANG DINDING PEMISAH GYPSUMBOARD RANGKAP, RANGKA KAYU

B a h a n1 Kayu Balok 0.0195 m3 x Rp. 2,750,000 = Rp. 53,625

2 Papan 0.007 m3 x Rp. 2,750,000 = Rp. 19,250

3 Paku Biasa 2"-5" 0.100 kg x Rp. 20,000 = Rp. 2,000

4 Lem Kayu 0.560 ltr x Rp. 20,000 = Rp. 11,200

5 Gypsumboard 4'x8'x9mm. 1.000 lbr x Rp. 62,500 = Rp. 62,500

T e n a g a 1 Pekerja. 0.310 Org/hr x Rp. 35,000 = Rp. 10,850

2 Tukang Kayu 0.175 Org/hr x Rp. 55,000 = Rp. 9,625

3 Kepala Tukang 0.018 Org/hr x Rp. 65,000 = Rp. 1,138

4 Mandor 0.015 Org/hr x Rp. 50,000 = Rp. 750

= Rp. 170,938

76.B a h a n

1 Paving Block 1.050 m2 x Rp. 48,000 = Rp. 50,400 2 Pasir 0.019 m2 x Rp. 100,000 = Rp. 1,900

T e n a g a 1 Pekerja. 0.310 Org/hr x Rp. 35,000 = Rp. 10,850 2 Tukang Kayu 0.175 Org/hr x Rp. 55,000 = Rp. 9,625 3 Kepala Tukang 0.018 Org/hr x Rp. 65,000 = Rp. 1,138 4 Mandor 0.015 Org/hr x Rp. 50,000 = Rp. 750

= Rp. 74,663

DAFTAR HARGA BAHAN

No. N a m a B a h a n H a r g a S a t u a n

(1) (2) (4) (5)

I. BAHAN PASANGAN1. Tanah dan Pasir

Pasir Urug/Timbunan. Rp. 100,000 m3Pasir Pasang Rp. 100,000 m3Pasir Beton / Cor Rp. 100,000 m3Sirtu Rp. 60,000 m3Pasir Plester Rp. 100,000 m3Tanah Urug Rp. 80,000 m3

2. KERIKILKerikil Split Rp. 290,000 m3Kerikil Sungai / Koral Rp. 52,500 m3

3. Batu - BatuanBatu Utuh, Bt. Kali, Bt. Gunung Rp. 100,000 m3

4. Batu CetakBatu Bata Ukuran Kecil 515x11x23 Rp. 500 buahBatu Bata Ukuran Besar Rp. - buahBatako Ukuran 20 x 40 x 10 Rp. - buahPaving Blok Rp. 45,000 m2Roster / Kerawang 20 x20 Rp. 25,000 buah

5. KapurKapur Pasang (Mil) Rp. - kg

6. SemenPortland (50 Kg) Rp. 57,500 zak

1 M2 PEKERJAAN PASANG PAVING BLOCK

Semen Putih 25 Kg Rp. - zakNat / Mortar Flex Rp. 25,000 kg

II. BAHAN ATAPSeng Gelombang BJLS 20 Rp. 48,000 lembarGenteng Metal Rp. lembarSeng Plat BJLS 20 Rp. 30,000 lembarGenteng Kodok Rp. 6,500 lembarSeng Plastik Rp. lembar

BAHAN BUBUNGANSeng Plat Lebar 45 Cm Rp. - m1Seng Plat Lebar 30 Rp. - m1Metal Rp. - buahGenteng Rp. 3,850 buah

III. BAHAN KAYUKayu Kelas I Rp. 5,750,000 setKayu Kelas II Rp. 2,750,000 psgKayu Kelas III / Daerah Rp. 1,400,000 unit

IV. BAHAN BAMBUBambu Besar 15 - 20 Cm Rp. 16,500 batangBambu Sedang 10 - 15 Cm Rp. 15,500 batangBambu Kecil 5 - 10 Cm Rp. 14,500 batang

(1) (2) (4) (5)

V. BAHAN LANTAI / KERAMIKTegel Keramik 20 x 20 Cm Rp. 48,750 DosTegel Keramik 20 x 25 Cm Rp. 48,750 DosTegel Keramik 30 x 30 Cm Rp. 48,750 DosTegel Keramik 40 x 40 Cm Rp. 54,000 DosTegel Keramik 45 x 45 Cm (Setara Essenza) Rp. 140,000 Dos

VI. BAHAN BESI1. Besi

Besi Beton Polos Rp. 10,000 kg

2. KawatKawat Ikat Beton / Bendrat Rp. 17,500 kg

VII. BAHAN LANGIT - LANGIT1. Tripleks Ukuran

120 Cm x 240 Cm x 3 mm Rp. 39,500 lembar120 Cm x 240 Cm x 4 mm Rp. 62,500 lembar

2. Taekwood / Playwood120 Cm x 240 Cm x 5 mm Rp. 93,500 lembar90 Cm x 240 Cm x 5 mm Rp. 80,500 lembar

3. Gypsum Rp. 62,500 lembar

4. Kalsiboard. Rp. 55,000 lembar

VIII. BAHAN SANITAIR /SALURAN AIR.1. Kloset

Kloset Duduk Standar Ex INA Rp. 950,000 buahKloset Jongkok Standar Ek. INA. Rp. 150,000 buah

2. Meja Dapur.Wastafel Standar Ex. KIA. Rp. 350,000 buahBak Cuci Piring Stainless Steel 1 Lobang Rp. 260,000 buahBak Cuci Piring Stainless Steel 2 Lobang Rp. 450,000 buah

3. Urinoir Keramik Rp. 550,000 buah

4. Pompa Air.Gold Star 100 Watt Rp. 450,000 buahNasional 125 Watt. Rp. 405,000 buahDragon LN. Rp. 255,000 buah

5. Bak Air.Bak mandi Fibre Glass 70x70x66 cm Rp. 750,000 buahBak Reservoir Fibre Glass Kap. 1.000 Ltr. Rp. 1,400,000 buahBak reservoir Rangka Baja 1.000 ltr Rp. 3,000,000 buah

IX. BAHAN FINISHING1. Cat Kayu :

Cat Kayu Rp. 40,000 kgMeni Kayu. Rp. 22,000 kgDempul Kayu Rp. 18,000 kgAfdunner/Tinner Rp. 16,000 kgVernis. Rp. 37,500 kgPolitur. Rp. 40,000 literLem kayu Rp. 20,000 kg

(1) (2) (4) (5)

2. Cat Tembok.Cat Tembok. Rp. 30,000 kgPlamur Tembok Rp. 17,500 kg

3. Cat Besi.Cat Besi. Rp. 40,000 kgMeni Besi. Rp. 22,000 kgKertas Amplas Rp. 5,000 lembar

DAFTAR HARGA BAHAN

No. M a c a m P e k e r j a U p a h S a t u a n

(1) (2) (4) (5)

1 M a n d o r. Rp. 50,000 Org/Hari2 Tukang Gali/Pekerja Rp. 35,000 Org/Hari3 Kepala Tukang Gali. Rp. 65,000 Org/Hari4 Tukang Batu. Rp. 55,000 Org/Hari5 Kepala Tukang Batu. Rp. 65,000 Org/Hari6 Tukang Kayu. Rp. 55,000 Org/Hari7 Kepala Tukang Kayu. Rp. 65,000 Org/Hari8 Tukang Besi Rp. 55,000 Org/Hari9 Kepala Tukang Besi. Rp. 65,000 Org/Hari

10 Tukang Cat Rp. 55,000 Org/Hari11 Kepala Tukang Cat. Rp. 65,000 Org/Hari12 Tukang Listrik Rp. 55,000 Org/Hari13 Kepala Tukang Listrik Rp. 65,000 Org/Hari14 Tukang Pipa Rp. 55,000 Org/Hari15 Kepala Tukang Pipa Rp. 65,000 Org/Hari16 Penjaga Malam. Rp. 35,000 Org/Hari17 Sopir. Rp. 60,000 Org/Hari18 Operator Rp. 75,000 Org/Hari