DAFTAR ANALISA PEKERJAAN
NO
SNI
1
2
1
KODE KOEF SAT 3
4
5
03-2835-2002 6,2 6.2.1
1
m' Pagar Sementara dari seng Gelombang tinggi 2,00 Bahan btg Kayu Dolken diameter 8 - 10 / 400 cm kg Portland Cement Lbr Se S eng Gelombang 3" - 5 " m3 Pasir Beton m3 Koral Beton m3 Kayu 5/7 x 4 m kayu kruing k g Pa Paku Biasa 2" - 5" kg Meni besi
6.2.2 0.2 0.4 0.02 0.02
OH OH OH OH
0.1 0.1 0.01 0.005
OH OH OH OH
2 1 2 0.3 0.05
6.6.1
Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor
1 m2 Pembuatan Kantor Sementara Dg Lantai Plesteran Bahan 1.25 btg Kayu Dol ke ken diam et eter 8 - 10 / 400 cm 0.18 m3 m3 Kayu kamper 0.85 kg p pa aku biasa 2" - 5" 1.1 kg Besi strip 35 kg Portland cement 0.15 m3 Pasir pasang 0.1 m3 pasir beton 0.15 m3 Koral beton 30 bh Batu bata merah 0.25 lbr Seng plat 2 bh jendela Naco 0.08 m2 Kaca Polos 0.15 bh Kunci tanam 0.3 bh Engsel 0.06 lb l br Pl Plywood 4 mm
6.5.2
6,6
Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor
1 m' Pengukuran dan Pemasangan Bouwplank Bahan 0.012 m3 Kayu 5/7 x 4 m kayu kruing 0.02 k g Pa Paku biasa 2" - 5" 0.007 m3 Kayu papan 3/20 Kruing
6.4.2
6,5 6.5.1
HARGA SATUAN BAHAN / UPAH (Rp) 6
JUMLAH (Rp) 7
PEKERJAAN PE PERSIAPAN
1.25 2.5 1.2 0.005 0.009 0.072 0.06 0.45
6,4 6.41
URAIAN PEKERJAAN
OH OH OH OH OH
Tenaga Tukang Kayu Tukang batu Pekerja Kepala Tukang Mandor
1 m2 Pembuatan Gudang Semen dan Alat-alat Bahan 1.7 btg Kayu Dolken diameter 8 - 10 / 400 cm 0.21 m3 Kayu 0.3 kg p pa aku biasa 2" - 5" 10.5 kg Portland cement 0.03 m3 pasir beton 0.05 m3 Koral beton 1.5 lbr Se Seng gelombang BJLS 32
6.6.2 2 1 0.2 0.05
OH OH OH OH
Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor
12,000.00 675.00 39,000.00 120,000.00 120,000.00 58,800.00 7,500.00 12,500.00
93,976.10 75,476.10 15,000.00 1,687.50 46,800.00 600.00 1,080.00 4,233.60 450.00 5,625.00
35,000.00 25,000.00 40,000.00 35,000.00
18,500.00 7,000.00 10,000.00 800.00 700.00
58,800.00 7,500.00 4,200,000.00
36,830.60 30,255.60 705.60 150.00 29,400.00
35,000.00 25,000.00 40,000.00 35,000.00
6,575.00 3,500.00 2,500.00 400.00 175.00
12,000.00 750,000.00 7,500.00 9,200.00 675.00 90,000.00 120,000.00 120,000.00 200.00 11,000.00 5,500.00 40,000.00 35,000.00 2,500.00 64,000.00
435,160.00 266,410.00 15,000.00 135,000.00 6,375.00 10,120.00 23,625.00 13,500.00 12,000.00 18,000.00 6,000.00 2,750.00 11,000.00 3,200.00 5,250.00 750.00 3,840.00
35,000.00 35,000.00 25,000.00 40,000.00 35,000.00
168,750.00 70,000.00 35,000.00 50,000.00 12,000.00 1,750.00
12,000.00 750,000.00 7,500.00 675.00 120,000.00 120,000.00 39,000.00
360,087.50 255,337.50 20,400.00 157,500.00 2,250.00 7,087.50 3,600.00 6,000.00 58,500.00
35,000.00 25,000.00 40,000.00 35,000.00
104,750.00 70,000.00 25,000.00 8,000.00 1,750.00
6,8 6.8.2
6,11 6.11.1
1
m2 Membersihkan Lapangan dan Perataan Tenaga 0.10 OH Pekerja 0.05 OH Mandor m2 Pe P embuatan Steger dari Bambu Uk. 40 x 50 x 20 cm Bahan 1.00 btg Bambu Diameter 6 - 8 / 600 cm 0.25 kg Tali ijuk
0.17 OH 0.25 OH 0.002 OH 0.0013 OH 1 6.667 0.333 6,14 6.14.2
2
6,4 6.4.2
6,5 6.5.2
6,6 6.6.2
6,7 6.7.2
6,9 6.9.2
6,10 6.10.2
6,11 6.11.1
35,000.00 25,000.00 40,000.00 35,000.00
12,325.50 5,950.00 6,250.00 80.00 45.50
m3 Bongkaran Beton Bertulang Tenaga OH Pekerja OH Mandor
25,000.00 35,000.00 35
178,330.00 178,330.00 166,675.00 11,655.00
25,000.00 35,000.00 35
167, 67,830.0 0.00 167,830.00 166,675.00 1,155.00
25,000.00 35,000.00 35
11,400.00 11,400.00 10,000.00 1,400.00
25,000.00 35,000.00 35
17,795.00 17,795.00 15,625.00 2,170.00
25,000.00 35,000.00 35
35,625.00 35,625.00 31,250.00 4,375.00
25,000.00 35,000.00 35
23,480.00 23,480.00 20,575.00 2,905.00
25,000.00 35,000.00
1,425.00 1,425.00 1,250.00 175.00
25,000.00 35,000.00
5,465.00 5,465.00 4,800.00 665.00
25,000.00 35,000.00 35
14,250.00 14,250.00 12,500.00 1,750.00
60,000.00
79,850.00 72,000.00 72,000.00
25,000.00 35,000.00
7,850.00 7,500.00 350.00
PEKERJAAN TANAH 1
m3 Galian Tanah Biasa Sedalam 1m Tenaga 0.400 OH Pekerja 0.040 OH Mandor 1
m3 Galian Tanah Keras Sedalam 1m Tenaga 0.625 OH Pekerja 0.062 OH Mandor 1
m3 Galian Tanah cadas Sedalam 1m Tenaga 1.250 OH Pekerja 0.125 OH Mandor 1
m3 Galian Tanah lumpur Sedalam 1m Tenaga 0.823 OH Pekerja 0.083 OH Mandor 1
m2 Pekerjaan Striping setinggi 1 m Tenaga 0.050 OH Pekerja 0.005 OH Mandor 1
m3 Urugan Kembali Tenaga 0.192 OH Pekerja 0.019 OH Mandor 1
m3 Pemadatan tanah Tenaga 0.500 OH Pekerja 0.050 OH Mandor 1 1.200
6.11.2
Tenaga Tukang kayu pekerja Kepala Tukang Mandor
1 m3 Bon Bongkara aran Din Dindin ding Tembok mbok Bat Bata Mera Merah h Tenaga 6.667 OH Pekerja 0.033 OH Mandor
03-2835-1992 6,1 6.1.2
7,000.00 5,000.00
20,575.50 8,250.00 7,000.00 1,250.00
1
6.11.2
6,13 6.13.2
25,000.00 35,000.00
4,250.00 4,250.00 2,500.00 1,750.00
m3 Urugan Pasir Bahan m3 Pasir urug
Tenaga 0.300 OH Pekerja 0.010 OH Mandor
6,8 6.8.2
6,11 6.11.1
1
m2 Membersihkan Lapangan dan Perataan Tenaga 0.10 OH Pekerja 0.05 OH Mandor m2 Pe P embuatan Steger dari Bambu Uk. 40 x 50 x 20 cm Bahan 1.00 btg Bambu Diameter 6 - 8 / 600 cm 0.25 kg Tali ijuk
0.17 OH 0.25 OH 0.002 OH 0.0013 OH 1 6.667 0.333 6,14 6.14.2
2
6,4 6.4.2
6,5 6.5.2
6,6 6.6.2
6,7 6.7.2
6,9 6.9.2
6,10 6.10.2
6,11 6.11.1
35,000.00 25,000.00 40,000.00 35,000.00
12,325.50 5,950.00 6,250.00 80.00 45.50
m3 Bongkaran Beton Bertulang Tenaga OH Pekerja OH Mandor
25,000.00 35,000.00 35
178,330.00 178,330.00 166,675.00 11,655.00
25,000.00 35,000.00 35
167, 67,830.0 0.00 167,830.00 166,675.00 1,155.00
25,000.00 35,000.00 35
11,400.00 11,400.00 10,000.00 1,400.00
25,000.00 35,000.00 35
17,795.00 17,795.00 15,625.00 2,170.00
25,000.00 35,000.00 35
35,625.00 35,625.00 31,250.00 4,375.00
25,000.00 35,000.00 35
23,480.00 23,480.00 20,575.00 2,905.00
25,000.00 35,000.00
1,425.00 1,425.00 1,250.00 175.00
25,000.00 35,000.00
5,465.00 5,465.00 4,800.00 665.00
25,000.00 35,000.00 35
14,250.00 14,250.00 12,500.00 1,750.00
60,000.00
79,850.00 72,000.00 72,000.00
25,000.00 35,000.00
7,850.00 7,500.00 350.00
PEKERJAAN TANAH 1
m3 Galian Tanah Biasa Sedalam 1m Tenaga 0.400 OH Pekerja 0.040 OH Mandor 1
m3 Galian Tanah Keras Sedalam 1m Tenaga 0.625 OH Pekerja 0.062 OH Mandor 1
m3 Galian Tanah cadas Sedalam 1m Tenaga 1.250 OH Pekerja 0.125 OH Mandor 1
m3 Galian Tanah lumpur Sedalam 1m Tenaga 0.823 OH Pekerja 0.083 OH Mandor 1
m2 Pekerjaan Striping setinggi 1 m Tenaga 0.050 OH Pekerja 0.005 OH Mandor 1
m3 Urugan Kembali Tenaga 0.192 OH Pekerja 0.019 OH Mandor 1
m3 Pemadatan tanah Tenaga 0.500 OH Pekerja 0.050 OH Mandor 1 1.200
6.11.2
Tenaga Tukang kayu pekerja Kepala Tukang Mandor
1 m3 Bon Bongkara aran Din Dindin ding Tembok mbok Bat Bata Mera Merah h Tenaga 6.667 OH Pekerja 0.033 OH Mandor
03-2835-1992 6,1 6.1.2
7,000.00 5,000.00
20,575.50 8,250.00 7,000.00 1,250.00
1
6.11.2
6,13 6.13.2
25,000.00 35,000.00
4,250.00 4,250.00 2,500.00 1,750.00
m3 Urugan Pasir Bahan m3 Pasir urug
Tenaga 0.300 OH Pekerja 0.010 OH Mandor
6,12 6.12.1
1
m3 Lapisan Pudel cmp 1kp : 3ps : 7TL Bahan 0.33 m3 Pasir urug 0.109 m3 Kapur padam 0.763 m3 Tanah liat
6.12.2 0.833 0.416 0.04 0.083 6,14 6.14.1
6.14.2
6,15 6.15.1
6.15.2
3
OH OH OH OH
m3 Pemasangan Lapisan Ijuk Bahan 1.200 m3 Ijuk Tenaga 0.15 OH Pekerja 0.015 OH Mandor m3 Urugan Sirtu Bahan 1.2 m3 Sirtu Tenaga 0.25 OH Pekerja 0.025 OH Mandor
1 m3 Pa P asang Pondasi Batu kali 1Pc : 3Ps Bahan 1.1 m3 Ba Batu belah 15/20 202 kg Portland cement 0.485 m3 Pasir
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m3 Pasang Pondasi Batu Kali 1Pc : 5Ps Bahan 1.1 m3 Ba Batu belah 15/20 136 kg Portland cement 0.544 m3 Pasir
6.6.2 1.5 0.6 0.06 0.075
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m3 Pasang Pondasi Kali 1Pc : 3 Kp : 10 Ps Bahan 1.1 m3 Ba Batu belah 15/20 61 kg Portland cement 0.147 m3 Kapur pasang 0.492 m3 Pasir
6.12.2 1.5 0.6 0.06 0.075 6,14 6.14.1
125,000.00
154,275.00 150,000.00 150,000.00
25,000.00 35,000.00
4,275.00 3,750.00 525.00
80,000.00
103,125.00 96,000.00 96,000.00
25,000.00 35,000.00
7,125.00 6,250.00 875.00
115,000.00 675.00 90,000.00
370,025.00 306,500.00 126,500.00 136,350.00 43,650.00
25 2 5,000.00 35,000.00 40,000.00 35,000.00 35
63,525.00 37,500.00 21,000.00 2,400.00 2,625.00
115,000.00 675.00 90,000.00
330,785.00 267,260.00 126,500.00 91,800.00 48,960.00
25 2 5,000.00 35,000.00 40,000.00 35,000.00 35
63,525.00 37,500.00 21,000.00 2,400.00 2,625.00
115,000.00 675.00 115,000.00 90,000.00
292,385.00 228,860.00 126,500.00 41,175.00 16,905.00 44,280.00
25 2 5,000.00 35,000.00 40,000.00 35,000.00 35
63,525.00 37,500.00 21,000.00 2,400.00 2,625.00
115,000.00 60,000.00
192,075.00 156,000.00 138,000.00 18,000.00
25,000.00 35,000.00 40,000.00 35,000.00 35
36,075.00 19,500.00 13,650.00 1,560.00 1,365.00
PEKERJAAN PONDASI
1.5 0.6 0.06 0.075
6,12 6.12.1
39,890.00 20,825.00 14,560.00 1,600.00 2,905.00
1
6.4.2
6,6 6.6.1
25 2 5,000.00 35,000.00 40,000.00 35,000.00 35
1
03-2836-2002 6,4 6.4.1
Tenaga Pekerja Tukang batu Kepala tukang Mandor
60,000.00 115,000.00 40,000.00
102,745.00 62,855.00 19,800.00 12,535.00 30,520.00
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m3 Pasang Pondasi Batu Kosong Bahan 1.2 m3 Ba Batu belah 15/20 0.3 m3 Pasir urug
6.14.2 0.78 0.39 0.039 0.039
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6,15 6.15.1
1 m3 Pasang Pondasi Siklop 40% batu kali Bahan 75 kg Besi beton 202 kg Portland sement 0.32 m3 Pasir beton 0.49 m3 Koral beton 0.8 kg Kawat Beton
6.15.2 3 0.85 0.085 0.15 6,16 ,16 6.16.1
OH OH OH OH
1 m3 Pasang Pon Pondasi Sumu Sumura ran n diamete meterr 100 cm Bahan 0.45 m3 Batu belah 15/20 cm 280 kg Portland cement 0.45 m3 Pasir beton 0.67 m3 Koral beton
6.16.2 2.38 0.3 0.03 0.08 6,17 6,17 6.17.1
OH OH OH OH
1 m' 0.019 0.094 0.15 60.5 45 0.9 0.032 0.12 0.09 0.24
m3 m3 m3 kg kg kg m3 kg kg ltr kg
6.17.2 1 0.67 0.067 0.05 4
OH OH OH OH
03-2837-2002 6,9 6.9.1
Pemb Pembua uata tan n Tian Tiang g Panc Pancan ang g (40x (40x40 40)) cm, cm, beto beton n bert bertul ulan ang g Bahan Pasir urug darat Pasir beton koral beton Portland cement besi beton kawat beton Kayu kaso 5/7 Paku minyak bekesting Plamur Tembok Tenaga Pekerja Tukang batu Kepala Tukang Mandor
113,400.00 75,000.00 29,750.00 3,400.00 5,250.00
115,000.00 675.00 120,000.00 120,000.00
449,15 ,150.00 .00 375,150.00 51,750.00 189,000.00 54,000.00 80,400.00
25,000.00 35,000.00 40,000.00 35,000.00
74,000.00 59,500.00 10,500.00 1,200.00 2,800.00
60,000.00 120,000.00 120,000.00 675.00 6,000.00 7,500.00 24,500.00 7,500.00 18,000.00 8,500.00
406, 406,23 231. 1.50 50 353,351.50 1,140.00 11,280.00 18,000.00 40,837.50 270,000.00 6,750.00 784.00 900.00 1,620.00 2,040.00
25,000.00 35,000.00 40,000.00 35,000.00
52,880.00 25,000.00 23,450.00 2,680.00 1,750.00
200.00 675.00 90,000.00
42,636.25 30,211.25 14,000.00 12,791.25 3,420.00
25,000.00 35,000.00 40,000.00 35,000.00
12,425.00 8,000.00 3,500.00 400.00 525.00
200.00 675.00 90,000.00
39,724.75 27,299.75 14,000.00 9,699.75 3,600.00
25,000.00 35,000.00 40,000.00 35,000.00
12,425.00 8,000.00 3,500.00 400.00 525.00
200.00 675.00 90,000.00 115,000.00
35,687.50 23,262.50 14,000.00 3,037.50 4,500.00 1,725.00
1 m2
Pasang Batu Merah Tebal 1/2 bt, 1 Pc : 2Ps Bahan 70 bh Ba B ata Merah 5 x 11 x 22 18.95 kg Portland cement 0.038 m3 Pasir pasang
0.32 0.1 0.01 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m2 m2
Pasang Batu Merah tebal 1/2 bt, 1Pc : 3Ps Bahan 70 bh Ba B ata Merah 5 x 11 x 22 14.37 kg Portland cement 0.04 m3 Pasir pasang
6.10.2 0.32 0.1 0.01 0.015 6,15 6.15.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
PEKERJAAN DINDING
6.9.2
6,10 6.10.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6,000.00 675.00 120,000.00 120,000.00 7,500.00
802,950.00 689,550.00 450,000.00 136,350.00 38,400.00 58,800.00 6,000.00
OH OH OH OH
1 m2 m2 70 4.5 0.05 0.015
bh kg m3 m3
Tenaga Pekerja Tukang batu Kepala Tukang Mandor Pasang Batu Merah tebal 1/2 bt, 1Pc : 3Kp : 10Ps Bahan Ba B ata Merah 5 x 11 x 22 Portland cement Pasir pasang Kapur padam
6.15.2
25,000.00 35,000.00 40,000.00 35,000.00
12,425.00 8,000.00 3,500.00 400.00 525.00
6.48 kg 0.019 m3
Plesteran 1Pc : 3Ps Tebal 15 mm Bahan Portland cement Pasir pasang
675.00 90,000.00
17,284.00 6,084.00 4,374.00 1,710.00
0.2 0.15 0.015 0.01
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
11,200.00 5,000.00 5,250.00 600.00 350.00
675.00 115,000.00 90,000.00
14,392.00 3,192.00 1,242.00 690.00 1,260.00
25,000.00 35,000.00
11,200.00 5,000.00 5,250.00
40,000.00 35,000.00
600.00 350.00
675.00 90,000.00
24,117.50 9,630.00 7,290.00 2,340.00
25,000.00 35,000.00 40,000.00 35,000.00
14,487.50 6,250.00 7,000.00 800.00 437.50
675.00 90,000.00
12,657.25 5,897.25 3,827.25 2,070.00
25,000.00 35,000.00 40,000.00 35,000.00
6,760.00 3,750.00 2,450.00 280.00 280.00
675.00 90,000.00
22,652.50 7,897.50 6,277.50 1,620.00
25,000.00 35,000.00 40,000.00 35,000.00
14,755.00 6,500.00 7,000.00 800.00 455.00
675.00 90,000.00
4,862.50 517.50 337.50 180.00
25,000.00 35,000.00 40,000.00 35,000.00
4,345.00 1,425.00 1,330.00 1,520.00 70.00
0.32 0.1 0.01 0.015 5
OH OH OH OH
03-2837-2002 6,3 6.3.1 0.162 6.17284
PEKERJAAN PLESTERAN 1 m2
6.3.2
6,9 6.9.1
OH OH OH OH
1 m2 1.84 kg 0.006 m3 0.014 m3
6.9.2
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
Plesteran 1Pc : 3Kp : 10Ps Tebal 15 mm Bahan Portland cement Kapur padam Pasir pasang
Tenaga 0.2 OH Pekerja 0.15 OH Tukang batu
0.015 OH Kepala Tukang 0.01 OH Mandor 6,14 6.14.1
6.14.2
6,28 6.28.1
1 m2 Plesteran 1Pc : 3Ps tebal 20 mm Bahan 10.8 kg Portland cement 0.026 m3 Pasir pasang Tenaga 0.25 OH Pekerja 0.2 OH Tukang batu 0.02 OH Kepala Tukang 0.0125 OH Mandor 1 m2 Berapen 1Pc : 5Ps tebal 15 mm Bahan 5.67 kg Portland cement 0.023 m3 Pasir pasang
6.28.2 0.15 0.07 0.007 0.008 6,29 6.29.1
OH OH OH OH
1 m2 Plesteran Beton 1Pc : 2Ps tebal 15 mm Bahan 9.3 kg Portland cement 0.018 m3 Pasir pasang
6.29.2 0.26 0.2 0.02 0.013 6,31 6.31.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m2 Plesteran Skoneng 1Pc : 2Ps Bahan 0.5 kg Portland cement 0.002 m3 Pasir pasang
6.31.2 0.057 0.038 0.038 0.002
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6,34 6.34.1
1 m2 Plesteran Ciprat 1Pc : 2Ps Bahan 9 kg Portland cement 0.016 m3 Pasir pasang
675.00 90,000.00
18,190.00 7,515.00 6,075.00 1,440.00
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
10,675.00 6,250.00 3,500.00 400.00 525.00
675.00 90,000.00
11,170.00 4,410.00 3,645.00 765.00
25,000.00 35,000.00 40,000.00 35,000.00
6,760.00 3,750.00 2,450.00 280.00 280.00
9,500,000.00
12,340,500.00 11,400,000.00 11,400,000.00
25,000.00 35,000.00 40,000.00 35,000.00
940,500.00 150,000.00 700,000.00 80,000.00 10,500.00
4,750,000.00 7,500.00
221,705.00 171,375.00 171,000.00 375.00
25,000.00 35,000.00 40,000.00 35,000.00
50,330.00 8,750.00 36,750.00 4,200.00 630.00
4,750,000.00
314,250.00 190,000.00 190,000.00
25,000.00 35,000.00 40,000.00 35,000.00
124,250.00 25,000.00 87,500.00 10,000.00 1,750.00
4,750,000.00
265,650.00 166,250.00 166,250.00
25,000.00 35,000.00 40,000.00 35,000.00
99,400.00 20,000.00 70,000.00 8,000.00 1,400.00
12,000,000.00
920,500.00 768,000.00 768,000.00
25,000.00 35,000.00 40,000.00 35,000.00
152,500.00 25,000.00 105,000.00 12,000.00 10,500.00
6.34.2 0.25 0.1 0.01 0.015 6,35 6.35.1
OH OH OH OH
1 m2 Plesteran Siar Adukan 1Pc : 2Ps Bahan 5.4 kg Portland cement 0.0085 m3 Pasir pasang
6.35.2 0.15 0.07 0.007 0.008 6
OH OH OH OH
03-3434-2002 6.1 6.1.1
PEKERJAAN KAYU 1 m3 1.200 m 3
6.1.2 6.000 OH 20.000 OH 2.000 OH 0.300 OH 6.5 6.5.1
1 m2
0.350 1.050 0.105 0.018
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
OH OH OH OH
1 m2 0.040 m3
Pasang Pintu Panel Kayu Kamfer Bahan Kayu Kamper, papan
1.000 2.500 0.250 0.050
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
OH OH OH OH
1 m2 0.035 m3
Pasang Pintu & Jendela Kaca Kayu Kamfer Bahan Kayu Kamper, papan
0.800 2.000 0.200 0.040
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
6.10.2
6.12 6.12.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
0.036 m3 0.050 kg
6.8.2
6.10 6.10.1
Pasang Kosen Pintu & Jendela Kayu Jati Bahan K ayu jati, B alok
Pasang Pintu Klamp Kayu Kamfer Bahan Kayu Kamper papan Paku biasa 2" - 5"
6.5.2
6.8 6.8.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
OH OH OH OH
1 m2 0.064 m3
Pasang Pintu & Jendela Jalusi Kayu Jati Bahan Kayu jati, papan
1.000 3.000 0.300 0.300
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
6.12.2 OH OH OH OH
6.15 6.15.1
1 m2 0.020 0.030 0.300 1.000
m3 kg ltr lbr
6.15.2 0.600 2.000 0.200 0.030 6.16 6.16.1
OH OH OH OH
1 m2 0.060 m3 0.150 kg
0.500 2.000 0.200 0.025
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
OH OH OH OH
1 m2 0.060 m3 0.150 kg
Pasang Jalusi mati kosen kayu kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1"
0.500 2.000 0.200 0.025
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
6.17.2
6.19 6.19.1
OH OH OH OH
1 m2 0.020 0.030 0.300 1.000
m3 kg ltr lbr
6.19.2 0.600 2.000 0.200 0.030 6.20 6.20.1
OH OH OH OH
1 m2 0.020 0.030 0.300 1.000
m3 kg ltr lbr
6.20.2 0.600 2.000 0.200 0.030 6.22 6.22.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Jalusi mati kosen kayu jati Bahan Kayu jati, papan Paku biasa 1/2" - 1"
6.16.2
6.17 6.17.1
Pasang Pintu Plywood Rangkap Rangka Kayu Kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" Lem kayu Plywood 4" x 3" x 4mm
OH OH OH OH
1 m2 0.020 0.030 0.300 0.500 0.500
m3 kg ltr lbr lbr
6.22.2 0.800 2.500 0.250 0.040
OH OH OH OH
Pasang pintu Teakwood rangkap rangka kayu jati Bahan Kayu jati, papan Paku biasa 1/2" - 1" lem kayu teakwood 4" x 8 " x 4 mm Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang pintu Teakwood rangkap rangka kayu kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" lem kayu teakwood 4" x 8 " x 4 mm Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang pintu plywood & Formika rangka kayu Kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" lem kayu plywood 4" x 8 " x 4 mm Formika 4" x 3" (untuk pintu) Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,750,000.00 7,500.00 18,000.00 64,000.00
256,775.00 162,725.00 93,100.00 225.00 5,400.00 64,000.00
25,000.00 35,000.00 40,000.00 35,000.00
94,050.00 15,000.00 70,000.00 8,000.00 1,050.00
12,000,000.00 7,500.00
812,500.00 721,125.00 720,000.00 1,125.00
25,000.00 35,000.00 40,000.00 35,000.00
91,375.00 12,500.00 70,000.00 8,000.00 875.00
4,750,000.00 7,500.00
377,500.00 286,125.00 285,000.00 1,125.00
25,000.00 35,000.00 40,000.00 35,000.00
91,375.00 12,500.00 70,000.00 8,000.00 875.00
12,000,000.00 7,500.00 18,000.00 64,000.00
398,875.00 304,825.00 235,200.00 225.00 5,400.00 64,000.00
25,000.00 35,000.00 40,000.00 35,000.00
94,050.00 15,000.00 70,000.00 8,000.00 1,050.00
4,750,000.00 7,500.00 18,000.00 64,000.00
256,775.00 162,725.00 93,100.00 225.00 5,400.00 64,000.00
25,000.00 35,000.00 40,000.00 35,000.00
94,050.00 15,000.00 70,000.00 8,000.00 1,050.00
4,750,000.00 7,500.00 18,000.00 64,000.00 42,000.00
270,625.00 151,725.00 93,100.00 225.00 5,400.00 32,000.00 21,000.00
25,000.00 35,000.00 40,000.00 35,000.00
118,900.00 20,000.00 87,500.00 10,000.00 1,400.00
6.25 6.25.1
1 m2 0.020 0.030 1.200 1.000 1.000
m3 kg ltr lbr lbr
6.25.2 1.000 2.600 0.260 0.050 6.28 6.28.1
OH OH OH OH
1 m3 1.100 m3 15.00 kg 0.800 kg
6.28.2 4.000 OH 12.000 OH 1.200 OH 2.000 OH 6.31 6.31.1
0.1 0.1 0.01 0.005
OH OH OH OH
0.1 0.1 0.01 0.005
OH OH OH OH
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m2 Pasang Rangka langit-langit (1x1)m kayu kamfer Bahan 0.012 m3 Kayu kamfer balok 0.1 kg Paku biasa 2" - 5"
6.39.2 0.15 0.25 0.025 0.075 6.45 6.45.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m2 Pasang Kaso dan reng atap sirap Kayu kamfer Bahan 0.165 m3 Kayu kamfer balok 0.2 kg Paku biasa 2" - 5"
6.36.2
6.39 6.39.1
Pasang Konstruksi Kuda-Kuda kayu kamfer Bahan Kayu kamfer, balok Besi Strip Paku biasa 2" - 5"
1 m2 Pasang Kaso dan reng Genteng Monier Kayu Jati Bahan 0.014 m3 Kayu jati balok 0.15 kg Paku biasa 2" - 5"
6.33.2
6.36 6.36.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m2 Pasang Kaso dan Reng Genteng Kodok Kayu Kamfer Bahan 0.012 Kayu kamfer balok 0.15 Paku biasa 2" - 5"
6.31.2
6.33 6.33.1
Pasang pintu Formika double rangka kayu jati Bahan Kayu jati, papan Paku biasa 1/2" - 1" lem kayu plywood 4" x 8 " x 4 mm Formika 4" x 3" (untuk pintu)
OH OH OH OH
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m2 Pasang Rangka langit-langit (30x30)cm kayu kamfer Bahan 0.027 m3 Kayu kamfer balok 0.2 kg Paku biasa 2" - 5"
12,000,000.00 7,500.00 18,000.00 64,000.00 42,000.00
491,175.00 363,025.00 235,200.00 225.00 21,600.00 64,000.00 42,000.00
25,000.00 35,000.00 40,000.00 35,000.00
128,150.00 25,000.00 91,000.00 10,400.00 1,750.00
4,500,000.00 9,200.00 7,500.00
5,732,000.00 5,094,000.00 4,950,000.00 138,000.00 6,000.00
25,000.00 35,000.00 40,000.00 35,000.00
638,000.00 100,000.00 420,000.00 48,000.00 70,000.00
4,500,000.00 7,500.00
61,700.00 55,125.00 54,000.00 1,125.00
25,000.00 35,000.00 40,000.00 35,000.00
6,575.00 2,500.00 3,500.00 400.00 175.00
9,500,000.00 7,500.00
140,700.00 134,125.00 133,000.00 1,125.00
25,000.00 35,000.00 40,000.00 35,000.00
6,575.00 2,500.00 3,500.00 400.00 175.00
4,500,000.00 7,500.00
751,890.00 744,000.00 742,500.00 1,500.00
25,000.00 35,000.00 40,000.00 35,000.00
7,890.00 3,000.00 4,200.00 480.00 210.00
4,500,000.00 7,500.00
70,875.00 54,750.00 54,000.00 750.00
25,000.00 35,000.00 40,000.00 35,000.00
16,125.00 3,750.00 8,750.00 1,000.00 2,625.00
4,500,000.00 7,500.00
143,337.50 123,000.00 121,500.00 1,500.00
25,000.00 35,000.00 40,000.00 35,000.00
20,337.50 6,250.00 12,250.00 1,400.00 437.50
12,000,000.00 7,500.00
97,450.00 86,775.00 86,400.00 375.00
25,000.00 35,000.00 40,000.00 35,000.00
10,675.00 2,500.00 7,000.00 1,000.00 175.00
4,750,000.00 7,500.00
64,130.00 52,625.00 52,250.00 375.00
25,000.00 35,000.00 40,000.00 35,000.00
11,505.00 2,750.00 7,700.00 880.00 175.00
4,750,000.00 7,500.00
85,450.00 69,325.00 68,875.00 450.00
25,000.00 35,000.00 40,000.00 35,000.00
16,125.00 3,750.00 8,750.00 1,000.00 2,625.00
4,500,000.00 4,750,000.00 7,500.00
145,675.00 121,750.00 87,750.00 33,250.00 750.00
25,000.00 35,000.00 40,000.00 35,000.00
23,925.00 3,750.00 15,750.00 1,800.00 2,625.00
1 m2 Pasang dinding pemisah teakwood rangkap rangka kayu kamfer Bahan 0.020 m3 Kayu kamfer balok 4,500,000.00 0.007 m3 Kayu kamfer papan 4,750,000.00 0.100 kg Paku biasa 2" - 5" 7,500.00 1.000 lbr Teakwood 4" x 8" x 4 mm 64,000.00 0.560 ltr Lem 18,000.00
219,755.00 195,830.00 87,750.00 33,250.00 750.00 64,000.00 10,080.00
6.45.2 0.25 0.35 0.035 0.013 6.47 6.47.1
OH OH OH OH
1 m' Pasang lisplank uk.(3x20) cm kayu jati Bahan 0.007 m3 Kayu jati papan 0.05 kg Paku biasa 2" - 5"
6.47.2 0.1 0.2 0.025 0.005 6.50 6.50.1
OH OH OH OH
0.11 0.22 0.022 0.005
OH OH OH OH
0.15 0.25 0.025 0.075
OH OH OH OH
0.15 0.45 0.045 0.075
OH OH OH OH
6.56.2 0.15 0.45 0.045 0.075 6.58 6.58.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m2 Pasang Rangka Dinding Pemisah kayu kamfer Bahan 0.02 m3 Kayu kamfer balok 0.007 m3 Kayu kamfer papan 0.1 kg Paku biasa 2" - 5"
6.54.2
6.56 6.56.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m' Pasang lisplank uk.2x(3x20) cm kayu kamfer Bahan 0.015 m3 Kayu kamfer papan 0.06 kg Paku biasa 2" - 5"
6.51.2
6.54 6.54.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m' Pasang lisplank uk.(3x30) cm kayu kamfer Bahan 0.011 m3 Kayu kamfer papan 0.05 kg Paku biasa 2" - 5"
6.50.2
6.51 6.51.1
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
1 m2 Pasang dinding Lambriziring dari papan jati Bahan 0.007 m3 Kayu jati balok 0.100 kg Paku biasa 2" - 5" 0.150 kg Paku sekrup 3,5"
6.58.2 0.6 1.8 0.18 0.03
OH OH OH OH
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
23,925.00 3,750.00 15,750.00 1,800.00 2,625.00
9,500,000.00 7,500.00 14,000.00
155,600.00 69,350.00 66,500.00 750.00 2,100.00
25,000.00 35,000.00 40,000.00 35,000.00
86,250.00 15,000.00 63,000.00 7,200.00 1,050.00
6.59 6.59.1
6.59.2
7
1 m2 Pasang Plywood tebal 4mm untuk dinding Bahan 0.400 lbr plywood 4" x 8" x 4mm 0.500 kg Paku biasa 1/2" - 1"
64,000.00 7,500.00
32,945.50 29,350.00 25,600.00 3,750.00
25,000.00 35,000.00 40,000.00 35,000.00
3,595.50 625.00 2,625.00 300.00 45.50
675.00 120,000.00 120,000.00
367,750.00 313,950.00 147,150.00 62,400.00 104,400.00
25,000.00 35,000.00 40,000.00 35,000.00
53,800.00 41,250.00 8,750.00 1,000.00 2,800.00
1 m2 Membuat lantai kerja beton tumbuk 1Pc : 3Psr : 5kr tebal 5 cm Bahan 10.0 kg Portland cement 675.00 0.026 m3 Pasir beton 120,000.00 0.044 m3 Koral beton 120,000.00
44,890.00 15,150.00 6,750.00 3,120.00 5,280.00
Tenaga 0.025 OH Pekerja 0.075 OH Tukang kayu 0.0075 OH Kepala Tukang 0.0013 OH Mandor
03-3434-2002 6.1 6.1.1
PEKERJAAN BETON 1 m3 Membuat beton tumbuk 1Pc : 3Psr : 5kr Bahan 218.0 kg Portland cement 0.520 m3 Pasir beton 0.87 m3 Koral beton
6.1.2 1.65 0.25 0.025 0.08 6.4 6.4.1
OH OH OH OH
6.4.2 1.15 0.02 0.002 0.006 6.5 6.5.1
OH OH OH OH
1.65 0.25 0.025 0.08
6.25.2
6.26 6.26.1
6.26.2
6.27 6.27.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m3 Membuat beton 1Pc : 2Psr : 3kr Bahan 232.0 kg Portland cement 0.520 m3 Pasir beton 0.78 m3 Koral beton
6.5.2
6.25 6.25.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 kg pembesian dengan besi polos atau besi ulir Bahan 1.05 kg Besi beton 0.015 kg Kawat beton Tenaga 0.007 OH Pekerja 0.007 OH Tukang batu 0.0007 OH Kepala Tukang 0.0003 OH Mandor 1 kg Kabel presstresed polos/strand Bahan 1.05 kg Besi presstred polos 0.015 kg Kawat beton Tenaga 0.007 OH Pekerja 0.007 OH Tukang batu 0.0007 OH Kepala Tukang 0.0003 OH Mandor 1 kg Jaring kawat baja Bahan 1.02 kg besi jaring kawat baja 0.805 kg Kawat beton
25,000.00 35,000.00 40,000.00 35,000.00
29,740.00 28,750.00 700.00 80.00 210.00
675.00 120,000.00 120,000.00
366,400.00 312,600.00 156,600.00 62,400.00 93,600.00
25,000.00 35,000.00 40,000.00 35,000.00
53,800.00 41,250.00 8,750.00 1,000.00 2,800.00
6,000.00 7,500.00
6,871.00 6,412.50 6,300.00 112.50
25,000.00 35,000.00 40,000.00 35,000.00
458.50 175.00 245.00 28.00 10.50
14,000.00 7,500.00
15,271.00 14,812.50 14,700.00 112.50
25,000.00 35,000.00 40,000.00 35,000.00
458.50 175.00 245.00 28.00 10.50
13,000.00 7,500.00
20,950.00 19,297.50 13,260.00 6,037.50
6.27.2
6.28 6.28.1
Tenaga 0.025 OH Pekerja 0.025 OH Tukang batu 0.0025 OH Kepala Tukang 0.0015 OH Mandor 1 m2 Pasang bekesting untuk pondasi Bahan 0.04 m3 kayu terentang 0.300 kg paku biasa 2" - 5" 0.100 ltr Minyak bekesting
6.28.2 0.3 0.26 0.026 0.005 6.29 6.29.1
OH OH OH OH
1 m2 Pasang bekesting untuk sloof Bahan 0.045 m3 kayu terentang 0.300 kg paku biasa 2" - 5" 0.100 ltr Minyak bekesting
6.29.2 0.3 0.26 0.026 0.005 6.30 6.30.1
OH OH OH OH
0.3 0.33 0.033 0.006
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m2 Pasang bekesting untuk balok Bahan 0.04 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.015 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 2.000 btg Dolken kayu Galam D 8-10 cm / 4 m
6.31.2 0.3 0.33 0.033 0.006 6.32 6.32.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m2 Pasang bekesting untuk kolom Bahan 0.04 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.015 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 2.000 btg Dolken kayu Galam D 8-10 cm / 4 m
6.30.2
6.31 6.31.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m2 Pasang bekesting untuk lantai Bahan 0.04 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.015 m3 Balok kayu borneo 0.350 lbr Plywood tebal 9 mm 6.000 btg Dolken kayu Galam D 8-10 cm / 4 m
6.32.2 0.3 0.33 0.033 0.006
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
1,652.50 625.00 875.00 100.00 52.50
500,000.00 7,500.00 18,000.00
41,865.00 24,050.00 20,000.00 2,250.00 1,800.00
25,000.00 35,000.00 40,000.00 35,000.00
17,815.00 7,500.00 9,100.00 1,040.00 175.00
500,000.00 7,500.00 18,000.00
44,365.00 26,550.00 22,500.00 2,250.00 1,800.00
25,000.00 35,000.00 40,000.00 35,000.00
17,815.00 7,500.00 9,100.00 1,040.00 175.00
500,000.00 7,500.00 18,000.00 4,200,000.00 136,000.00 12,000.00
181,780.00 161,200.00 20,000.00 3,000.00 3,600.00 63,000.00 47,600.00 24,000.00
25,000.00 35,000.00 40,000.00 35,000.00
20,580.00 7,500.00 11,550.00 1,320.00 210.00
500,000.00 7,500.00 18,000.00 4,200,000.00 136,000.00 12,000.00
181,780.00 161,200.00 20,000.00 3,000.00 3,600.00 63,000.00 47,600.00 24,000.00
25,000.00 35,000.00 40,000.00 35,000.00
20,580.00 7,500.00 11,550.00 1,320.00 210.00
500,000.00 7,500.00 18,000.00 750,000.00 136,000.00 12,000.00
178,030.00 157,450.00 20,000.00 3,000.00 3,600.00 11,250.00 47,600.00 72,000.00
25,000.00 35,000.00 40,000.00 35,000.00
20,580.00 7,500.00 11,550.00 1,320.00 210.00
6.33 6.33.1
1 m2 Pasang bekesting untuk dinding Bahan 0.03 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.020 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 3.000 btg Dolken kayu Galam D 8-10 cm / 4 m 4.000 bh Formite/penjaga jarak/spacer (alat bantu)
500,000.00 7,500.00 18,000.00 750,000.00 136,000.00 12,000.00 5,000.00
160,780.00 140,200.00 15,000.00 3,000.00 3,600.00 15,000.00 47,600.00 36,000.00 20,000.00
25,000.00 35,000.00 40,000.00 35,000.00
20,580.00 7,500.00 11,550.00 1,320.00 210.00
500,000.00 7,500.00 18,000.00 750,000.00 136,000.00 12,000.00
136,630.00 115,550.00 15,000.00 3,000.00 2,700.00 11,250.00 47,600.00 36,000.00
25,000.00 35,000.00 40,000.00 35,000.00
21,080.00 8,000.00 11,550.00 1,320.00 210.00
675.00 120,000.00 120,000.00
617,400.00 417,900.00 261,900.00 78,000.00 78,000.00
25,000.00 35,000.00 40,000.00 35,000.00
199,500.00 150,000.00 35,000.00 4,000.00 10,500.00
675.00 120,000.00 120,000.00
615,900.00 416,400.00 270,000.00 48,000.00 98,400.00
25,000.00 35,000.00 40,000.00 35,000.00
199,500.00 150,000.00 35,000.00 4,000.00 10,500.00
500,000.00 7,500.00 12,000.00
29,645.00 23,700.00 13,200.00 4,500.00 6,000.00
25,000.00 35,000.00 40,000.00 35,000.00
5,945.00 3,750.00 1,750.00 200.00 245.00
1 m3 Membuat Pondasi Beton Bertulang (150kg besi + bekesting) Bahan 0.20 m3 kayu terentang 500,000.00 1.500 kg paku biasa 2" - 5" 7,500.00 0.400 ltr Minyak bekesting 18,000.00 150.000 kg besi beton polos 6,000.00 2.250 kg kawat beton 7,500.00 323.000 btg Portland Cement 675.00 0.520 m3 Pasir beton 120,000.00 0.780 m3 Koral beton 120,000.00
1,607,825.00 1,409,350.00 100,000.00 11,250.00 7,200.00 900,000.00 16,875.00 218,025.00 62,400.00 93,600.00
6.33.2 0.3 0.33 0.033 0.006 6.34 6.34.1
OH OH OH OH
1 m2 Pasang bekesting untuk tangga Bahan 0.03 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.150 ltr Minyak bekesting 0.015 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 3.000 btg Dolken kayu Galam D 8-10 cm / 4 m
6.34.2 0.32 0.33 0.033 0.006 6.35 6.35.1
OH OH OH OH
6.000 1.000 0.100 0.300
OH OH OH OH
6.000 1.000 0.100 0.300
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m2 Pasang Jembatan Cor Bahan 0.026 m3 kayu terentang 0.600 kg paku biasa 2" - 5" 0.500 m3 Dolken Kayu Galam D 8 - 10 / 4 m
6.37.2 0.150 0.050 0.005 0.007 6.38 6.38.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m3 Membuat beton dengan mutu K-275 Bahan 400.000 kg Portland cement 0.400 m3 Pasir beton 0.820 m3 Koral beton
6.36.2
6.37 6.37.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1 m3 Membuat beton dengan mutu K-225 Bahan 388.000 kg Portland cement 0.650 m3 Pasir beton 0.650 m3 Koral beton
6.35.2
6.36 6.36.1
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
6.38.2 3.900 0.350 1.040 1.050 0.245 0.165 6.39 6.39.1
OH OH OH OH OH OH
1 m3 Membuat Sloof Beton Bertulang (200kg besi + bekesting) Bahan 0.27 m3 kayu terentang 2.000 kg paku biasa 2" - 5" 0.600 ltr Minyak bekesting 200.000 kg besi beton polos 3.000 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton
6.39.2 4.850 0.350 1.560 1.400 0.331 0.170 6.40 6.40.1
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
1 m3 Membuat Kolom Beton Bertulang (300kg besi + bekesting) Bahan 0.40 m3 kayu terentang 4.000 kg paku biasa 2" - 5" 2.000 ltr Minyak bekesting 300.000 kg besi beton polos 4.500 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.150 m3 kayu balok 3.500 lbr plywood 9 mm 20.000 btg dolken diameter 8 / 4 m
6.40.2 7.300 0.350 3.300 2.100 0.570 0.250 6.41 6.41.1
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
1 m3 Membuat balok Beton Bertulang (200kg besi + bekesting) Bahan 0.32 m3 kayu terentang 3.200 kg paku biasa 2" - 5" 1.600 ltr Minyak bekesting 200.000 kg besi beton polos 3.000 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.140 m3 kayu balok 2.800 lbr plywood 9 mm 16.000 btg dolken diameter 8 / 4 m
6.41.2 5.960 0.350 2.800 1.400 0.455 0.208
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
198,475.00 97,500.00 12,250.00 36,400.00 36,750.00 9,800.00 5,775.00
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00
2,013,615.00 1,757,325.00 135,000.00 15,000.00 10,800.00 1,200,000.00 22,500.00 218,025.00 62,400.00 93,600.00
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
256,290.00 121,250.00 12,250.00 54,600.00 49,000.00 13,240.00 5,950.00
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
3,717,575.00 3,302,275.00 200,000.00 30,000.00 36,000.00 1,800,000.00 33,750.00 218,025.00 62,400.00 93,600.00 112,500.00 476,000.00 240,000.00
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
415,300.00 182,500.00 12,250.00 115,500.00 73,500.00 22,800.00 8,750.00
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
2,820,855.00 2,487,125.00 160,000.00 24,000.00 28,800.00 1,200,000.00 22,500.00 218,025.00 62,400.00 93,600.00 105,000.00 380,800.00 192,000.00
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
333,730.00 149,000.00 12,250.00 98,000.00 49,000.00 18,200.00 7,280.00
6.42 6.42.1
1 m3 Membuat balok Beton Bertulang (150kg besi + bekesting) Bahan 0.32 m3 kayu terentang 3.200 kg paku biasa 2" - 5" 1.600 ltr Minyak bekesting 150.000 kg besi beton polos 2.250 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.120 m3 kayu balok 2.800 lbr plywood 9 mm 32.000 btg dolken diameter 8 / 4 m
6.42.2 5.800 0.350 2.800 1.050 0.042 0.019 6.43 6.43.1
OH OH OH OH OH OH
1 m3 Membuat dinding Beton Bertulang (150kg besi + bekesting) Bahan 0.24 m3 kayu terentang 3.200 kg paku biasa 2" - 5" 1.600 ltr Minyak bekesting 150.000 kg besi beton polos 2.250 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.160 m3 kayu balok 2.800 lbr plywood 9 mm 24.000 btg dolken diameter 8 / 4 m
6.43.2 5.600 0.350 2.640 1.050 0.400 0.193 6.44 6.44.1
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
1 m3 Membuat tangga Beton Bertulang (200kg besi + bekesting) Bahan 0.25 m3 kayu terentang 3.000 kg paku biasa 2" - 5" 1.200 ltr Minyak bekesting 200.000 kg besi beton polos 3.000 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.105 m3 kayu balok 2.500 lbr plywood 9 mm 14.000 btg dolken diameter 8 / 4 m
6.44.2 5.600 0.350 2.300 1.400 0.405 0.202 6.45 6.45.1
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
1 m' Membuat Kolom Penguat Beton Bertulang (11 x 11) cm Bahan 0.002 m3 kayu terentang 0.010 kg paku biasa 2" - 5" 3.000 kg besi beton polos 0.450 kg kawat beton 4.000 kg Portland Cement 0.006 m3 Pasir beton 0.009 m3 Koral beton
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
2,652,827.50 2,358,500.00 160,000.00 24,000.00 28,800.00 900,000.00 16,875.00 218,025.00 62,400.00 93,600.00 90,000.00 380,800.00 384,000.00
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
294,327.50 145,000.00 12,250.00 98,000.00 36,750.00 1,680.00 647.50
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
2,556,655.00 2,252,500.00 120,000.00 24,000.00 28,800.00 900,000.00 16,875.00 218,025.00 62,400.00 93,600.00 120,000.00 380,800.00 288,000.00
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
304,155.00 140,000.00 12,250.00 92,400.00 36,750.00 16,000.00 6,755.00
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
2,657,395.00 2,352,375.00 125,000.00 22,500.00 21,600.00 1,200,000.00 22,500.00 218,025.00 62,400.00 93,600.00 78,750.00 340,000.00 168,000.00
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
305,020.00 140,000.00 12,250.00 80,500.00 49,000.00 16,200.00 7,070.00
500,000.00 7,500.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00
30,265.00 26,950.00 1,000.00 75.00 18,000.00 3,375.00 2,700.00 720.00 1,080.00
6.45.2 0.060 0.020 0.020 0.002 0.006 0.003 6.46 6.46.1
OH OH OH OH OH OH
1 m' Membuat Ring balk Beton Bertulang (10 x 15) cm Bahan 0.003 m3 kayu albasia 0.020 kg paku biasa 2" - 5" 3.600 kg besi beton polos 0.050 kg kawat beton 5.500 kg Portland Cement 0.009 m3 Pasir beton 0.015 m3 Koral beton
6.46.2 0.100 0.033 0.033 0.033 0.010 0.005 7
OH OH OH OH OH OH
03-3436-2002 6.1 6.1.1
Pasang Atap Genteng Plentong Kecil Bahan 25.000 bh Genteng Plentong
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Pasang Atap Genteng Kodok / Glasur Bahan 25.000 bh Genteng kodok / glasur
0.150 0.075 0.008 0.008
OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
6,540.00 2,500.00 1,155.00 1,155.00 1,155.00 400.00 175.00
800.00
26,975.00 20,000.00 20,000.00
25,000.00 35,000.00 40,000.00 35,000.00
6,975.00 3,750.00 2,625.00 320.00 280.00
1,800.00
51,975.00 45,000.00 45,000.00
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
6,975.00 3,750.00 2,625.00 320.00 280.00
2,600.00
37,570.00 31,200.00 31,200.00
25,000.00 35,000.00 40,000.00 35,000.00
6,370.00 3,750.00 2,100.00 240.00 280.00
1,550.00 675.00 90,000.00
33,900.00 16,030.00 7,750.00 5,400.00 2,880.00
25,000.00 35,000.00 40,000.00 35,000.00
17,870.00 10,000.00 7,000.00 800.00 70.00
2,500.00 675.00 90,000.00
38,650.00 20,780.00 12,500.00 5,400.00 2,880.00
1 m2
Pasang Atap Genteng Plentong super / besar Bahan 12.000 bh Genteng plentong super / besar
6.3.2 0.150 0.060 0.006 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m'
Pasang Genteng bubung plentong Bahan 5.000 bh Genteng bubung plentong 8.000 kg Portland cement 0.032 m3 Pasir pasang
6.4.2 0.400 0.200 0.020 0.002 6.5 6.5.1
500,000.00 7,500.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00
36,757.50 30,217.50 1,500.00 150.00 21,600.00 375.00 3,712.50 1,080.00 1,800.00
1 m2
6.2.2
6.4 6.4.1
3,315.00 1,500.00 700.00 700.00 70.00 240.00 105.00
1 m2
0.150 0.075 0.008 0.008
6.3 6.3.1
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
PEKERJAAN PENUTUP ATAP
6.1.2
6.2 6.2.1
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m'
Pasang Genteng bubung Kodok / glasur Bahan 5.000 bh Genteng bubung kodok / glasur 8.000 kg Portland cement 0.032 m3 Pasir pasang
6.5.2 0.400 0.200 0.020 0.002 6.6 6.6.1
OH OH OH OH
Pasang Genteng bubung Plentong besar Bahan 4.000 bh Genteng bubung plentong besar 8.000 kg Portland cement 0.032 m3 Pasir pasang
0.400 0.200 0.020 0.002
OH OH OH OH
OH OH OH OH
OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
17,870.00 10,000.00 7,000.00 800.00 70.00
56,250.00 11,000.00
41,795.00 35,070.00 33,750.00 1,320.00
25,000.00 35,000.00 40,000.00 35,000.00
6,725.00 3,500.00 2,625.00 320.00 280.00
56,250.00 11,000.00
41,545.00 35,070.00 33,750.00 1,320.00
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
6,475.00 3,500.00 2,450.00 280.00 245.00
56,250.00 11,000.00
27,482.50 21,007.50 19,687.50 1,320.00
25,000.00 35,000.00 40,000.00 35,000.00
6,475.00 3,500.00 2,450.00 280.00 245.00
56,250.00 11,000.00
36,377.50 30,007.50 28,687.50 1,320.00
25,000.00 35,000.00 40,000.00 35,000.00
6,370.00 3,500.00 2,345.00 280.00 245.00
2,000.00 7,500.00
31,475.00 22,225.00 22,000.00 225.00
25,000.00 35,000.00 40,000.00 35,000.00
9,250.00 5,000.00 3,500.00 400.00 350.00
1,350.00 7,500.00
96,680.00 82,500.00 81,000.00 1,500.00
1 m2
Pasang Atap Asbes Gelombang (3.00 x 1.05)m x 4 mm Bahan 0.350 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230
6.12.2 0.140 0.070 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
Pasang Atap Asbes Gelombang (2.10 x 1.05)m x 4 mm Bahan 0.510 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230
6.15.2 0.140 0.067 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
Pasang Atap genteng beton Bahan 11.000 bh Genteng beton standard 0.030 kg Paku biasa 2" - 5"
6.30.2 0.200 0.100 0.010 0.010 6.33 6.33.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Pasang Atap Asbes Gelombang (2.00 x 0.92)m x 5 mm Bahan 0.600 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230
0.140 0.070 0.007 0.007
6.30 6.30.1
4,000.00 675.00 90,000.00
42,150.00 24,280.00 16,000.00 5,400.00 2,880.00
1 m2
6.10.2
6.15 6.15.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Pasang Atap Asbes Gelombang (2.25 x 0.92)m x 5 mm Bahan 0.600 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230
0.140 0.075 0.008 0.008
6.12 6.12.1
17,870.00 10,000.00 7,000.00 800.00 70.00
1 m2
6.9.2
6.10 6.10.1
25,000.00 35,000.00 40,000.00 35,000.00
1 m'
6.6.2
6.9 6.9.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
Pasang Atap Sirap Bahan 60.000 lbr Genteng sirap 0.200 kg Paku biasa 1/2" - 1"
25,000.00 35,000.00 40,000.00 35,000.00
14,180.00 4,150.00 8,750.00 1,000.00 280.00
Pasang Nok Genteng beton Bahan Nok Genteng beton Paku biasa 2" - 5" Portland cement Pasir pasang semen warna
2,500.00 7,500.00 675.00 90,000.00 3,500.00
41,295.00 22,795.00 8,750.00 375.00 7,290.00 2,880.00 3,500.00
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
18,500.00 10,000.00 7,000.00 800.00 700.00
14,000.00 7,500.00 7,500.00 114,000.00
23,341.00 10,256.00 5,600.00 450.00 3,750.00 456.00
25,000.00 35,000.00 40,000.00 35,000.00
13,085.00 3,125.00 8,750.00 1,000.00 210.00
39,000.00 7,500.00
34,350.00 28,800.00 27,300.00 1,500.00
25,000.00 35,000.00 40,000.00 35,000.00
5,550.00 3,000.00 2,100.00 240.00 210.00
Pasang atap Nok Seng Bahan 0.300 lbr Seng plat 3" x 6" BJLS 28 0.040 kg Paku biasa 1/2" - 1"
14,000.00 7,500.00
11,230.00 4,500.00 4,200.00 300.00
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
6,730.00 3,750.00 2,450.00 320.00 210.00
4,500.00 11,000.00
12,025.00 6,045.00 4,725.00 1,320.00
25,000.00 35,000.00 40,000.00 35,000.00
5,980.00 3,750.00 1,750.00 200.00 280.00
90,000.00 7,500.00
102,607.50 99,075.00 99,000.00 75.00
25,000.00 35,000.00 40,000.00
3,532.50 750.00 2,450.00 280.00
6.33.2 0.166 0.250 0.025 0.008 6.34 6.34.1
OH OH OH OH
1 m' 3.500 bh 0.050 kg 10.800 kg 0.032 m3 1.000 kg
6.34.2 0.400 0.200 0.020 0.020 6.37 6.37.1
OH OH OH OH
1 m' 0.400 lbr 0.060 kg 0.500 kg 0.004 m3
Pasang Nok sirap Bahan seng plat 3" x 6" BJLS 28 Paku biasa 1/2" - 1" Paku biasa 2" - 5" kayu kamfer papan tebal 6 cm
0.125 0.250 0.025 0.006
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
6.37.2
6.38 6.38.1
OH OH OH OH
1 m2
Pasang atap seng gelombang Bahan 0.700 lbr Seng gelombang 3" x 6" BJLS 28 0.200 kg Paku biasa 1/2" - 1"
6.38.2 0.120 0.060 0.006 0.006 6.39 6.39.1
OH OH OH OH
0.150 0.070 0.008 0.006
OH OH OH OH
1 m2
Pasang Allumunium Foil / Sisalation Bahan 1.050 m2 Allumunium foil / Sisalation 0.120 kg Paku pancing 60 x 230
6.42.2 0.150 0.050 0.005 0.008 8
OH OH OH OH
03-3436-2002 6.1 6.1.1
6.1.2
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m'
6.39.2
6.42 6.42.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor PEKERJAAN LANGIT-LANGIT
1 m2
Langit-langit asbes (1.00 x 1.00) cm, tebal 6 mm Bahan 1.1 Lbr Plat asbes tebal 6 mm 0.01 kg Paku Tenaga 0.030 OH Pekerja 0.070 OH Tukang Kayu 0.007 OH Kepala tukang
0.002 OH Mandor
6.5 6.5.1
Langit-langit akustik (30 x 30) cm Bahan 11.5 Lbr Akustik Uk. 30 x 30 cm 0.05 kg Paku
0.060 0.120 0.012 0.003
OH OH OH OH
OH OH OH OH
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Langit-langit Lat Kayu Jati Bahan 0.024 m3 kayu jati papan 0.01 kg Paku 0.05 kg Paku Sekrup
0.200 0.600 0.060 0.010
OH OH OH OH
64,000.00 7,500.00
29,037.50 23,265.00 23,040.00 225.00
25,000.00 35,000.00 40,000.00 35,000.00
5,772.50 1,750.00 3,500.00 400.00 122.50
64,000.00 7,500.00
29,997.50 24,225.00 24,000.00 225.00
25,000.00 35,000.00 40,000.00 35,000.00
5,772.50 1,750.00 3,500.00 400.00 122.50
12,000,000.00 7,500.00 14,000.00
317,525.00 288,775.00 288,000.00 75.00 700.00
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
28,750.00 5,000.00 21,000.00 2,400.00 350.00
90,000.00 7,500.00
50,730.00 31,725.00 31,500.00 225.00
25,000.00 35,000.00 40,000.00 35,000.00
19,005.00 15,000.00 3,500.00 400.00 105.00
3,700.00 7,500.00
7,450.00 4,145.00 4,070.00 75.00
25,000.00 35,000.00 40,000.00 35,000.00
3,305.00 1,250.00 1,750.00 200.00 105.00
4,750,000.00 7,500.00 10,000.00
85,745.00 68,450.00 57,000.00 450.00 11,000.00
25,000.00 35,000.00
17,295.00 4,500.00 11,200.00
1 m2
Langit-langit Lat Softboard Bahan 0.35 m3 Softboard 4" x 8" x 4 mm 0.03 kg Paku biasa
6.17.2 0.600 0.100 0.010 0.003
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
List langit-langit kayu profil Bahan 1.1 m' list kayu profil 0.01 kg Paku biasa
6.19.2 0.050 0.050 0.005 0.003
6.20.2
6,285.00 1,500.00 4,200.00 480.00 105.00
1 m2
6.14.2
6.20 6.20.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Langit-langit Playwood (60 x 120) cm tebal 6mm Bahan 0.375 Lbr Plywood 4" x 8" x 6 mm 0.03 kg Paku
0.070 0.100 0.010 0.004
6.19 6.19.1
25,000.00 35,000.00 40,000.00 35,000.00
1 m2
6.11.2
6.17 6.17.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
Langit-langit Playwood (30 x 60) cm tebal 4mm Bahan 0.36 Lbr Plywood 4" x 8" x 4 mm 0.03 kg Paku
0.070 0.100 0.010 0.004
6.14 6.14.1
3,000.00 7,500.00
41,160.00 34,875.00 34,500.00 375.00
1 m2
6.8.2
6.11 6.11.1
52.50
1 m2
6.5.2
6.8 6.8.1
35,000.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
Langit-langit Asbes (1 x 1)m tebal 3,2 mm rangka kamfer Bahan 0.012 m' kayu kamfer 0.06 kg Paku biasa 1.1 lbr Asbes 1 x 1 m Tenaga 0.180 OH Pekerja 0.320 OH Tukang Kayu
0.032 OH Kepala tukang 0.009 OH Mandor 6.21 6.21.1
40,000.00 35,000.00
1,280.00 315.00
4,750,000.00 7,500.00 64,000.00
157,482.50 134,660.00 109,250.00 450.00 24,960.00
25,000.00 35,000.00 40,000.00 35,000.00
22,822.50 6,750.00 14,000.00 1,600.00 472.50
0.364 lbr 0.11 kg
Langit-langit gypsumboard, tebal 9 mm Bahan gypsumboard paku sekrup
45,000.00 14,000.00
22,545.00 17,920.00 16,380.00 1,540.00
0.1 0.05 0.005 0.005
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
4,625.00 2,500.00 1,750.00 200.00 175.00
270,000.00 270,000.00
412,840.00 286,200.00 270,000.00 16,200.00
25,000.00 35,000.00 40,000.00 35,000.00
126,640.00 82,500.00 38,500.00 40.00 5,600.00
80,000.00 675.00 90,000.00
228,050.00 84,950.00 80,000.00 4,050.00 900.00
25,000.00 35,000.00 40,000.00 35,000.00
143,100.00 25,000.00 52,500.00 60,000.00 5,600.00
275,000.00 275,000.00 675.00 90,000.00
429,450.00 362,450.00 275,000.00 82,500.00 4,050.00 900.00
25,000.00 35,000.00 40,000.00 30,000.00
67,000.00 25,000.00 35,000.00 4,000.00 3,000.00
400,000.00 400,000.00 675.00 90,000.00
569,525.00 524,950.00 400,000.00 120,000.00 4,050.00 900.00
25,000.00 35,000.00 40,000.00 35,000.00
44,575.00 30,000.00 5,075.00 6,000.00 3,500.00
1 m2 0.023 m' 0.06 kg 0.39 lbr
6.21.2 0.27 OH 0.4 OH 0.04 OH 0.0135 OH 6.24 6.24.1
1 m2
6.24.2
9
OH OH OH OH
03-3436-2002 6.1 6.1.1
1 Unit Memasang Klosed Duduk / Mono Blok Bahan 1.000 bh Klosed duduk / mono blok 0.060 Kelengkapan 6% dari harga klosed
3.300 1.100 0.001 0.160
OH OH OH OH
1.000 1.500 1.500 0.160
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala tukang Mandor
1 Unit Memasang Urinoir Bahan 1.000 bh Urinoir 0.300 - Perlengkapan 30% harga urinoir 6.000 kg Portland sement 0.010 m3 Pasir pasang
6.4.2 1.000 1.000 0.100 0.100 6.5 6.5.1
Tenaga Pekerja Tukang batu Kepala tukang Mandor
1 Unit Memasang Klosed jongkok porselen Bahan 1.000 bh Klosed Jongkok 6.000 kg Portland sement 0.010 m3 Pasir pasang
6.2.2
6.4 6.4.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
PEKERJAAN SANITASI
6.1.2
6.2 6.2.1
Langit-langit plywood 4 mm dan rangka kayu kamfer Bahan kayu kamfer Paku biasa plywood 4" x 8" x 4 mm
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala tukang Mandor
1 Unit Memasang wastafel Bahan 1.000 bh wastafel meja oval 0.300 - Perlengkapan 30% harga wastafel 6.000 kg Portland sement 0.010 m3 Pasir pasang
6.5.2 1.200 0.145 0.150 0.100
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.8 6.8.1
1 Unit Memasang Bak mandi batu bata Vol. 0.30m3 Bahan 0.400 m3 Batu bata 120.000 kg Portland cement 0.300 kg Pasir pasang 360.000 bh Porselen 11 x 11 cm 6.000 kg Semen nat
6.8.2 6.000 3.000 0.300 0.300 6.14 6.14.1
OH OH OH OH
1 m' 1.100 0.027 0.056 0.680 0.024
bh m3 m3 kg m3
6.14.2 0.140 0.070 0.007 0.007 6.15 6.15.1
OH OH OH OH
1 m' 1.100 bh 0.550 m3 0.061 m3 10.300 kg 0.069 m3
6.15.2 0.380 0.190 0.019 0.019 6.20 6.20.1
OH OH OH OH
0.054 0.090 0.009 0.027
Memasang Pipa Beton Ø30 cm - 100 cm Bahan Pipa beton Batu bata Pasir pasang Portland cement Pasir urug Tenaga Pekerja Tukang batu Kepala tukang Mandor
277,500.00 150,000.00 105,000.00 12,000.00 10,500.00
16,000.00 150,000.00 90,000.00 675.00 60,000.00
35,064.00 28,589.00 17,600.00 4,050.00 5,040.00 459.00 1,440.00
25,000.00 35,000.00 40,000.00 35,000.00
6,475.00 3,500.00 2,450.00 280.00 245.00
26,000.00 150,000.00 90,000.00 675.00 60,000.00
145,257.50 127,682.50 28,600.00 82,500.00 5,490.00 6,952.50 4,140.00
25,000.00 35,000.00 40,000.00 35,000.00
17,575.00 9,500.00 6,650.00 760.00 665.00
26,000.00 26,000.00
45,655.00 40,300.00 31,200.00 9,100.00
OH OH OH OH
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
25,000.00 30,000.00 40,000.00 35,000.00
5,355.00 1,350.00 2,700.00 360.00 945.00
35,500.00 35,500.00
64,034.00 55,025.00 42,600.00 12,425.00
25,000.00 30,000.00 40,000.00 35,000.00
9,009.00 2,700.00 5,400.00 720.00 189.00
54,166.67 54,166.67
95,221.34 83,958.34 65,000.00 18,958.33
25,000.00 30,000.00 40,000.00 35,000.00
11,263.00 3,375.00 6,750.00 900.00 238.00
1 m' 1.200 0.350
Memasang Pipa Galvanis Ø3" Bahan m' pipa galvanis Perlengkapan 35% harga pipa
6.23.2 0.108 OH 0.180 OH 0.018 OH 0.0054 OH
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
1 m' 1.200 0.350
Memasang Pipa Galvanis Ø4" Bahan m' pipa galvanis Perlengkapan 35% harga pipa
6.24.2 0.135 OH 0.225 OH 0.0225 OH 0.0068 OH 6.25 6.25.1
Tenaga Pekerja Tukang batu Kepala tukang Mandor
Memasang Pipa Galvanis Ø3/4" Bahan m' pipa galvanis Perlengkapan 35% harga pipa
6.20.2
6.24 6.24.1
Memasang Pipa Beton Ø15 cm - 20 cm Bahan Pipa beton Batu bata Pasir pasang Portland cement Pasir urug
25,000.00 35,000.00 40,000.00 35,000.00
1 m' 1.200 0.350
6.23 6.23.1
Tenaga Pekerja Tukang batu Kepala tukang Mandor
150,000.00 675.00 90,000.00 191.92 3,500.00
535,591.20 258,091.20 60,000.00 81,000.00 27,000.00 69,091.20 21,000.00
1 m'
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor Memasang Pipa PVC tipe AW Ø1/2" Bahan
9,009.25 6,006.25
1.200 0.350
m' pipa PVC Perlengkapan 35% harga pipa
6.25.2 0.036 OH 0.060 OH 0.006 OH 0.0018 OH 6.29 6.29.1
Memasang Pipa PVC tipe AW Ø2" Bahan m' pipa PVC Perlengkapan 35% harga pipa
6.29.2 0.054 OH 0.090 OH 0.009 OH 0.0027 OH
0.081 OH 0.135 OH 0.014 OH 0.0041 OH
6.36.2 0.010 0.100 0.010 0.005
6.2 6.2.1
25,000.00 30,000.00 40,000.00 35,000.00
4,504.50 1,350.00 2,700.00 360.00 94.50
20,000.00 20,000.00
37,778.50 31,000.00 24,000.00 7,000.00
25,000.00 30,000.00 40,000.00 35,000.00
6,778.50 2,025.00 4,050.00 560.00 143.50
130,000.00 130,000.00
271,002.50 260,000.00 130,000.00 130,000.00
25,000.00 30,000.00 40,000.00 35,000.00
11,002.50 750.00 9,000.00 1,200.00 52.50
6,000.00 600.00
9,840.00 6,015.00 6,000.00 15.00
OH OH OH OH
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
25,000.00 30,000.00 40,000.00 35,000.00
3,825.00 250.00 3,000.00 400.00 175.00
5,000.00
9,325.00 5,000.00 5,000.00
25,000.00 35,000.00 40,000.00 35,000.00
4,325.00 250.00 3,500.00 400.00 175.00
5,500.00 12,500.00
9,010.50 7,050.00 6,050.00 1,000.00
25,000.00 35,000.00 40,000.00 35,000.00
1,960.50 1,500.00 210.00 240.00 10.50
250,000.00
292,720.00 250,000.00 250,000.00
1 bh 1.000
6.1.2
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
Memasang kran Ø3/4" atau Ø1/2" Bahan 1.000 bh kran air 0.025 set Seal tape
0.010 0.100 0.010 0.005
6.1 6.1.1
9,166.67 9,166.67
18,712.84 14,208.34 11,000.00 3,208.33
1 bh
6.35.2
03-3436-2002
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
Memasang Bak Cuci piring Stainles steel Bahan 1.000 bh Bak cuci stainles steel 1.000 set Water drain dan Assesoris
0.030 OH 0.300 OH 0.030 OH 0.0015 OH
9
3,003.00 900.00 1,800.00 240.00 63.00
1 bh
6.33.2
6.36 6.36.1
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
Memasang Pipa PVC tipe AW Ø3" Bahan m' pipa PVC Perlengkapan 35% harga pipa
6.31.2
6.35 6.35.1
25,000.00 30,000.00 40,000.00 35,000.00
1 m' 1.200 0.350
6.33 6.33.1
4,650.00 1,356.25
1 m' 1.200 0.350
6.31 6.31.1
Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
3,875.00 3,875.00
Memasang Floor drain Bahan bh Floor drain
Tenaga OH Pekerja OH T ukang batu OH Kepala tukang OH Mandor PEKERJAAN BESI DAN ALUMUNIUM
1 Kg Pasang Rangka Atap Baja Bahan 1.100 k g Besi Profil WF 0.080 kg Meni Besi Tenaga 0.060 OH Pekerja 0.006 OH Tukang besi 0.006 OH kepala tukang 0.0003 OH Mandor 1 m2 Pasang Pintu besi baja Bahan 1.000 m2 Pintu besi baja
6.2.2
6.6 6.6.1
6.6.2
6.8 6.8.1
6.8.2
6.9 6.9.1
6.9.2
6.12 6.12.1
6.12.2
6.13 6.13.1
6.13.2
6.14 6.14.1
6.14.2
6.17 6.17.1
Tenaga 0.650 OH Pekerja 0.650 OH Tukang besi konstruksi 0.065 OH kepala tukang 0.0320 OH Mandor
25,000.00 35,000.00 40,000.00 35,000.00
42,720.00 16,250.00 22,750.00 2,600.00 1,120.00
250,000.00
317,382.00 250,000.00 250,000.00
25,000.00 35,000.00 40,000.00 35,000.00
67,382.00 26,250.00 36,750.00 4,200.00 182.00
1 m2 Pasang Rolling Door Bahan 1.000 m2 Roll Door
145,000.00
228,132.00 145,000.00 145,000.00
Tenaga 1.050 OH Pekerja 1.500 OH Tukang besi konstruksi 0.105 OH kepala tukang 0.0052 OH Mandor
25,000.00 35,000.00 40,000.00 35,000.00
83,132.00 26,250.00 52,500.00 4,200.00 182.00
190,000.00
273,132.00 190,000.00 190,000.00
25,000.00 35,000.00 40,000.00 35,000.00
83,132.00 26,250.00 52,500.00 4,200.00 182.00
1 m2 Pasang teralis besi Bahan 11.500 m' besi strip 2 x 3
10,883.33
191,848.30 125,158.30 125,158.30
Tenaga 1.200 OH Pekerja 1.200 OH Tukang las 0.012 OH kepala tukang 0.0060 OH Mandor
25,000.00 30,000.00 40,000.00 35,000.00
66,690.00 30,000.00 36,000.00 480.00 210.00
19,000.00 7,500.00 4,750,000.00
36,017.50 29,600.00 20,900.00 150.00 8,550.00
25,000.00 35,000.00 40,000.00 35,000.00
6,417.50 2,500.00 3,500.00 400.00 17.50
9,000.00 7,500.00 4,750,000.00
25,017.50 18,600.00 9,900.00 150.00 8,550.00
25,000.00 35,000.00 40,000.00 35,000.00
6,417.50 2,500.00 3,500.00 400.00 17.50
5,500.00 7,500.00 10,883.33
19,307.08 6,472.08 6,050.00 150.00 272.08
1 m2 Pasang Lipat Pintu Besi Bahan 1.000 m2 Pintu lipat besi Tenaga 1.050 OH Pekerja 1.050 OH Tukang besi konstruksi 0.105 OH kepala tukang 0.0052 OH Mandor
1 m2 Pasang pintu Alumunium Bahan 1.000 m2 pintu alumunium Tenaga 1.050 OH Pekerja 1.500 OH Tukang besi konstruksi 0.105 OH kepala tukang 0.0052 OH Mandor
1 m2 Pasang Kawat Harmonika Bahan 1.100 m2 Kawat harmonika 0.020 kg Paku biasa 1/2" - 1" 0.0018 m3 Kayu kamfer, papan Tenaga 0.100 OH Pekerja 0.100 OH Tukang kayu 0.010 OH kepala tukang 0.0005 OH Mandor 1 m2 Pasang Kawat nyamuk Bahan 1.100 m2 Kawat nyamuk nylon 0.020 kg Paku biasa 1/2" - 1" 0.0018 m3 Kayu kamfer, papan Tenaga 0.100 OH Pekerja 0.100 OH Tukang kayu 0.010 OH kepala tukang 0.0005 OH Mandor 1 m2 Pasang Jendela nako dan tralis Bahan 1.100 m2 Jendela nako 0.020 kg Paku biasa 1/2" - 1" atau sekrup 0.025 m2 Besi Strip
6.17.2 0.200 0.200 0.020 0.001 6.18 6.18.1
6.18.2
6.19 6.19.1
6.19.2
6.20 6.20.1
6.20.2
OH OH OH OH
1 m' Pasang Talang Datar, Seng BJLS 28 Bahan 0.500 lbr Seng plat 3" x 6" BJLS 28 0.015 kg Paku biasa 1/2" - 1" 0.0096 m3 Kayu kamfer, papan 0.250 kg Flincote / meni besi Tenaga 0.150 OH Pekerja 0.400 OH Tukang kayu 0.025 OH kepala tukang 0.00125 OH Mandor 1 m' Pasang Talang Miring, Seng BJLS 28 Bahan 0.500 lbr Seng plat 3" x 6" BJLS 28 0.015 kg Paku biasa 1/2" - 1" 0.0190 m3 Kayu kamfer, papan 0.300 kg Flincote / meni besi Tenaga 0.040 OH Pekerja 0.400 OH Tukang kayu 0.025 OH kepala tukang 0.00125 OH Mandor 1 m' Pasang Talang 1/2 lingkaran D10 cm, seng BJLS 28 Bahan 0.300 lbr Seng plat 3" x 6" BJLS 28 0.100 kg Paku biasa 1/2" - 1" 0.0190 m3 Kayu kamfer, papan 0.500 kg Flincote / meni besi Tenaga 0.150 OH Pekerja 0.250 OH Tukang kayu 0.025 OH kepala tukang 0.00125 OH Mandor
10 03-3436-2002 6.2 6.2.1
1 bh Pasang Kunci Tanam biasa Bahan 1.000 bh Kunci Tanam biasa
0.010 0.500 0.010 0.005
6.3.2
6.4 6.4.1
6.4.2
25,000.00 35,000.00 40,000.00 35,000.00
12,835.00 5,000.00 7,000.00 800.00 35.00
14,000.00 7,500.00 4,750,000.00 28,000.00
78,506.25 59,712.50 7,000.00 112.50 45,600.00 7,000.00
25,000.00 35,000.00 40,000.00 35,000.00
18,793.75 3,750.00 14,000.00 1,000.00 43.75
14,000.00 7,500.00 4,750,000.00 12,500.00
117,156.25 101,112.50 7,000.00 112.50 90,250.00 3,750.00
25,000.00 35,000.00 40,000.00 35,000.00
16,043.75 1,000.00 14,000.00 1,000.00 43.75
14,000.00 7,500.00 4,750,000.00 12,500.00
114,993.75 101,450.00 4,200.00 750.00 90,250.00 6,250.00
25,000.00 35,000.00 40,000.00 35,000.00
13,543.75 3,750.00 8,750.00 1,000.00 43.75
30,000.00
48,325.00 30,000.00 30,000.00
25,000.00 35,000.00 40,000.00 35,000.00
18,325.00 250.00 17,500.00 400.00 175.00
35,000.00
52,912.50 35,000.00 35,000.00
25,000.00 35,000.00 40,000.00 35,000.00
17,912.50 125.00 17,500.00 200.00 87.50
35,000.00
52,912.50 35,000.00 35,000.00
25,000.00 35,000.00 40,000.00 35,000.00
17,912.50 125.00 17,500.00 200.00 87.50
PEKERJAAN KUNCI DAN KACA
6.2.2
6.3 6.3.1
Tenaga Pekerja Tukang kayu kepala tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 bh Pasang Kunci Tanam kamar Mandi Bahan 1.000 bh Kunci Tanam kamar mandi Tenaga 0.005 OH Pekerja 0.500 OH Tukang Kayu 0.005 OH Kepala tukang 0.0025 OH Mandor 1
bh Pasang Kunci Selinder Bahan 1.000 bh Kunci Selinder Tenaga 0.005 OH Pekerja 0.500 OH Tukang Kayu 0.005 OH Kepala tukang 0.0025 OH Mandor
6.5 6.5.1
6.5.2
6.6 6.6.1
1 bh Pasang Engsel Pintu Bahan 1.000 bh Engsel Pintu Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 bh Pasang Engsel Jendela Kupu-kupu Bahan 1.000 bh Engsel jendela
6.6.2 0.010 0.100 0.010 0.005 6.7 6.7.1
OH OH OH OH
1 bh Pasang Engsel Angin Bahan 1.000 bh Engsel Angin
6.7.2 0.020 0.200 0.020 0.010 6.9 6.9.1
6.9.2
6.10 6.10.1
6.10.2
6.11 6.11.1
OH OH OH OH
Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 bh Pasang Door Closer Bahan 1.000 bh Door Closer Tenaga 0.050 OH Pekerja 0.500 OH Tukang Kayu 0.050 OH Kepala tukang 0.0025 OH Mandor 1 bh Pasang Kunci Selot Bahan 1.000 bh kunci Selot
0.020 0.200 0.020 0.001
6.13.2
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 bh Pasang Kait Angin Bahan 1.000 bh kait Angin
6.11.2
6.13 6.13.1
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 bh Pasang Door Stop Bahan 1.000 bh Door Stop Tenaga 0.010 OH Pekerja 0.100 OH Tukang Kayu 0.010 OH Kepala tukang 0.0005 OH Mandor
6,000.00
12,251.25 6,000.00 6,000.00
25,000.00 35,000.00 40,000.00 35,000.00
6,251.25 375.00 5,250.00 600.00 26.25
2,500.00
6,825.00 2,500.00 2,500.00
25,000.00 35,000.00 40,000.00 35,000.00
4,325.00 250.00 3,500.00 400.00 175.00
15,000.00
23,650.00 15,000.00 15,000.00
25,000.00 35,000.00 40,000.00 35,000.00
8,650.00 500.00 7,000.00 800.00 350.00
2,000.00
8,251.25 2,000.00 2,000.00
25,000.00 35,000.00 40,000.00 35,000.00
6,251.25 375.00 5,250.00 600.00 26.25
7,500.00
28,337.50 7,500.00 7,500.00
25,000.00 35,000.00 40,000.00 35,000.00
20,837.50 1,250.00 17,500.00 2,000.00 87.50
3,500.00
11,835.00 3,500.00 3,500.00
25,000.00 35,000.00 40,000.00 35,000.00
8,335.00 500.00 7,000.00 800.00 35.00
7,500.00
11,667.50 7,500.00 7,500.00
25,000.00 35,000.00 40,000.00 35,000.00
4,167.50 250.00 3,500.00 400.00 17.50
6.14 6.14.1
1 bh Pasang Rel Pintu Dorong Bahan 1.000 bh Rel pintu Dorong
15,000.00
40,005.00 15,000.00 15,000.00
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
25,005.00 1,500.00 21,000.00 2,400.00 105.00
3,500.00
13,918.75 3,500.00 3,500.00
25,000.00 35,000.00 40,000.00 35,000.00
10,418.75 625.00 8,750.00 1,000.00 43.75
40,000.00
50,251.25 44,000.00 44,000.00
25,000.00 35,000.00 40,000.00 35,000.00
6,251.25 375.00 5,250.00 600.00 26.25
50,000.00
61,251.25 55,000.00 55,000.00
25,000.00 35,000.00 40,000.00 35,000.00
6,251.25 375.00 5,250.00 600.00 26.25
75,000.00
88,751.25 82,500.00 82,500.00
25,000.00 35,000.00 40,000.00 35,000.00
6,251.25 375.00 5,250.00 600.00 26.25
Pasang Lantai Ubin PC Abu-abu Uk. 20 x 20 cm Bahan 26.500 bh Ubin abu-abu 20 x 20 cm 10.400 kg Portland Cement 0.0135 m3 Pasir pasang
720.00 675.00 90,000.00
39,607.50 27,315.00 19,080.00 7,020.00 1,215.00
Tenaga 0.270 OH Pekerja 0.130 OH Tukang batu 0.013 OH Kepala tukang 0.0135 OH Mandor
25,000.00 35,000.00 40,000.00 35,000.00
12,292.50 6,750.00 4,550.00 520.00 472.50
185,000.00 675.00 90,000.00 3,500.00
1,306,517.50 1,295,150.00 1,282,050.00 6,615.00 1,935.00 4,550.00
25,000.00 35,000.00 40,000.00 35,000.00
11,367.50 6,250.00 4,200.00 480.00 437.50
6.14.2 0.060 0.600 0.060 0.003 6.15 6.15.1
6.15.2
6.16 6.16.1
6.16.2
6.17 6.17.1
6.17.2
6.20 6.20.1
6.20.2
OH OH OH OH
1 bh Pasang Kunci Lemari Bahan 1.000 bh Kunci Lemari Tenaga 0.025 OH Pekerja 0.250 OH Tukang Kayu 0.025 OH Kepala tukang 0.00125 OH Mandor 1 m2 Pasang Kaca Tebal 3 mm Bahan 1.100 m2 Kaca tebal 3 mm Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 m2 Pasang Kaca Tebal 5 mm Bahan 1.100 m2 Kaca tebal 5 mm Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 m2 Pasang Kaca cermin Tebal 5 mm Bahan 1.100 m2 Kaca cermin Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor
10 03-3436-2002 6.3 6.3.1
6.3.2
6.9 6.9.1
PEKERJAAN PENUTUP LANTAI DAN DINDING 1 m2
1 m2 6.930 bh 9.800 kg 0.0215 m3 1.300 kg
6.9.2
Pasang Lantai Ubin Granito Uk. 40 x 40 cm Bahan Ubin granito 40 x 40 cm Portland Cement Pasir pasang Semen warna
Tenaga 0.250 OH Pekerja 0.120 OH Tukang batu 0.012 OH Kepala tukang 0.0125 OH Mandor
6.19 6.19.1
1 m'
Pasang Plint Ubin PC Warna Uk. 10 x 20 cm Bahan Plint ubin PC Warna 10 x 20 cm Portland Cement Pasir pasang Semen warna
5,000.00 675.00 90,000.00 3,500.00
31,020.00 28,245.00 26,500.00 810.00 270.00 665.00
Tenaga Pekerja Tukang batu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
2,775.00 1,500.00 1,050.00 120.00 105.00
1,280.00 675.00 90,000.00 3,500.00
78,911.50 48,711.50 32,000.00 7,681.50 3,780.00 5,250.00
25,000.00 35,000.00 40,000.00 35,000.00
30,200.00 15,500.00 12,250.00 1,400.00 1,050.00
bh kg 0.042 m3 1.500 kg
Pasang Lantai Keramik 30 x 30 cm Bahan Ubin keramik 30 x 30 Portland Cement Pasir pasang Semen warna
3,333.33 675.00 90,000.00 3,500.00
80,244.80 50,044.80 33,333.30 7,681.50 3,780.00 5,250.00
0.620 0.350 0.035 0.030
Tenaga Pekerja Tukang batu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
30,200.00 15,500.00 12,250.00 1,400.00 1,050.00
120,000.00 18,000.00
167,837.50 136,800.00 126,000.00 10,800.00
25,000.00 35,000.00 40,000.00 35,000.00
31,037.50 16,250.00 12,250.00 1,400.00 1,137.50
bh 9.300 kg 0.018 m3 1.500 kg
Pasang Dinding Keramik 10 x 20 cm Bahan keramik dinding 10 x 20 Portland Cement Pasir pasang Semen warna
600.00 675.00 90,000.00 3,500.00
76,747.50 43,147.50 30,000.00 6,277.50 1,620.00 5,250.00
0.600 0.450 0.045 0.030
Tenaga Pekerja Tukang batu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
33,600.00 15,000.00 15,750.00 1,800.00 1,050.00
bh 9.300 kg 0.018 m3 1.500 kg
Pasang Dinding Keramik 20 x 20 cm Bahan keramik dinding 20 x 20 Portland Cement Pasir pasang Semen warna
920.00 675.00 90,000.00 3,500.00
69,747.50 36,147.50 23,000.00 6,277.50 1,620.00 5,250.00
0.600 0.450 0.045 0.030
Tenaga Pekerja Tukang batu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
33,600.00 15,000.00 15,750.00 1,800.00 1,050.00
5.300 1.200
bh kg 0.0030 m3 0.190 kg 6.19.2 0.060 0.030 0.003 0.003 6.44 6.44.1
OH OH OH OH
1 m2
1.500
kg
Pasang Lantai Keramik 20 x 20 cm Bahan Ubin keramik 20 x 20 Portland Cement Pasir pasang Semen warna
0.620 0.350 0.035 0.030
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala tukang Mandor
25.000 bh 11.380 kg 0.0420 m3
6.44.2
6.47 6.47.1
1 m2 10.000 11.380
6.47.2
6.56 6.56.1
6.56.2
6.66 6.66.1
OH OH OH OH
1 m2
Pasang Lantai Parquet Jati Bahan 1.050 m2 Parket jati 0.600 kg Lem Vynil Tenaga 0.650 OH Pekerja 0.350 OH Tukang batu 0.035 OH Kepala tukang 0.0325 OH Mandor 1 m2 50.000
6.66.2
6.68 6.68.1
OH OH OH OH
1 m2 25.000
6.68.2 OH OH OH OH
6.73 6.73.1
1 m2
Pasang Dinding Batu Paros Bahan 1.050 m2 Batu paros 11.750 kg Portland Cement 0.035 m3 Pasir pasang
65,000.00 90,000.00 675.00
1,155,973.63 1,125,773.63 68,250.00 1,057,500.00 23.63
25,000.00 35,000.00 40,000.00 35,000.00
30,200.00 15,500.00 12,250.00 1,400.00 1,050.00
12,000.00
4,437.50 600.00 600.00
25,000.00 35,000.00
3,837.50 3,750.00 87.50
9,000.00
4,287.50 450.00 450.00
25,000.00 35,000.00
3,837.50 3,750.00 87.50
Mengerok karat cat lama permukaan baja dengan cara manual Bahan kg sabun 9,000.00
4,287.50 450.00 450.00
6.73.2 0.620 0.350 0.035 0.030
OH OH OH OH
10 03-3436-2002 6.1 6.1.1
PEKERJAAN PENGECATAN 1 m2 0.050
6.1.2
6.2 6.2.1
6.3 6.3.1
1 m2
6.4 6.4.1
1 m2
Tenaga 0.150 OH Pekerja 0.0025 OH Mandor
6.6 6.6.1
Tenaga 0.150 OH Pekerja 0.0025 OH Mandor
6.7 6.7.1
6.7.2
6.8
3,837.50 3,750.00 87.50
9,000.00
4,287.50 450.00 450.00
25,000.00 35,000.00
3,837.50 3,750.00 87.50
10,000.00 6,000.00 2,000.00
3,647.50 1,120.00 800.00 120.00 200.00
25,000.00 32,000.00 40,000.00 35,000.00
2,527.50 1,000.00 1,280.00 160.00 87.50
10,000.00 12,500.00 25,000.00
12,412.50 7,875.00 1,500.00 2,125.00 4,250.00
25,000.00 32,000.00 40,000.00 35,000.00
4,537.50 1,750.00 2,400.00 300.00 87.50
1 m2 0.080 0.020 0.100
6.6.2
Menyabun Permukaan tembok lama Bahan kg sabun
25,000.00 35,000.00
1 m2 0.050
6.4.2
Mencuci bidang permukaan tembok yang pernah dicat Bahan kg sabun
Tenaga 0.150 OH Pekerja 0.0025 OH Mandor
0.050 6.3.2
Mengikis / Mengerok Permukaan Cat Tembok Lama Bahan kg Soda Api
Tenaga 0.150 OH Pekerja 0.0025 OH Mandor
0.050 6.2.2
Tenaga Pekerja Tukang batu Kepala tukang Mandor
Mendempul dan menggosok kayu Bahan kg Dempul jadi kg Minyak cat lbr Amplas
Tenaga 0.040 OH Pekerja 0.040 OH Tukang Cat 0.004 OH Kepala tukang 0.0025 OH Mandor 1 m2
Pengecatan bidang lama Bahan 0.150 kg Plamir 0.170 kg Cat dasar 0.170 kg Cat penutup Tenaga 0.070 OH Pekerja 0.075 OH Tukang Cat 0.0075 OH Kepala tukang 0.0025 OH Mandor 1 m2
6.8.1 0.200 0.150 0.170 0.260
kg kg kg kg
Pengecatan bidang kayu baru (1 lap.plamir) 1 lap.cat dasar & 2 lap.cat penutup Bahan Cat meni plamir kayu cat dasar cat penutup 2 kali
14,990.50
12,500.00 10,000.00 12,500.00 25,000.00
12,625.00 2,500.00 1,500.00 2,125.00 6,500.00
6.8.2
6.9
Tenaga 0.070 OH Pekerja 0.009 OH Tukang Cat 0.006 OH Kepala tukang 0.0025 OH Mandor 1 m2
6.9.1 0.200 kg 0.150 kg 0.170 kg 0.350 kg 6.9.2
6.10 6.10.1
Tenaga 0.070 OH Pekerja 0.105 OH Tukang Cat 0.004 OH Kepala tukang 0.0025 OH Mandor 1 m2 0.360
6.10.2
6.11 6.11.1
6.11.2
6.12 6.12.1
6.13 6.13.1
ltr
Pelaburan bidang kayu dengan politur Bahan 0.150 ltr politur 0.372 ltr Politur jadi 2.000 lbr Ampelas Tenaga 0.070 OH Pekerja 0.060 OH Tukang Cat 0.016 OH Kepala tukang 0.0025 OH Mandor Pelaburan bidang kayu dengan cat residu dan ter Bahan ltr Residu atau ter
6.14
1 m2
Pelaburan bidang kayu dengan vernis Bahan vernis Dempul Ampelas Kuas
Tenaga 0.160 OH Pekerja 0.160 OH Tukang Cat 0.016 OH Kepala tukang 0.0025 OH Mandor
14,875.00 2,500.00 1,500.00 2,125.00 8,750.00
25,000.00 32,000.00 40,000.00 35,000.00
5,357.50 1,750.00 3,360.00 160.00 87.50
19,000.00
12,463.50 6,840.00 6,840.00
25,000.00 32,000.00 40,000.00 35,000.00
5,623.50 1,000.00 2,016.00 2,520.00 87.50
19,000.00 19,000.00 2,000.00
18,315.50 13,918.00 2,850.00 7,068.00 4,000.00
25,000.00 32,000.00 40,000.00 35,000.00
4,397.50 1,750.00 1,920.00 640.00 87.50
2,375.00
3,541.25 831.25 831.25
25,000.00 35,000.00
2,710.00 2,500.00 210.00
19,000.00 10,000.00 2,000.00 1,500.00
13,412.50 3,565.00 2,850.00 500.00 200.00 15.00
25,000.00 32,000.00 40,000.00 35,000.00
9,847.50 4,000.00 5,120.00 640.00 87.50
1 m2
6.14.1 0.100 0.100 0.260 6.14.2
12,500.00 10,000.00 12,500.00 25,000.00
1 m2
Tenaga 0.100 OH Pekerja 0.006 OH Mandor
Pengecat tembok baru (1 lap.plamir, 1 lap.cat dasar & 2 lap.cat penutup) Bahan kg plamir tembok kg cat dasar kg cat penutup 2 kali
Tenaga 0.020 OH Pekerja 0.063 OH Tukang Cat 0.0063 OH Kepala tukang 0.0025 OH Mandor
2,365.50 1,750.00 288.00 240.00 87.50 20,232.50
1 m2
0.150 ltr 0.050 kg 0.100 lbr 0.010 bh 6.13.2
Pelaburan Bidang kayu dengan teak Oil Bahan Teak Oil
Tenaga 0.040 OH Pekerja 0.063 OH Tukang Cat 0.063 OH Kepala tukang 0.0025 OH Mandor
0.350 6.12.2
Pengecatan bidang kayu baru (1 lap.plamir) 1 lap.cat dasar & 3 lap.cat penutup Bahan Cat meni plamir kayu cat dasar cat penutup 2 kali
25,000.00 32,000.00 40,000.00 35,000.00
16,915.50
8,500.00 6,000.00 48,500.00
14,060.00 850.00 600.00 12,610.00
25,000.00 32,000.00 40,000.00 35,000.00
2,855.50 500.00 2,016.00 252.00 87.50
6.15 6.15.1
1 m2
6,000.00 48,500.00
11,629.50 9,330.00 600.00 8,730.00
25,000.00 32,000.00 40,000.00 35,000.00
2,299.50 700.00 1,344.00 168.00 87.50
12,500.00 17,500.00
8,755.00 1,425.00 1,250.00 175.00
25,000.00 32,000.00 40,000.00 35,000.00
7,330.00 500.00 6,400.00 80.00 350.00
Pengecat permukaan baja dengan meni besi dan perancah Bahan 0.100 kg meni besi 12,500.00 0.010 kg Perekat / lem 17,500.00 0.002 m3 Perancah kayu 500,000.00
17,037.50 2,425.00 1,250.00 175.00 1,000.00
0.100 0.180 6.15.2
6.20 6.20.1
Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala tukang 0.0025 OH Mandor 1 m2 0.100 0.010
6.20.2
6.21 6.21.1
6.21.2
6.24
Pengecat permukaan baja dengan meni besi Bahan kg meni besi kg Perekat / lem
Tenaga 0.020 OH Pekerja 0.200 OH Tukang Cat 0.0020 OH Kepala tukang 0.0100 OH Mandor 1 m2
Tenaga 0.250 OH Pekerja 0.225 OH Tukang Cat 0.0225 OH Kepala tukang 0.0075 OH Mandor
0.110 0.170 0.080
Pengecat permukaan baja lapis seng (Galvanis) Secara manual sistem 3 lapis. Cat konvensional dg tebal 200 µm Bahan kg Cat dasar kg Cat antara kg Cat penutup
25,000.00 32,000.00 40,000.00 35,000.00
1 m2
6.24.1
6.24.2
Pengecat tembok lama (1 lap.plamir, 2 lap. Cat penutup) Bahan kg cat dasar kg cat penutup 2 kali
Tenaga 0.500 OH Pekerja 0.800 OH Tukang Cat 0.3000 OH Kepala tukang 0.2000 OH Mandor
14,612.50 6,250.00 7,200.00 900.00 262.50 62,880.00
12,500.00 12,500.00 28,500.00
5,780.00 1,375.00 2,125.00 2,280.00
25,000.00 32,000.00 40,000.00 35,000.00
57,100.00 12,500.00 25,600.00 12,000.00 7,000.00
ANALISA HASIL PERHITUNGAN SENDIRI 1 Unit Pekerjaan Septictank (ST-1) Bahan 5.8685 m3 Galian tanah 0.3990 m3 Urugan pasir 0.5985 m3 Anstamping 17.95 m2 Pas. Bata merah 1:3 tebal 1/2 bata 17.95 m2 Plesteran 1:3 0.572 m3 Cor beton campuran 1:2:3 33.80 kg Berat besi tulangan 1 set Pipa + Asesoris 1 bh Handle bak kontrol 1 Unit Pekerjaan Septictank Sederhana Burput (ST-2) Bahan 4 m' Pengadaan buis beton Ø 70 cm + pasang 0.0785 m3 Urugan pasir 0.0393 m3 Rabat beton 1:3:5 12.56 m2 Plesteran 1:3 0.1539 m3 Cor beton campuran 1:2:3 33.80 kg Berat besi tulangan 1 set Pipa + Asesoris 1 bh Handle bak kontrol
1,827,224.78 10,400.00 79,100.00 190,125.00 38,924.75 16,784.00 362,275.00 6,853.50 180,000.00 2,000.00
61,032.40 31,560.90 113,789.81 698,699.26 301,272.80 207,221.30 231,648.30 180,000.00 2,000.00 956,656.22
64,000.00 79,100.00 362,275.00 16,784.00 362,275.00 6,853.50 180,000.00 2,000.00
256,000.00 6,209.35 14,237.41 210,807.04 55,754.12 231,648.30 180,000.00 2,000.00
1 m2 Pasang paving abu-abu / warna tanpa speci Bahan 1.00 m2 Paving 0.10 m3 Pasir pasang
0.40 0.02 0.02 0.02
OH OH OH OH
Tenaga Pekerja Mandor Kepala Tukang Tukang batu
1 m' Pasangan Kansteen Beton Bahan 0.03 m3 Galian tanah 0.0075 m3 Pasir urug 1.00 m' Kansteen beton Tenaga 0.30 OH Pekerja 1 m' Pasangan Got U-20 Bahan 0.0060 m3 Pasangan Bata 1:3 1.000 m3 Got U-20 Tenaga 1.00 OH Pekerja 1 m' Pasangan Got U-30 Bahan 0.0060 m3 Pasangan Bata 1:3 1.000 m3 Got U-30 Tenaga 1.00 OH Pekerja 1 m3 Bongkaran beton bertulang / dinding batu bata Tenaga 6.667 OH Pekerja 0.033 OH Mandor 1 m2 Membongkar plesteran dinding Tenaga 0.125 OH Pekerja 0.0125 OH Mandor
30,000.00 90,000.00
51,200.00 39,000.00 30,000.00 9,000.00
25,000.00 35,000.00 40,000.00 35,000.00
12,200.00 10,000.00 700.00 800.00 700.00
10,400.00 60,000.00 22,500.00
91,965.87 23,262.00 312.00 450.00 22,500.00
25,000.00
68,703.87 7,500.00
350,322.75 16,000.00
43,101.94 18,101.94 2,101.94 16,000.00
25,000.00
25,000.00 25,000.00
350,322.75 26,000.00
53,101.94 28,101.94 2,101.94 26,000.00
25,000.00
25,000.00 25,000.00
25,000.00 35,000.00
171,392.50 171,392.50 166,675.00 1,155.00
25,000.00 35,000.00
3,562.50 3,562.50 3,125.00 437.50
DAFTAR UPAH PEKERJA
No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Jenis Upah Pekerja Mandor Tukang Listrik Tukang Kayu Kepala Tukang kayu Tukang Batu Kepala Tukang Batu Tukang besi Kepala tukang besi Tukang Cat Kepala Tukang Cat Tukang Plitur Tukang Jalan Tukang gali Tukang Ledeng Kepala Tukang Ledeng Tukang Las Kepala Tukang Las
Satuan Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari
Harga Satuan Rp 25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00 40,000.00 35,000.00 40,000.00 32,000.00 40,000.00 32,500.00 30,000.00 22,500.00 30,000.00 40,000.00 30,000.00 40,000.00
DAFTAR HARGA BAHAN
No
Bahan
1
Batu kali Bulat utuh Bulat belah Pecah 10/15 Pecah 5/7 Pecah 3/5 Kerikil Timbun Sawur / koral Beton 0.5/1 Beton 1/2 Beton 2/3 Biasa tras giling Batu Bata Pasir urug Pasir pasang Pasir beton Tanah padas Tanah liat Kapur pasang Kapur semen merah Portland cement Holcim 40 kg Holcim 50 kg Cibinong 40 kg Cibinong 50 kg Semen putih 40 kg Semen putih 50 kg Semen warna Sirap (100 lbr) Genteng beton Genteng beton warna standard Genteng beton warna spesial Genteng beton warna khusus Kerpus beton warna standard Kerpus beton warna spesial Kerpus beton warna khusus Genteng tanah liat Vlaam Kodok Kodok glasur Nok kerpus kodok Nok kerpus kodok glasur Plentong super besar Nok kerpus plentong super Genteng kaca
2
3 4
5 6 7
8 9
10
11
Satuan
Harga Satuan Rp
m3 m3 m3 m3 m3
110,000.00 115,000.00 125,000.00 145,000.00 150,000.00
m3 m3 m3 m3 m3 m3 m3 bh m3 m3 m3 m3 m3 m3 m3
65,000.00 80,000.00 180,000.00 160,000.00 140,000.00 120,000.00 200,000.00 225.00 60,000.00 90,000.00 120,000.00 55,000.00 40,000.00 115,000.00 95,000.00
kg kg kg kg kg kg kg pak
750.00 660.00 687.50 686.00 1,125.00 1,100.00 3,500.00 135,000.00
bh bh bh bh bh bh
2,000.00 2,400.00 2,900.00 2,500.00 3,500.00 4,900.00
bh bh bh bh bh bh bh
770.00 800.00 1,800.00 1,550.00 2,500.00 2,600.00 4,000.00
30000 33000
12
13
14
15
16
17
18
19
20 21
Vlaam tebal 2mm Vlaam tebal 3mm Kodok tebal 2mm Kodok tebal 3mm Asbes Gelombang besar 200 cm x 102 cm x 5 mm 250 cm x 102 cm x 5 mm 225 cm x 102 cm x 5 mm 200 cm x 102 cm x 6 mm 225 cm x 102 cm x 6 mm 250 cm x 102 cm x 6 mm Asbes Gelombang kecil 150 cm x 105 cm x 4 mm 180 cm x 105 cm x 4 mm 210 cm x 105 cm x 4 mm 240 cm x 105 cm x 4 mm 270 cm x 105 cm x 4 mm 300 cm x 105 cm x 4 mm Asbes Plat 100 cm x 100 cm x 3 mm 100 cm x 100 cm x 4 mm 50 cm x 200 cm x 3 mm 40 cm x 200 cm x 3 mm Jabes Nok kerpus genteng stel besar paten besar Nokstel gelombang harflex stel besar paten besar plat besar Fibre glass (Jabes) 180 x 92 cm 200 x 92 cm 250 x 92 cm 180 x 105 cm 200 x 105cm 250 x 105 cm Seng Plat BJLS 0,18 lebar 55 cm BJLS 0,20 lebar 55 cm BJLS 0,28 lebar 55 cm BJLS 0,30 lebar 55 cm Seng Gelombang BJLS 0,18 lebar 180 cm BJLS 0,20 lebar 180 cm BJLS 0,30 lebar 180 cm BJLS 0,40 lebar 180 cm Kayu Jati papan Kayu jati balok / pesagen Kayu kamper papan Kayu kamper balok / pesagen
bh bh bh bh
3,500.00 4,500.00 4,000.00 4,500.00
bh bh bh bh bh bh
52,000.00 68,000.00 56,250.00 61,500.00 67,500.00 72,250.00
bh bh bh bh bh bh
25,000.00 30,000.00 35,000.00 40,000.00 58,500.00 49,000.00
bh bh bh bh
10,000.00 14,250.00 10,000.00 8,000.00
bh bh bh
17,000.00 39,750.00 35,800.00
bh bh bh
41,500.00 17,300.00 49,000.00
bh bh bh bh bh bh
27,000.00 31,000.00 38,000.00 30,000.00 35,000.00 43,750.00
m' m' m' m'
11,000.00 12,500.00 14,000.00 16,500.00
lbr lbr lbr lbr m3 m3
22,000.00 27,000.00 39,000.00 51,000.00 12,000,000.00 9,500,000.00
22 23 24
Kayu kruing papan Kayu kruing balok / pesagen Kayu meranti papan Kayu meranti balok / pesagen Kayu Lanan papan Kayu Lanan Balok / Pesagen
DAFTAR HARGA BAHAN No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
Bahan Kayu Dolken diameter 8 - 10 / 400 cm Portland Cement Seng Gelombang 3" - 5 " Pasir Beton Koral Beton Kayu 5/7 x 4 m kayu kruing Paku Biasa 2" - 5" (1/2" - 1") Meni besi Kayu papan 3/20 Kruing Kayu kamper Besi strip Pasir pasang Batu bata merah Seng plat jendela Naco Kaca Polos Kunci tanam khusus Engsel Plywood 4 mm Bambu Diameter 6 - 8 / 600 cm Tali ijuk Pasir urug Kapur padam Tanah liat Ijuk Sirtu Batu belah 15/20 Kapur pasang Besi beton Kawat Beton kayu kaso 5/7 minyak bekesting Plamur Tembok kayu jati balok kayu kamper papan kayu jati papan lem kayu Plywood 4" x 3" x 4mm teakwood 4" x 8 " x 4 mm Formika 4" x 3" (untuk pintu) kayu kamfer balok Paku sekrup 3,5" Besi presstred polos besi jaring kawat baja kayu terentang balok kayu plywood tebal 9 mm Balok kayu borneo
Satuan btg kg Lbr m3 m3 m3 kg kg m3 m3 kg m3 bh lbr bh m2 bh bh lbr btg kg m3 m3 m3 m3 m3 m3 m3 kg kg m3 ltr kg m3 m3 m3 ltr lbr lbr lbr m3 kg kg kg m3 m3 lbr m3
Harga Satuan Rp 12,000.00 675.00 39,000.00 120,000.00 120,000.00 58,800.00 7,500.00 12,500.00 4,200,000.00 750,000.00 9,200.00 90,000.00 200.00 11,000.00 5,500.00 40,000.00 35,000.00 2,500.00 64,000.00 7,000.00 5,000.00 60,000.00 115,000.00 40,000.00 125,000.00 80,000.00 115,000.00 115,000.00 6,000.00 7,500.00 24,500.00 18,000.00 8,500.00 9,500,000.00 4,750,000.00 12,000,000.00 18,000.00 64,000.00 64,000.00 42,000.00 4,500,000.00 14,000.00 14,000.00 13,000.00 500,000.00 4,200,000.00 136,000.00 750,000.00
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
Formite/penjaga jarak/spacer (alat bantu) Kayu albasia Genteng plentong Genteng kodok / glasur Genteng plentong super / besar Genteng bubung plentong Genteng bubung kodok / glasur Genteng bubung plentong besar Paku pancing 60 x 230 Asbes Gelombang Genteng beton standard Genteng sirap Nok genteng beton Semen warna seng plat 3" x 6" BJLS 28 kayu kamfer papan tebal 6 cm Allumunium foil / Sisalation Plat asbes tebal 6 mm Akustik Uk. 30 x 30 cm Plywood 4" x 8" x 4 mm dan 6 mm Softboard 4" x 8" x 4 mm list kayu profil Asbes 1 x 1 m untuk plafond gypsumboard Klosed duduk / mono blok Klosed Jongkok Urinoir wastafel meja oval Porselen 11 x 11 cm Semen nat Pipa beton D15 - 20 cm Pipa beton D30 - 100 cm pipa galvanis D3/4" pipa galvanis D3" pipa galvanis D4" pipa PVC D1/2" pipa PVC D2" pipa PVC D3" Bak cuci stainles steel Water drain dan Assesoris kran air 1/2" dan 3/4" Seal tape Floor drain Besi Profil WF Pintu besi baja Pintu lipat besi Roll Door pintu alumunium besi strip 2 x 3 Kawat harmonika Kawat nyamuk nylon Flincote / meni besi
bh m3 bh bh bh bh bh bh kg lbr bh lbr bh kg lbr m3 m2 lbr lbr lbr m3 m lbr lbr bh bh bh bh bh kg bh bh m' m' m' m' m' m' bh set bh set bh kg m2 m2 m2 m2 m' m2 m2 kg
5,000.00 500,000.00 800.00 1,800.00 2,600.00 1,550.00 2,500.00 4,000.00 11,000.00 56,250.00 2,000.00 1,350.00 2,500.00 3,500.00 14,000.00 114,000.00 4,500.00 90,000.00 3,000.00 64,000.00 90,000.00 3,700.00 10,000.00 45,000.00 270,000.00 80,000.00 275,000.00 400,000.00 191.92 3,500.00 16,000.00 26,000.00 26,000.00 35,500.00 54,166.67 3,875.00 9,166.67 20,000.00 130,000.00 130,000.00 6,000.00 600.00 5,000.00 5,500.00 250,000.00 250,000.00 145,000.00 190,000.00 10,883.33 19,000.00 9,000.00 12,500.00
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150
kunci tanam biasa Kunci Selinder Engsel Pintu Engsel jendela Engsel Angin kait Angin Door Closer kunci Selot Door Stop Rel pintu Dorong Kunci Lemari Kaca tebal 3 mm Kaca tebal 5 mm Kaca cermin Ubin abu-abu 20 x 20 cm Ubin granito 40 x 40 cm Plint ubin PC Warna 10 x 20 cm Ubin keramik 20 x 20 Ubin keramik 30 x 30 Parket jati Lem Vynil keramik dinding 10 x 20 keramik dinding 20 x 20 Batu paros Soda Api sabun Dempul jadi Minyak cat Amplas cat dasar besi Cat dasar kayu cat dasar tembok Cat penutup tembok Cat penutup kayu cat penutup besi Cat meni kayu plamir kayu Teak Oil politur Residu atau ter vernis Kuas Perekat / lem Perancah kayu Paving Kansteen beton Got U-20 Got U-30 Pipa + Asesoris Handle bak kontrol
bh bh bh bh bh bh bh bh bh bh bh m2 m2 m2 bh bh bh bh bh m2 kg bh bh m2 kg kg kg kg lbr kg kg kg kg kg kg kg kg ltr ltr ltr ltr bh kg m3 m2 m' m3 m3 set bh
30,000.00 35,000.00 6,000.00 2,500.00 15,000.00 2,000.00 7,500.00 3,500.00 7,500.00 15,000.00 3,500.00 40,000.00 50,000.00 75,000.00 720.00 185,000.00 5,000.00 1,280.00 3,333.33 120,000.00 18,000.00 600.00 920.00 65,000.00 12,000.00 9,000.00 10,000.00 6,000.00 2,000.00 12,500.00 12,500.00 6,000.00 48,500.00 25,000.00 28,500.00 12,500.00 10,000.00 19,000.00 19,000.00 2,375.00 19,000.00 1,500.00 17,500.00 500,000.00 30,000.00 22,500.00 16,000.00 26,000.00 180,000.00 2,000.00
NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
URAIAN PEKERJAAN
SATUAN
HARGA SATUAN (Rp)
48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
NO.
I.
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN 1 Pembersihan Lapangan 2 Pengukuran dan Bowplank 3 Papan Nama Proyek 4 Barak Kerja
Sub Total I II. PEKERJAAN TANAH DAN PONDASI 1 Galian Tanah Pondasi 2 Urugan Tanah Dipadatkan 3 Perataan dan Pemadatan Tanah 4 Urugan Pasir bawah Pondasi 5 Aanstamping 6 Pondasi Batu Belah 7 Urugan Tanah Kembali Pondasi Sub Total II III. PEK. BETON BERTULANG 1 Sloof 15/20 2 Kolom Praktis 15/15 3 Kolom Teras 4 Ring Balk & Ring Gunungan 15/20 5 Kuda-kuda Beton & Balok Latiu 15/20 6 Topi-topi Cor Beton Tebal 10 cm Sub Total III IV. PEK. PASANG BATA/ PLESTERAN 1 Pasangan Trasram Batu Bata 1 : 4 2 Pasangan Batu Bata 1 : 6 3 Rollag Bata 4 Plesteran Trasram 1 : 4 5 Plesteran 1 : 6 6 Sponengan Sub Total IV V. PEK. KOSEN, DAUN PINTU & JENDELA 1 Pas. Kosen K. Bengkirai 6/15 2 Pas. Daun Pintu Panil K. Kamper 3 Pas. Daun Jendela Kaca 5 mm Rgk. K. Ka 4 Pas. Pintu PVC KM 5 Pas. Handel & Kunci Pintu Utama 6 Pas. Kunci Tanam Pintu Ruang 7 Pas. Grendel Tanam/Espangolet P. Utama 8 Pas. Engsel Pintu 9 Pas. Engsel Jendela 10 Pas. Grendel Jendela 11 Pas. Kait Angin Jendela Sub Total V VI. PEKERJAAN ATAP 1 Nok, Gording dan Murplat 8/12 2 Pas. Usuk 5/7 dan Reng 2/3 Kruing 3 Pas. Papan Reuter 2/20 Kruing 4 Pas. Listplank 2/20 Bengkirai 5 Pas. Genteng Beton 6 Pas. Bubungan Genteng Beton Sub Total VI VII. PEK. PAS. KERAMIK LANTAI & DINDING 1 Urugan Pasir Bawah Lantai
VOL
126.00 49.00 0.96 12.00
SAT
m2 m' m2 m2
HARGA SATUAN ( Rp )
2,000.00 8,500.00 400,000.00 100,000.00
JUMLAH HARGA ( Rp )
TOTAL ( Rp )
252,000.00 416,500.00 384,000.00 1,200,000.00 2,252,500.00
62.00 34.10 118.00 2.48 7.44 21.70 27.90
m3 m3 m2 m3 m3 m3 m3
11,400.00 19,715.00 8,000.00 0.00 0.00 0.00 5,465.00
706,800.00 672,281.50 944,000.00 0.00 0.00 0.00 152,473.50 2,475,555.00
1.69 1.58 0.63 2.59 2.54 0.45
m3 m3 m3 m3 m3 m3
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.00 143.00 9.00 34.00 293.15 146.00
m2 m2 m' m2 m2 m'
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.27 7.48 1.75 1.00 1.00 3.00 1.00 15.00 4.00 2.00 4.00
m3 m2 m2 bh unit bh bh bh bh bh bh
0.00 0.00 0.00 250,000.00 350,000.00 90,000.00 75,000.00 15,000.00 10,000.00 10,000.00 12,500.00
0.00 0.00 0.00 250,000.00 350,000.00 270,000.00 75,000.00 225,000.00 40,000.00 20,000.00 50,000.00 1,280,000.00
0.71 161.00 16.00 60.00 161.00 16.00
m3 m2 m' m' m2 m'
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.10
m3
0.00
0.00
2 3 4 5 6 7
VIII.
IX.
X.
XI.
XII.
Pas. Keramik Ruang Dalam 30/30 Putih Pas. Keramik 30/30 Motif Teras Dpn Pas. Plint Kaca Rayband 8/60 R. Dalam Pas. Keramik Lantai KM 20/20 Pas. Keramik Dinding KM 20/25 Pas. List Border Keramik 5/20 Dinding KM Sub Total VII PEK. PLAFOND & INSTALASI LISTRIK 1 Pas. Plafond Eternit 100x100 Rgk K. Mrant 2 Pas. List Plafond Kayu Profil 3 cm 3 Pas. Sambungan Listrik Baru 900 KVA 4 Instalasi Titik Lampu 5 Instalasi Titik Stop Kontak 6 Pas. Fuse Box dan MCB Group 7 Pas. Saklar Tunggal 8 Pas. Saklar Double 9 Pas. Stop Kontak 10 Pas. Lampu TL 20 W+ Armateur 11 Pas. Lampu SL 15 W Sub Total VIII PEKERJAAN SANITAIR 1 Pas. Closet Jongkok 2 Pas. Kran Air 3/4" 3 Floor Drain 4 Tempat Sabun / Shampo 5 Pas. Bak Mandi 60 x 60 Fiber Sub Total IX PEKERJAAN SALURAN AIR 1 Sal. Air Kotor Pipa PVC 3" 2 Sal. Air Kotor WC PVC 4" 3 Sal. Air Bersih Pipa PVC 3/4" 4 Septictank & Peresapan Sub Total X PEKERJAAN CAT 1 Cat Tembok Exterior 2 Cat Tembok Interior 3 Cat Plafond 4 Cat Kusen, Daun Pintu/Jendela 5 Cat Kayu Listplank Sub Total XI PEKERJAAN LAIN-LAIN 1 Pas. Glass Block 20/20 2 Kamprat Dinding 3 Pos Penjagaan 4 Meubeler ( 1 meja dan 2 kursi ) Sub Total XII Jumlah Total
75.00 6.00 57.00 2.00 11.00 5.70
m2 m2 m' m2 m2 m'
0.00 0.00 15,000.00 0.00 0.00 45,500.00
0.00 0.00 855,000.00 0.00 0.00 259,350.00 1,114,350.00
130.00 m2 140.00 m' 1.00 Samb 10.00 titik 2.00 titik 1.00 bh 3.00 bh 2.00 bh 2.00 bh 5.00 bh 5.00 bh
0.00 6,750.00 1,750,000.00 70,000.00 70,000.00 150,000.00 15,000.00 17,500.00 15,000.00 90,000.00 30,000.00
0.00 945,000.00 1,750,000.00 700,000.00 140,000.00 150,000.00 45,000.00 35,000.00 30,000.00 450,000.00 150,000.00 4,395,000.00
1.00 1.00 1.00 1.00 1.00
bh bh bh bh bh
150,000.00 25,000.00 15,000.00 45,000.00 300,000.00
150,000.00 25,000.00 15,000.00 45,000.00 300,000.00 535,000.00
8.00 8.00 18.00 1.00
m' m' m' unit
25,000.00 35,000.00 7,500.00 2,000,000.00
200,000.00 280,000.00 135,000.00 2,000,000.00 2,615,000.00
72.00 197.15 130.00 13.76 15.00
m2 m2 m2 m2 m2
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
36.00 bh 27.80 m2 1.00 Unit 20.00 Unit
17,500.00 12,500.00 11,152,000.00 400,000.00
630,000.00 347,500.00 11,152,000.00 8,000,000.00 20,129,500.00 34,796,905.00