renov.rumah 1307.xls
DESCRIPTION
contoh RABTRANSCRIPT
RAB (RENCANA ANGGARAN BIAYA)
Proyek : Renovasi RumahSub Pekerjaan : Struktur Renovasi RumahLokasi :Pemilik :
No. Uraian Volume Satuan
I PEKERJAAN BONGKARAN1 Bongkaran dinding bata 10.40 m22 Bongkaran railling balkon 0.80 m'
II. PEKERJAAN GALIAN DAN URUGAN1 Pek. Galian pondasi setempat 13.44 m3 - 2 Pek. Galian pondasi menerus 11.99 m3 - 3 Pek. Urugan tanah kembali 18.25 m3 4,500.00 4 Pek. Urugan limestone peninggian lantai 10.97 m3 148,500.00 5 Pek. Urugan pasir bawah pondasi menerus 0.50 m3 110,000.00 6 Pek. Urugan pasir dibawah lantai 0.67 m3 110,000.00
III PEKERJAAN PASANGAN1 Pek. Pasangan batu kosong 1.50 m3 135,000.00 2 Pek. Pasangan batu kali 1pc : 5 ps 3.97 m3 378,800.00 3 Pek. Pasangan bata 1pc : 5ps 10.75 m2 82,500.00
IV. PEKERJAAN BETON BERTULANG1 Pek. Rabatan Lantai 1:3:5 0.80 m3 404,300.00 2 Pek. Beton foot plat P1 (1,2x1,2)
- Beton K200 0.58 m3 528,500.00 - Pembesian 186.64 kg 9,800.00 - Bekisting 3.84 m2 61,125.00
3 Pek. Beton foot plat pagar (0,7x1,2)- Beton K200 0.64 m3 528,500.00 - Pembesian 232.04 kg 9,800.00 - Bekisting 1.52 m2 61,125.00
4 Pek. Beton kolom pedestal K1 40/13 cm - Beton K200 0.41 m3 528,500.00 - Pembesian 147.54 kg 9,800.00 - Bekisting 8.27 m2 61,125.00 - Perancah 1.10 m2 45,360.00
Harga Satuan Bahan
5 Pek. Beton sloof TB 20/30 cm- Beton K200 1.11 m3 528,500.00 - Pembesian 219.79 kg 9,800.00 - Bekisting 11.09 m2 61,125.00
6 Pek. Beton kolom K1 40/13 cm - Beton K200 1.13 m3 528,500.00 - Pembesian 330.96 kg 9,800.00 - Bekisting 20.74 m2 61,125.00 - Perancah 3.05 m2 45,360.00
7 Pek. Beton kolom praktis 13/13 cm - Beton K175 0.12 m3 404,300.00 - Pembesian 47.50 kg 9,800.00 - Bekisting 1.66 m2 61,125.00
8 Pek. Beton Balok B1 15/40- Beton K200 1.32 m3 528,500.00 - Pembesian 384.77 kg 9,800.00 - Bekisting 17.59 m2 61,125.00 - Perancah 1.98 m2 45,360.00
9 Pek. Beton tangga- Beton K200 2.82 m3 528,500.00 - Pembesian 128.11 kg 9,800.00 - Bekisting 9.91 m2 61,125.00 - Perancah 4.23 m2 45,360.00
10 Pek. Beton plat lantai 2 - Beton K200 1.50 m3 528,500.00 - Pembesian 96.74 kg 9,800.00 - Bekisting 12.46 m2 61,125.00 - Perancah 14.95 m2 45,360.00
11 Pek. Beton kolom praktis 13/13 cm (lt 2)- Beton K175 0.08 m3 404,300.00 - Pembesian 29.08 kg 9,800.00 - Bekisting 1.01 m2 61,125.00
12 Pek. Beton kolom pagar 40/75- Beton K200 1.15 m3 528,500.00 - Pembesian 323.27 kg 9,800.00 - Bekisting 8.82 m2 61,125.00 - Perancah 3.11 m2 45,360.00
13 Pek. Beton ring balok pagar 12/75- Beton K200 0.40 m3 528,500.00 - Pembesian 163.78 kg 9,800.00 - Bekisting 4.46 m2 61,125.00 - Perancah 0.61 m2 45,360.00
: Renovasi Rumah: Struktur Renovasi Rumah::
Jumlah Harga
20,000.00 208,000.00 10,000.00 8,000.00
216,000.00
26,125.00 26,125.00 351,195.24 26,125.00 26,125.00 313,291.00 13,950.00 18,450.00 336,658.95 15,650.00 164,150.00 1,801,024.68 8,150.00 118,150.00 58,937.95 8,150.00 118,150.00 79,148.69
2,940,256.50
30,650.00 165,650.00 247,898.54 113,725.00 492,525.00 1,956,911.41 22,200.00 104,700.00 1,125,525.00
3,330,334.95
90,800.00 495,100.00 398,000.99
150,800.00 679,300.00 391,276.80 996.25 10,796.25 2,015,036.15 13,800.00 74,925.00 287,712.00
150,800.00 679,300.00 436,925.76 996.25 10,796.25 2,505,170.01 13,800.00 74,925.00 113,886.00
150,800.00 679,300.00 275,524.08 996.25 10,796.25 1,592,921.74 13,800.00 74,925.00 619,479.90 6,930.00 52,290.00 57,263.82
Harga Satuan Upah
Harga Satuan Pekerjaan
150,800.00 679,300.00 753,615.42 996.25 10,796.25 2,372,919.83 13,800.00 74,925.00 831,217.95
150,800.00 679,300.00 768,288.30 996.25 10,796.25 3,573,149.82 13,800.00 74,925.00 1,553,569.88 6,930.00 52,290.00 159,677.97
90,800.00 495,100.00 61,498.85 996.25 10,796.25 512,842.75 13,800.00 74,925.00 124,090.79
150,800.00 679,300.00 896,268.42 996.25 10,796.25 4,154,060.10 13,800.00 74,925.00 1,318,080.60 6,930.00 52,290.00 103,487.14
150,800.00 679,300.00 1,916,923.13 996.25 10,796.25 1,383,158.24 13,800.00 74,925.00 742,319.44 6,930.00 52,290.00 221,336.47
150,800.00 679,300.00 1,015,689.36 996.25 10,796.25 1,044,481.70 13,800.00 74,925.00 933,565.50 6,930.00 52,290.00 781,840.08
90,800.00 495,100.00 37,652.36 996.25 10,796.25 313,985.36 13,800.00 74,925.00 75,973.95
150,800.00 679,300.00 781,195.00 996.25 10,796.25 3,490,054.86 13,800.00 74,925.00 660,588.75 6,930.00 52,290.00 162,360.45
150,800.00 679,300.00 275,116.50 996.25 10,796.25 1,768,183.45 13,800.00 74,925.00 333,790.88 6,930.00 52,290.00 31,766.17
39,274,729.25
TOTAL PEKERJAAN STUKTUR 45,761,320.70
RAB (RENCANA ANGGARAN BIAYA)
Proyek : Renovasi RumahSub Pekerjaan : Finishing Renovasi RumahLokasi :Pemilik :
No. Uraian Volume Satuan
A LANTAI II PEKERJAAN PASANGAN & PLESTERAN DINDING1 Pek. Plesteran dinding 1 pc : 5 psr 41.30 m2 16,375.00 2 Pek. Plesteran beton 12.78 m2 16,375.00 3 Pek. Acian dinding 20.31 m2 9,300.00 4 Pek. Acian beton 12.78 m2 9,300.00
II PEKERJAAN PASANGAN LANTAI & DINDING1 Pek. Pasang koral sikat 9.80 m2 180,000.00 2 Pek. Pas. Lantai tangga 40x40 ex. Roman 5.58 m2 109,400.00 3 Pek. Pas. Batu Padas 5.28 m2 300,000.00 4 Pek. Pas. Batu Palimanan Putih 13.98 m2 100,000.00
IV
1 Pek. Kusen pintu dan jendela 5.70 m3 152,700.00 2 Daun Pintu D1 1.88 m2 296,000.00
V PEKERJAAN PENGECATAN 1 Pek. Pengecatan tembok bagian luar 10.15 m2 25,000.00 2 Pek. Pengecatan beton 12.78 m2 25,000.00 3 Pek. Finishing Kamprot 26.21 m2 31,550.00
B LANTAI III PEKERJAAN PASANGAN & PLESTERAN DINDING1 Pek. Plesteran dinding 1 pc : 5 psr 35.12 m2 16,375.00 2 Pek. Plesteran beton 2.34 m2 16,375.00 3 Pek. Acian dinding 35.12 m2 9,300.00 4 Pek. Acian beton 2.34 m2 9,300.00
Harga Satuan Bahan
PEKERJAAN KUSEN PINTU DAN JENDELA
Kusen, Daun pintu, Jendela kayu Bangkirai, Finishing Politur (tidak termasuk aksesoris)
II PEKERJAAN PASANGAN LANTAI1 Pek. Pas. Koral sikat area tempat suci 11.34 m2 180,000.00
IV
1 Reiling balkon 2.91 unit
V PEKERJAAN PENGECATAN 1 Pek. Pengecatan tembok bagian dalam 12.95 m2 17,200.00 2 Pek. Pengecatan tembok bagian luar 22.17 m2 25,000.00 3 Pek. Pengecatan beton 2.34 m2 25,000.00
V PEKERJAAN LAIN-LAIN1 Planter box 7.56 m2
PEKERJAAN KUSEN PINTU DAN JENDELA
: Renovasi Rumah: Finishing Renovasi Rumah::
Jumlah Harga
15,700.00 32,075.00 1,324,697.50 15,700.00 32,075.00 409,822.28 7,500.00 16,800.00 341,208.00 7,500.00 16,800.00 214,653.60
2,290,381.38
50,000.00 230,000.00 2,254,000.00 25,000.00 134,400.00 750,556.80 150,000.00 450,000.00 2,376,000.00 150,000.00 250,000.00 3,495,000.00
8,875,556.80
7,900.00 183,400.00 1,045,380.00 187,875.00 526,461.00 989,746.68
2,035,126.68
7,065.00 32,065.00 325,459.75 7,065.00 32,065.00 409,694.51 8,010.00 39,560.00 1,036,760.79
1,771,915.04 TOTAL LANTAI I 14,972,979.90
15,700.00 32,075.00 1,126,474.00 15,700.00 32,075.00 75,055.50 7,500.00 16,800.00 590,016.00 7,500.00 16,800.00 39,312.00
Harga Satuan Upah
Harga Satuan Pekerjaan
1,830,857.50
50,000.00 230,000.00 2,608,200.00 2,608,200.00
600,000.00 1,747,800.00 1,747,800.00
7,065.00 24,265.00 314,322.74 7,065.00 32,065.00 710,760.81 7,065.00 32,065.00 75,032.10
1,100,115.65
250,000.00 1,888,750.00 1,888,750.00
TOTAL LANTAI II 9,175,723.15 TOTAL PEKERJAAN FINISHING 24,148,703.05
REKAPITULASI UMUM RAB (RENCANA ANGGARAN BIAYA)
Proyek : Renovasi RumahLokasi :Pemilik :
No. Uraian Volume Satuan Harga Satuan Jumlah Harga
1 Pekerjaan Struktur 45,761,320.70
2 Pekerjaan Finishing 24,148,703.05
TOTAL HARGA 69,910,023.75
Catatan :- Harga belum termasuk pelinggih
Page 12 of 88
DAFTAR ANALISA PEKERJAAN
NoUraian Pekerjaan Harga satuan Bahan Upah Total ( Rp. ) ( Rp. ) ( Rp. ) ( Rp. )
1 1 M' PENGUKURAN DAN PEMASANGAN BOWPLANK
0.012 Kayu usuk 5/7 2,000,000.00 24,000.00 24,000.00 0.020 Kg Paku reng 14,000.00 280.00 280.00 0.007 M3 Papan 3/20 2,000,000.00 14,000.00 14,000.00 0.100 Tukang kayu 40,000.00 4,000.00 4,000.00 0.010 Kepala tukang kayu 45,000.00 450.00 450.00 0.100 Pekerja 30,000.00 3,000.00 3,000.00 0.005 Mandor 65,000.00 325.00 325.00
38,280.00 7,775.00 46,055.00
2 0.900 Tukang Gali 35,000.00 - 31,500.00 31,500.00 0.100 Mandor 65,000.00 - 6,500.00 6,500.00
Sub. Total - 38,000.00 38,000.00
3 0.700 Tukang Gali 35,000.00 - 24,500.00 24,500.00 0.025 Mandor 65,000.00 - 1,625.00 1,625.00
Sub. Total - 26,125.00 26,125.00
4 0.300 Pekerja 45,000.00 - 13,500.00 13,500.00 0.010 Mandor 45,000.00 - 450.00 450.00 1.000 Alat Bantu pemadatan 4,500.00 4,500.00 - 4,500.00
Sub. Total 4,500.00 13,950.00 18,450.00
5
1.200 Lime Stone 120,000.00 144,000.00 - 144,000.00 0.500 Pekerja 30,000.00 - 15,000.00 15,000.00 0.010 Mandor 65,000.00 - 650.00 650.00 1.000 Alat Bantu pemadatan 4,500.00 4,500.00 - 4,500.00
Sub. Total 148,500.00 15,650.00 164,150.00
6
1.100 Pasir Urug 100,000.00 110,000.00 - 110,000.00 0.250 Pekerja 30,000.00 - 7,500.00 7,500.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 110,000.00 8,150.00 118,150.00
7
1.000 Batu Karang 110,000.00 110,000.00 - 110,000.00
0.250 Pasir urug 100,000.00 25,000.00 - 25,000.00 1.000 Pekerja 30,000.00 - 30,000.00 30,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 135,000.00 30,650.00 165,650.00
8
1.200 Batu Karang 110,000.00 132,000.00 - 132,000.00 3.500 Zak PC (Cement) 52,000.00 182,000.00 - 182,000.00
0.540 Pasir pasang 120,000.00 64,800.00 - 64,800.00 1.200 Tukang Batu 40,000.00 - 48,000.00 48,000.00 0.120 Kepala Tukang Batu 45,000.00 - 5,400.00 5,400.00 2.000 Pekerja 30,000.00 - 60,000.00 60,000.00 0.005 Mandor 65,000.00 - 325.00 325.00
Sub. Total 378,800.00 113,725.00 492,525.00
M3
1 M 3 GALIAN tanah keras
1 M 3 GALIAN tanah biasa
1 M 3 URUGANTANAH KEMBALI
1 M 3 URUGAN LIMESTONE DIPADATKAN
m3
1 M 3 PASIR URUG
m3
1 M 3 PASANGAN BATU KOSONG
m3
m3
1 M 3 PASANGAN BATU KARANG
m3
m3
Page 13 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total
9 4.000 Zak PC (Cement) 52,000.00 208,000.00 - 208,000.00
0.540 Pasir Cor 120,000.00 64,800.00 - 64,800.00
0.900 Koral Cor 135,000.00 121,500.00 - 121,500.00 0.400 Tukang Batu 40,000.00 - 16,000.00 16,000.00 0.040 Kepala Tukang Batu 45,000.00 - 1,800.00 1,800.00 2.000 Pekerja 30,000.00 - 60,000.00 60,000.00 0.200 Mandor 65,000.00 - 13,000.00 13,000.00 1.000 ls Concrete mixer 10,000.00 10,000.00 10,000.00
Sub. Total 404,300.00 90,800.00 495,100.00
10 6.500 Zak PC (Cement) 52,000.00 338,000.00 - 338,000.00
0.540 Pasir Cor 120,000.00 64,800.00 - 64,800.00
0.820 Koral Cor 135,000.00 110,700.00 - 110,700.00 0.400 Tukang Batu 40,000.00 - 16,000.00 16,000.00 0.040 Kepala Tukang Batu 45,000.00 - 1,800.00 1,800.00 4.000 Pekerja 30,000.00 - 120,000.00 120,000.00 0.200 Mandor 65,000.00 - 13,000.00 13,000.00 1.000 ls Concrete mixer 15,000.00 15,000.00 15,000.00
Sub. Total 528,500.00 150,800.00 679,300.00
11 8.000 Zak PC (Cement) 52,000.00 416,000.00 - 416,000.00
0.540 Pasir Cor 120,000.00 64,800.00 - 64,800.00
0.820 Koral Cor 135,000.00 110,700.00 - 110,700.00 0.400 Tukang Batu 40,000.00 - 16,000.00 16,000.00 0.040 Kepala Tukang Batu 45,000.00 - 1,800.00 1,800.00 4.000 Pekerja 30,000.00 - 120,000.00 120,000.00 0.200 Mandor 65,000.00 - 13,000.00 13,000.00 1.000 ls Concrete mixer 15,000.00 15,000.00 15,000.00
Sub. Total 606,500.00 150,800.00 757,300.00
12 10 M2 BEKISTING 0.350 m3 Kayu bekisting 1,600,000.00 560,000.00 - 560,000.00
3.500 Plywood 9 mm 115,000.00 402,500.00 - 402,500.00 4.000 kg Paku 14,000.00 56,000.00 - 56,000.00 0.100 ltr Minyak bekisting 2,500.00 250.00 250.00 3.000 Tukang Kayu 40,000.00 120,000.00 120,000.00 0.300 Kep. Tukang kayu 45,000.00 13,500.00 13,500.00 3.000 Pekerja 30,000.00 90,000.00 90,000.00 0.100 Mandor 65,000.00 6,500.00 6,500.00
Sub. Total 1,018,750.00 230,000.00 1,248,750.00 1 M2 PEKERJAAN BEKESTING 124,875.00 1 M2 PEKERJAAN BEKESTING DUA KALI PAKAI 74,925.00
13 1M2 PERANCAH (STAGER)10.000 Bambu 7,000.00 70,000.00 - 70,000.00 0.400 Paku 14,000.00 5,600.00 5,600.00 0.100 Tukang Kayu 2,500.00 250.00 250.00 0.050 Kepala Tukang Kayu 40,000.00 2,000.00 2,000.00 0.200 Pekerja 45,000.00 9,000.00 9,000.00 0.010 Mandor 30,000.00 300.00 300.00
Sub. Total 75,600.00 11,550.00 87,150.00 1 M2 PEKERJAAN PERANCAH DUA KALI PAKAI 52,290.00
14 100 KG PEMBESIAN 100.000 kg Besi beton 9,500.00 950,000.00 - 950,000.00 2.000 kg Kawat beton 15,000.00 30,000.00 - 30,000.00 1.250 Tukang besi 40,000.00 50,000.00 50,000.00 0.125 Kep. Tukang besi 45,000.00 5,625.00 5,625.00 1.250 Pekerja 30,000.00 37,500.00 37,500.00 0.100 Mandor 65,000.00 6,500.00 6,500.00
1 M 3 BETON (1 : 3 : 5)
m3
m3
1 M 3 BETON (1 : 2 : 3)
m3
m3
1 M 3 BETON K.225
m3
m3
m3
Page 14 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total Sub. Total 980,000.00 99,625.00 1,079,625.00
10,796.25 15 1 M3 BETON PRAKTIS
1.000 Beton 1 : 2 : 3 679,300.00 679,300.00 2.000 Pembesian 1,079,625.00 2,159,250.00 0.400 Bekisting 1,248,750.00 499,500.00
Sub. Total 3,338,050.00
16 1 M3 BETON LANTAI I T= 6 CM + BRC M6 1.000 m3 Beton 1 : 2 : 3 679,300.00 679,300.00 18.300 m2 Pembesian BRC M 6 35,000.00 640,500.00 16.700 m2 Plastik 5,000.00 83,500.00
Sub. Total 1,403,300.00
Page 15 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total
17 1 M3 BETON STRUKTUR FOOT PLAT 1.000 Beton K. 225 757,300.00 757,300.00 1.900 Pembesian 1,079,625.00 2,051,287.50 0.300 Bekisting 1,248,750.00 374,625.00
Sub. Total 3,183,212.50
18 1 M3 BETON STRUKTUR SLOOF 1.000 Beton K. 225 757,300.00 757,300.00 1.650 Pembesian 1,079,625.00 1,781,381.25 0.600 Bekisting 1,248,750.00 749,250.00
Sub. Total 3,287,931.25
19 1 M3 BETON STRUKTUR KOLOM 1.000 Beton K. 225 757,300.00 757,300.00 2.900 Pembesian 1,079,625.00 3,130,912.50 1.000 Bekisting 1,248,750.00 1,248,750.00
Sub. Total 5,136,962.50
20 1 M3 BETON STRUKTUR BALOK 1.000 Beton K. 225 757,300.00 757,300.00 2.250 Pembesian 1,079,625.00 2,429,156.25 1.000 Bekisting 1,248,750.00 1,248,750.00
Sub. Total 4,435,206.25
21 1 M3 BETON STRUKTUR LISTPLANK 1.000 Beton K. 225 757,300.00 757,300.00 1.850 Pembesian 1,079,625.00 1,997,306.25 1.600 Bekisting 1,248,750.00 1,998,000.00 1.000 ls Perancah 150,000.00 150,000.00
Sub. Total 4,902,606.25
22 1 M3 BETON STRUKTUR LANTAI/ATAP 1.000 Beton K. 225 757,300.00 757,300.00 1.200 Pembesian 1,079,625.00 1,295,550.00 0.800 Bekisting 1,248,750.00 999,000.00 8.000 m2 Perancah 50,000.00 400,000.00
Sub. Total 3,451,850.00
23 1 M3 BETON PRAKTIS MEJA WASTAFEL 1.000 Beton K.175 679,300.00 679,300.00 1.000 Pembesian 1,079,625.00 1,079,625.00 0.800 Bekisting 1,248,750.00 999,000.00
Sub. Total 2,757,925.00
24 65.000 Bh Batu Bata 900.00 58,500.00 - 58,500.00 0.300 Zak PC (Cement) 52,000.00 15,600.00 - 15,600.00
0.070 Pasir Pasang 120,000.00 8,400.00 - 8,400.00 0.200 Tukang Batu 40,000.00 - 8,000.00 8,000.00 0.020 Kepala Tukang Batu 45,000.00 - 900.00 900.00 0.400 Pekerja 30,000.00 - 12,000.00 12,000.00 0.020 Mandor 65,000.00 - 1,300.00 1,300.00
Sub. Total 82,500.00 22,200.00 104,700.00
25 12.500 bh Batako 2,250.00 28,125.00 - 28,125.00 0.250 Zak PC (Cement) 52,000.00 13,000.00 - 13,000.00
0.050 Pasir Pasang 120,000.00 6,000.00 - 6,000.00 0.170 Tukang Batu 40,000.00 - 6,800.00 6,800.00 0.020 Kepala Tukang Batu 45,000.00 - 900.00 900.00 0.350 Pekerja 30,000.00 - 10,500.00 10,500.00 0.020 Mandor 65,000.00 - 1,300.00 1,300.00
Sub. Total 47,125.00 19,500.00 66,625.00
1 M 2 PASANGAN BATU BATA
m3
1 M 2 PASANGAN BATAKO
m3
Page 16 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total
26 0.250 Zak PC (Cement) 52,000.00 13,000.00 - 13,000.00
0.025 Pasir Pasang 135,000.00 3,375.00 - 3,375.00 0.140 Tukang Batu 40,000.00 - 5,600.00 5,600.00 0.010 Kepala Tukang Batu 45,000.00 - 450.00 450.00 0.300 Pekerja 30,000.00 - 9,000.00 9,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 16,375.00 15,700.00 32,075.00
27 0.150 Zak PC (Cement) 52,000.00 7,800.00 - 7,800.00 0.150 Zak Miil 10,000.00 1,500.00 1,500.00 1.000 Upah kerja 7,500.00 - 7,500.00 7,500.00
Sub. Total 9,300.00 7,500.00 16,800.00
28
1.100 Kayu kamper 10,000,000.00 11,000,000.00 - 11,000,000.00 17.000 Tukang Kayu 40,000.00 - 680,000.00 680,000.00 1.700 Kepala Tukang Kayu 45,000.00 - 76,500.00 76,500.00 8.500 Pekerja 30,000.00 - 255,000.00 255,000.00 0.250 Mandor 65,000.00 - 16,250.00 16,250.00 45.000 m2 Finishing Ultran 65,000.00 2,925,000.00 2,925,000.00
Sub. Total 11,000,000.00 1,027,750.00 14,952,750.00
29 0.0079 m3 Kayu kamper usuk 4/6 cm 9,000,000.00 71,280.00 - 71,280.00 0.150 kg Paku 10 14,000.00 2,100.00 - 2,100.00 0.150 Tukang Kayu 40,000.00 - 6,000.00 6,000.00 0.015 Kepala Tukang 45,000.00 - 675.00 675.00 0.150 Pekerja 30,000.00 - 4,500.00 4,500.00 0.003 Mandor 65,000.00 - 195.00 195.00 0.600 Finishing 65,000.00 39,000.00 39,000.00
Sub. Total 73,380.00 11,370.00 123,750.00
30
0.006 Reng 2/3 9,000,000.00 54,000.00 - 54,000.00 0.100 kg Paku 10 14,000.00 1,400.00 - 1,400.00 0.100 Tukang Kayu 40,000.00 - 4,000.00 4,000.00 0.010 Kepala Tukang 45,000.00 - 450.00 450.00 0.100 Pekerja 30,000.00 - 3,000.00 3,000.00 0.003 Mandor 65,000.00 - 195.00 195.00
Sub. Total 55,400.00 7,645.00 63,045.00
31 21.000 BJ Genteng 4,000.00 84,000.00 - 84,000.00 0.150 Tukang Kayu 40,000.00 - 6,000.00 6,000.00 0.015 Kepala Tukang Kayu 45,000.00 - 675.00 675.00 0.150 Pekerja 30,000.00 - 4,500.00 4,500.00 0.015 Mandor 65,000.00 975.00 975.00
Sub. Total 84,000.00 12,150.00 96,150.00
32 1 M BUBUNGAN GENTENG 4.000 M' Bubungan 15,000.00 60,000.00 - 60,000.00 1.000 Perekat 12,500.00 12,500.00 12,500.00 0.150 Tukang Kayu 40,000.00 6,000.00 6,000.00 0.015 Kepala Tukang Kayu 45,000.00 - 675.00 675.00 0.300 Pekerja 30,000.00 - 9,000.00 9,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 72,500.00 16,325.00 88,825.00
1 M 2 PLESTERAN
m3
1 M 2 PEKERJAAN ACIAN
1 M 3 KAP Kamper
m3
1 M 2 USUK 4/6
1 M 2 RENG 2/3 KAMPER
m3
1 M 2 PAS. ATAP GENTENG Beton
Page 17 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total 33 1 MPASANG LISTPLANK
0.014 M3 Papan Kamper 11,000,000.00 148,500.00 - 148,500.00 0.150 kg Paku 14,000.00 2,100.00 2,100.00 0.200 Tukang Kayu 40,000.00 8,000.00 8,000.00 0.020 Kepala Tukang Kayu 45,000.00 - 900.00 900.00 0.400 Pekerja 30,000.00 - 12,000.00 12,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 150,600.00 21,550.00 172,150.00
34 1.000 m2 Lambersering Bangkirai 300,000.00 300,000.00 - 300,000.00 0.015 m2 Kayu Kamper 9,000,000.00 135,000.00 135,000.00 0.150 kg Paku 14,000.00 2,100.00 2,100.00 0.100 Tukang kayu 40,000.00 - 4,000.00 4,000.00 0.010 Kep. Tukang kayu 45,000.00 - 450.00 450.00 0.200 Pekerja 30,000.00 - 6,000.00 6,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 437,100.00 11,100.00 448,200.00
35 0.400 m2 Gypsum 9 mm 60,000.00 24,000.00 - 24,000.00 1.000 m2 Rangka metal furing 50,000.00 50,000.00 50,000.00 1.000 Alat bantu 5,000.00 5,000.00 5,000.00 0.200 Tukang kayu 40,000.00 - 8,000.00 8,000.00 0.020 Kep. Tukang kayu 45,000.00 - 900.00 900.00 0.200 Pekerja 30,000.00 - 6,000.00 6,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 79,000.00 15,550.00 94,550.00
36 0.400 m2 Kalsiboart 70,000.00 28,000.00 - 28,000.00 1.000 m2 Rangka metal furing 50,000.00 50,000.00 50,000.00 1.000 Alat bantu 5,000.00 5,000.00 5,000.00 0.200 Tukang kayu 40,000.00 - 8,000.00 8,000.00 0.020 Kep. Tukang kayu 45,000.00 - 900.00 900.00 0.200 Pekerja 30,000.00 - 6,000.00 6,000.00 0.010 Mandor 65,000.00 - 650.00 650.00
Sub. Total 83,000.00 15,550.00 98,550.00 37 1 M2 PINTU BANGKIRAI PANEL DIPROFIL
0.040 Kayu Bangkirai papan 11,000,000.00 440,000.00 - 440,000.00 4.000 Tukang Kayu 40,000.00 - 160,000.00 160,000.00 0.400 Kepala Tukang Kayu 45,000.00 - 18,000.00 18,000.00 4.000 Pekerja 30,000.00 - 120,000.00 120,000.00 0.040 Mandor 65,000.00 - 2,600.00 2,600.00 2.000 m2 Finishing 53,232.50 106,465.00 106,465.00
Sub. Total 546,465.00 300,600.00 847,065.00
38 1 M2 PINTU KACA 6 MM RANGKA BANGKIRAI
0.020 Kayu Bangkirai 11,000,000.00 220,000.00 - 220,000.00 0.800 m2 Kaca 5 mm 95,000.00 76,000.00 76,000.00 2.500 Tukang Kayu 40,000.00 - 100,000.00 100,000.00 0.250 Kepala Tukang Kayu 45,000.00 - 11,250.00 11,250.00 2.500 Pekerja 30,000.00 - 75,000.00 75,000.00 0.025 Mandor 65,000.00 - 1,625.00 1,625.00 0.800 m2 Finishing politur 53,232.50 42,586.00 42,586.00
Sub. Total 296,000.00 187,875.00 526,461.00
39 1 M2 JENDELA KACA 6 MM RANGKA BANGKIRAI
0.018 Kayu Bangkirai 11,000,000.00 198,000.00 - 198,000.00 0.800 m2 Kaca 5 mm 95,000.00 76,000.00 76,000.00 2.000 Tukang Kayu 40,000.00 - 80,000.00 80,000.00 0.200 Kepala Tukang Kayu 45,000.00 - 9,000.00 9,000.00 2.000 Pekerja 30,000.00 - 60,000.00 60,000.00 0.020 Mandor 65,000.00 - 1,300.00 1,300.00 0.800 m2 Finishing politur 53,232.50 42,586.00 42,586.00
1 M 2 PLAFOND LAMBERSIRING
1 M 2 PLAFOND GYBSUM
1 M 2 PLAFOND KALSIBOART
m3
m3
m3
Page 18 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total Sub. Total 274,000.00 150,300.00 466,886.00
Page 19 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total 40 1 M2 PINTU JALUSI BANGKIRAI
0.050 Kayu Bangkirai 12,000,000.00 600,000.00 - 600,000.00 3.500 Tukang Kayu 40,000.00 - 140,000.00 140,000.00 0.350 Kepala Tukang Kayu 45,000.00 - 15,750.00 15,750.00 3.500 Pekerja 30,000.00 - 105,000.00 105,000.00 0.035 Mandor 65,000.00 - 2,275.00 2,275.00 2.500 m2 Finishing Politur 53,232.50 133,081.25 133,081.25
Sub. Total 600,000.00 263,025.00 996,106.25
41 0.050 m3 Kayu papan Berbau 14,000,000.00 700,000.00 - 700,000.00 0.010 M3 Rangka Kayu Bangkirai 12,000,000.00 120,000.00 120,000.00 240,000.00 1.000 ls Alat bantu 40,000.00 40,000.00 40,000.00 80,000.00 0.1000 Kg Paku 14,000.00 1,400.00 1,400.00 2,800.00 0.5000 Hr Tukang kayu 40,000.00 20,000.00 20,000.00 0.0500 Hr Kepala tukang kayu 45,000.00 2,250.00 2,250.00 1.0000 Hr Pekerja 30,000.00 30,000.00 30,000.00 0.0500 Hr Mandor 65,000.00 3,250.00 3,250.00 1.0000 m2 Finishing 53,232.50 - 53,232.50 53,232.50
Sub. Total 861,400.00 270,132.50 1,131,532.50 42 1 M2 KACA tempered 6 MM
1.000 m2 Kaca 6 mm 290,000.00 290,000.00 290,000.00 0.250 Tukang Kayu 40,000.00 - 10,000.00 10,000.00 0.025 Kepala Tukang Kayu 45,000.00 - 1,125.00 1,125.00 0.250 Pekerja 30,000.00 - 7,500.00 7,500.00 0.002 Mandor 65,000.00 - 130.00 130.00
Sub. Total 290,000.00 18,755.00 308,755.00
43 1 M2 KACA MATI 8 MM 1.000 m2 Kaca 8 mm 250,000.00 250,000.00 250,000.00 0.250 Tukang Kayu 40,000.00 - 10,000.00 10,000.00 0.025 Kepala Tukang Kayu 45,000.00 - 1,125.00 1,125.00 0.250 Pekerja 30,000.00 - 7,500.00 7,500.00 0.002 Mandor 65,000.00 - 130.00 130.00
Sub. Total 250,000.00 18,755.00 268,755.00
43 1 M2 FIX CLEAR GLASS 8 MM 1.100 M2 Clear Glass 8 mm 250,000 275,000 - 275,000 1.000 Kayu list 10,000 10,000 10,000 1.000 Upah pasang 30,000 30,000 30,000 1.000 Acces 7,500 7,500 7,500
Sub. Total 275,000 40,000 322,500
43 1 M2 FIX CLEAR GLASS 5 MM 1.100 M2 Clear Glass 5 mm 95,000 104,500 - 104,500 1.000 Kayu list 10,000 10,000 10,000 1.000 Upah pasang 30,000 30,000 30,000 1.000 Acces 7,500 7,500 7,500
Sub. Total 104,500 40,000 152,000 44 1 M2 FIX TEMPER GLASS 10 MM
1.100 M2 tempered Glass 10 mm 475,000 522,500 - 522,500 1.100 m2 Sandblast 155,000 170,500 170,500 1.000 Upah pasang 40,000 40,000 40,000 1.000 Acces 25,000 25,000 25,000
Sub. Total 522,500 40,000 758,000
45 1 M2 FIX TEMPER GLASS 12 MM 1.100 M2 Temper Glass 12 mm 475,000 522,500 - 522,500 1.000 Upah pasang 60,000 60,000 60,000 1.000 Acces 25,000 25,000 25,000
Sub. Total 522,500 60,000 607,500
46
1.100 Kayu Bangkirai 12,000,000.00 13,200,000.00 - 13,200,000.00 220.000 m' Kayu list 1,5 x 5 cm 8,000.00 1,760,000.00 1,760,000.00 15.000 Tukang Kayu 40,000.00 - 600,000.00 600,000.00 1.500 Kepala Tukang Kayu 45,000.00 - 67,500.00 67,500.00
m3
1 M 2 PASANG WOODEN DECK + DUDUKAN
1 M 3 KUZEN BANGKIRAI
m3
Page 20 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total 3.000 Pekerja 30,000.00 - 90,000.00 90,000.00 0.300 Mandor 65,000.00 - 19,500.00 127,950.00 40.000 m2 Finishing 53,232.50 2,129,300.00 2,129,300.00
Sub. Total 14,960,000.00 777,000.00 17,974,750.00 152,700.00 7,900.00 183,400.00
47
1.100 Keramic 40/40 ex Roman 70,000.00 77,000.00 - 77,000.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 103,900.00 24,050.00 127,950.00
48
1.100 Keramic 40/40 ex Roman 75,000.00 82,500.00 - 82,500.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 109,400.00 24,050.00 133,450.00
49
1.100 Keramic 50/50 ex Roman 60,000.00 66,000.00 - 66,000.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 92,900.00 24,050.00 116,950.00
50
1.100 Keramic 30/60 ex Roman 100,000.00 110,000.00 - 110,000.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 136,900.00 24,050.00 160,950.00
51
1.100 Homogenus Tile 60x60 Setara 190,000.00 209,000.00 - 209,000.00 0.400 Zak PC (Cement) 52,000.00 20,800.00 - 20,800.00
0.025 Pasir Pasang 135,000.00 3,375.00 - 3,375.00 1.750 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.600 Tukang Batu 40,000.00 24,000.00 24,000.00 0.300 Kepala Tukang Batu 45,000.00 13,500.00 13,500.00 0.030 Pekerja 30,000.00 900.00 900.00 0.030 Mandor 65,000.00 1,950.00 1,950.00
Sub. Total 239,175.00 40,350.00 279,525.00
52 1 M1 PASANG PLIN KERAMIK 10 X 40 CM 1.100 m' Keramik 40 x 40 cm 7,500.00 8,250.00 - 8,250.00 0.030 Zak PC (Cement) 52,000.00 1,560.00 - 1,560.00 0.002 m3 Pasir Pasang 135,000.00 310.50 - 310.50 0.015 kg Semen warna 6,000.00 6,000.00 6,000.00 0.090 Pekerja 30,000.00 2,700.00 2,700.00
1 M 2 PASANG KERAMIC 40 X 40 (LANTAI ) POLISH
m2
m3
1 M 2 PASANG KERAMIC 40 X 40 (LANTAI ) UNPOLISH
m2
m3
1 M 2 PASANG KERAMIC 30 X 30 (LANTAI )
m2
m3
1 M 2 PASANG KERAMIC 30 X60 (LANTAI ) UNPOLISH
m2
m3
1 M 2 PASANG KERAMIC 60 X 60 CM ( DINDING )
m2
m3
Page 21 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total 0.090 Tukang batu 40,000.00 3,600.00 3,600.00 0.009 Kepala Tukang 45,000.00 405.00 405.00 0.005 Mandor 65,000.00 325.00 325.00
Sub. Total 16,120.50 7,030.00 23,150.50
Page 22 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total
53
1.100 Keramic 20X25 ex Roman 70,000.00 77,000.00 - 77,000.00 0.400 Zak PC (Cement) 52,000.00 20,800.00 - 20,800.00
0.025 Pasir Pasang 135,000.00 3,375.00 - 3,375.00 1.750 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.600 Tukang Batu 40,000.00 24,000.00 24,000.00 0.300 Kepala Tukang Batu 45,000.00 13,500.00 13,500.00 0.030 Pekerja 30,000.00 900.00 900.00 0.030 Mandor 65,000.00 1,950.00 1,950.00
Sub. Total 107,175.00 40,350.00 147,525.00
54
1.100 Keramic 20X20 ex Roman 40,000.00 44,000.00 - 44,000.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 70,900.00 24,050.00 94,950.00
55 1 M2 PEK. PASANGAN LANTAI HOMOGENOUS 60 X 60 CM unpolish
1.100 Homogenus Tile 60x60 Setara 195,000.00 214,500.00 - 214,500.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 241,400.00 24,050.00 265,450.00 56 1 M2 PEK. PASANGAN LANTAI HOMOGENOUS 60 X 60 CM
1.100 Homogenus Tile 60x60 Setara 190,000.00 209,000.00 - 209,000.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00 0.300 Tukang Batu 40,000.00 12,000.00 12,000.00 0.020 Kepala Tukang Batu 45,000.00 900.00 900.00 0.350 Pekerja 30,000.00 10,500.00 10,500.00 0.010 Mandor 65,000.00 650.00 650.00
Sub. Total 235,900.00 24,050.00 259,950.00 57 1 M2 PEK. PASANGAN GRANIT STAR WHITE
1.100 Granite Star White 450,000.00 495,000.00 - 495,000.00 0.350 Zak PC (Cement) 52,000.00 18,200.00 - 18,200.00
0.020 Pasir Pasang 135,000.00 2,700.00 - 2,700.00 1.500 Kg Semen warna 6,000.00 6,000.00 6,000.00
1.000 ls Upah Kerja 75,000.00 - 75,000.00 75,000.00
Sub. Total 521,900.00 75,000.00 596,900.00 55 1 M2 PASANG LANTAI KAYU MERBAU BERANDA
0.030 m3 Papan Merbau 14,000,000.00 420,000.00 - 420,000.00 0.015 m3 Balok Bangkirai 12,000,000.00 180,000.00 - 180,000.00 1.000 LS Alat Bantu 10,000.00 10,000.00 - 10,000.00 1.000 m2 Upah bikin/pasang 75,000.00 - 75,000.00 75,000.00 1.000 m2 Finishing Melamin 80,000.00 80,000.00 80,000.00
Sub. Total 610,000.00 75,000.00 765,000.00
56 1 M2 PEK. PASANGAN BATU BALI GREEN ALUR 1.050 m2 Batu Bali Green Alur 85,000.00 89,250.00 - 89,250.00 1.500 kg Semen warna 6,000.00 9,000.00 - 9,000.00 2.000 m2 Spesi 1 :2 30,000.00 60,000.00 - 60,000.00 1.000 ls Upah Kerja 150,000.00 - 150,000.00 150,000.00
Sub. Total 158,250.00 150,000.00 308,250.00
1 M 2 PASANG KERAMIC 20 X 25 dinding ) POLISH
m2
m3
1 M 2 PASANG KERAMIC 20 X 20 (LANTAI ) UNPOLISH
m2
m3
m2
m3
m2
m3
m2
m3
Page 23 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total
57 1 M2 PEK. PASANGAN PARAS KEROBOKAN 12.000 bj Paras Kerobokan 5,000.00 60,000.00 - 60,000.00 1.500 kg Semen warna 6,000.00 9,000.00 - 9,000.00 2.000 m2 Spesi 1 :2 30,000.00 60,000.00 - 60,000.00 1.000 ls Upah Kerja 75,000.00 - 75,000.00 75,000.00
Sub. Total 129,000.00 75,000.00 204,000.00
58 1 M2 PEK. PASANGAN BATU SERAI RANDOM 1.050 m2 Batu Serai 90,000.00 94,500.00 - 94,500.00 1.500 kg Semen warna 6,000.00 9,000.00 - 9,000.00 2.000 m2 Spesi 1 :2 30,000.00 60,000.00 - 60,000.00 1.000 ls Upah Kerja 150,000.00 - 150,000.00 150,000.00
Sub. Total 163,500.00 150,000.00 313,500.00
59 1 M2 PEK. PASANGAN BATU andesit 1.050 m2 Batu andesit 140,000.00 147,000.00 - 147,000.00 1.500 kg Semen warna 6,000.00 9,000.00 - 9,000.00 1.000 m2 Spesi 1 :2 30,000.00 30,000.00 - 30,000.00 1.000 ls Upah Kerja 45,000.00 - 45,000.00 45,000.00
Sub. Total 186,000.00 45,000.00 231,000.00 59 1 M2 MENGECATAN TEMBOK
0.100 Kg Plamur 15,000.00 1,500.00 1,500.00 0.100 Kg Cat dasar 25,000.00 2,500.00 2,500.00 0.260 Kg Cat Tembok set, ex. ICI Pentali 45,000.00 11,700.00 11,700.00 0.500 lbr Amplas 3,000.00 1,500.00 1,500.00 0.023 Tukang cat 40,000.00 920.00 920.00 0.025 Kepala tukang cat 45,000.00 1,125.00 1,125.00 0.150 Pekerja 30,000.00 4,500.00 4,500.00 0.008 Mandor 65,000.00 520.00 520.00
Sub. Total 17,200.00 7,065.00 24,265.00
60 1 M2 MENGECATAN TEMBOK 0.100 Kg Plamur 15,000.00 1,500.00 1,500.00 0.100 Kg Cat dasar 25,000.00 2,500.00 2,500.00
0.260 Kg Cat tembok penutup (ex. Dul 75,000.00 19,500.00 19,500.00 0.500 lbr Amplas 3,000.00 1,500.00 1,500.00 0.023 Tukang cat 40,000.00 920.00 920.00 0.025 Kepala tukang cat 45,000.00 1,125.00 1,125.00 0.150 Pekerja 30,000.00 4,500.00 4,500.00 0.008 Mandor 65,000.00 520.00 520.00
Sub. Total 25,000.00 7,065.00 32,065.00 1 1 M' MENGECATAN list plafond
0.0130 Kg Plamur 15,000.00 195.00 195.00 0.0338 Kg Cat Tembok set, ex. ICI Pentali 45,000.00 1,519.48 1,519.48 0.008 Tukang cat 40,000.00 327.27 327.27 0.001 Kepala tukang cat 45,000.00 36.82 36.82 0.003 Pekerja 30,000.00 77.92 77.92 0.000 Mandor 65,000.00 21.10 21.10
Sub. Total 1,714.48 463.12 2,177.60
61 5.000 Kg PC 1,040.00 5,200.00 5,200.00 0.010 m3 Pasir ayak 135,000.00 1,350.00 1,350.00
0.5000 Kg Cat penutup Finilex 45,000.00 22,500.00 22,500.00 1.0000 ls Alat batu Spryer 2,500.00 2,500.00 2,500.00 0.0800 Hr Tukang cat 40,000.00 3,200.00 3,200.00 0.0080 Hr Kepala tukang cat 45,000.00 360.00 360.00 0.0400 Hr Pekerja 30,000.00 1,200.00 1,200.00 0.0500 Hr Mandor 65,000.00 3,250.00 3,250.00
Sub. Total 31,550.00 8,010.00 39,560.00 62 1 M2 MENGECAT 2X CAT HALUS WATERPROFING
0.600 Kg waterprofing semen base 40,000.00 24,000.00 24,000.00 1.000 m2 Plester sreed 30,000.00 30,000.00 30,000.00 0.150 Tukang cat 40,000.00 6,000.00 6,000.00 0.015 Kepala tukang cat 45,000.00 675.00 675.00
1 M 2 PEKERJAAN KAMPROT
Page 24 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total 0.300 Pekerja 30,000.00 9,000.00 9,000.00 0.005 Mandor 65,000.00 325.00 325.00
Sub. Total 54,000.00 16,000.00 70,000.00
63 1 M2 MENGECAT BIDANG KAYU BARU 0.200 Kg Cat meni 15,000.00 3,000.00 3,000.00 0.150 Kg Dompul 15,000.00 2,250.00 2,250.00 0.170 Kg Cat dasar 35,000.00 5,950.00 5,950.00 0.260 Kg Cat penutup 50,000.00 13,000.00 13,000.00 0.500 lbr Amplas 3,000.00 1,500.00 1,500.00 0.0900 Tukang cat 40,000.00 3,600.00 3,600.00 0.0060 Kepala tukang cat 45,000.00 270.00 270.00 0.0700 Pekerja 30,000.00 2,100.00 2,100.00 0.0025 Mandor 65,000.00 162.50 162.50
Sub. Total 25,700.00 6,132.50 31,832.50
Page 25 of 88
NoUraian Pekerjaan Harga satuan Bahan Upah Total 64 1 M2 PEK. POLITURAN
0.150 kg politur dasar ( ultran penetran) 45,000.00 6,750.00 6,750.00 0.372 ltr politur jadi ( ultran lasur ) 75,000.00 27,900.00 27,900.00 0.150 ltr Clear ( natural dop) 40,000.00 6,000.00 6,000.00 2.000 lbr Amplas 3,000.00 6,000.00 6,000.00 0.100 Bh Kuas 15,000.00 1,500.00 1,500.00 0.060 Pekerja 30,000.00 1,800.00 1,800.00 0.060 Tukang cat 40,000.00 2,400.00 2,400.00 0.016 Kepala tukang cat 45,000.00 720.00 720.00 0.003 Mandor 65,000.00 162.50 162.50
Sub. Total 46,650.00 6,582.50 53,232.50
65 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 6 CM K 225 1.0000 m2 Perataan tanah dasar 2,500.00 - 2,500.00 2,500.00 1.0000 m2 Paving 20 x 20 cm 55,000.00 55,000.00 55,000.00 0.0690 m3 Pasir Urug 100,000.00 6,900.00 6,900.00 0.1500 oh Tukang Batu 40,000.00 6,000.00 6,000.00 0.0150 oh Kepala Tukang 45,000.00 675.00 675.00 0.3000 oh Pekerja 30,000.00 9,000.00 9,000.00 0.0200 oh Mandor 65,000.00 1,300.00 1,300.00
Sub. Total 61,900.00 19,475.00 81,375.00
66 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 8 CM K 225 1.0000 m2 Perataan tanah dasar 2,500.00 - 2,500.00 2,500.00 1.0000 m2 Paving 20 x 20 cm 70,000.00 70,000.00 70,000.00 0.0690 m3 Pasir Urug 100,000.00 6,900.00 6,900.00 0.1500 oh Tukang Batu 40,000.00 6,000.00 6,000.00 0.0150 oh Kepala Tukang 45,000.00 675.00 675.00 0.3000 oh Pekerja 30,000.00 9,000.00 9,000.00 0.0200 oh Mandor 65,000.00 1,300.00 1,300.00
Sub. Total 76,900.00 19,475.00 96,375.00
67 1 M2 PASANGAN GRESS BLOCK TEBAL 8 CM K 225 1.0000 m2 Perataan tanah dasar 2,500.00 - 2,500.00 2,500.00 1.0000 m2 Grees block 55,000.00 55,000.00 55,000.00 0.0690 m3 Pasir Urug 100,000.00 6,900.00 6,900.00 0.1500 oh Tukang Batu 40,000.00 6,000.00 6,000.00 0.0150 oh Kepala Tukang 45,000.00 675.00 675.00 0.3000 oh Pekerja 30,000.00 9,000.00 9,000.00 0.0200 oh Mandor 65,000.00 1,300.00 1,300.00
Sub. Total 61,900.00 19,475.00 81,375.00
68 1 M1 KANSTEIN 15X20X30 CM K225 1.0000 m1 Kanstein 15x20x30 cm K225 55,000.00 55,000.00 55,000.00 0.1500 zak Semen 50 Kg 52,000.00 7,800.00 7,800.00 0.0023 m3 Pasir Pasang 120,000.00 276.00 276.00 0.1500 oh Tukang Batu 40,000.00 6,000.00 6,000.00 0.0150 oh Kepala Tukang 45,000.00 675.00 675.00 0.3000 oh Pekerja 30,000.00 9,000.00 9,000.00 0.0050 oh Mandor 65,000.00 325.00 325.00
Total : 63,076.00 16,000.00 79,076.00
DAFTAR HARGA SATUAN UPAH DAN BAHAN
NO. URAIAN SATUAN HARGA SATUAN
I HARGA SATUAN UPAH KERJA
1 Mandor / Hari 65,000
2 Kep. Tukang kayu / Hari 45,000
3 Tukang kayu / Hari 40,000
4 Kep. Tukang batu / Hari 45,000
5 Tukang batu / Hari 40,000
6 Kep. Tukang besi / Hari 45,000
7 Tukang besi / Hari 40,000
8 Kep. Tukang Cat / Hari 45,000
9 Tukang cat / Hari 40,000
10 Tukang gali / Hari 35,000
11 Pekerja / Hari 30,000
II HARGA SATUAN BAHAN
1 Koral cor 135,000
2 Pasir cor 120,000
3 Pasir Pasang 135,000
4 Pasir Urug 100,000
5 Lime Stone 120,000
6 (PC) Cement Gresik Zak 52,000
7 Besi Kg 9,500
8 Kawat Beton Kg 15,000
9 Batu Karang 110,000
10 Batu Bata Bj 900
11 Batako Bh 2,250
12 Bambu bj 7,000
13 Kayu Bangkirai balok 12,000,000
14 Kayu Bangkirai papan 13,500,000
15 Kayu Merbau papan 14,000,000
16 Kayu Meranti 2,000,000
17 Kayu Kamper balok 9,000,000
18 Kayu Kamper papank 10,000,000
19 Kayu Bekisting 1,600,000
20 Dolken m' 152,250
21 Plywood 9 mm Lbr 115,000
22 Plywood 6 mm Lbr 75,000
23 Plywood 4 mm Lbr 65,000
24 Aluminiumfoil m2 7,500
25 Gybsum 9 mm lbr 60,000
26 Kasiboart lbr 70,000
27 Rangka plafond Holow m2 50,000
28 Paku 7 - 10 kg 14,000
29 Kaca polos 6 mm m2 150,000
30 Kaca polos 8 mm m2 250,000
31 Kaca polos 10 mm m2 290,000
32 Kaca tempered 6 mm m2 290,000
33 Kaca tempered 10 mm m2 475,000
34 Keramic 40 x 40( Floor ) Ex Roman polish 70,000
35 Keramic 40 x 40( Floor ) Ex Roman unpolish 75,000
36 Keramic 30 x 30( Floor ) Ex Roman 60,000
37 Keramic 30 x 60( Floor ) Ex Roman unpolish 100,000
38 Keramic 32,5 x 32,5 (Floor Ex Roman) polish 65,000
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m3
m2
m2
m2
m2
m2
NO. URAIAN SATUAN HARGA SATUAN
39 Keramic 20 x 20(Floor Ex Roman) unpolish 40,000
40 Keramic 30 x 60 (Wall Ex Roman) 70,000 41 Ubin "Niro Granite" 60x60 cm, A-280-Joyce unpolish m2 195,000 42 Ubin "Niro Granite" 60x60 cm, A-280-Joyce polish m2 190,000 43 Granit Black Gold m2 850,000 44 Granit Star White m2 450,000 45 Granit China Red m2 460,000
46 Genteng Plentong Jatiwangi bj 2,250
47 Bubungan 10,000
48 Batu hjau Sukabumi 10x20 m2 125,000
49 Palimanan tbl. 3 cm m2 150,000
m2
m2
m1
NO. URAIAN SATUAN HARGA SATUAN
50 Palimahan tbl. 5 cm m2 200,000
51 Batu Bali Green Alur m2 85,000
52 Batu Serai Random m2 90,000
53 Paras Kerobokan bj 5,000
54 Amplas lbr 3,000
55 Plamur Kg 15,000
56 Cat meni kayu Kg 15,000
57 Cat dasar kayu ( emco ) Kg 35,000
58 Cat penutup ( emco ) Kg 50,000
59 Politur (ultran lasur) Kg 75,000
60 Politur dasar (ultran penetran) Kg 45,000
61 Clear dop Kg 40,000
62 Cat tembok dasar Kg 25,000
63 Cat Tembok set, ex. ICI Pentalite paint Kg 45,000
64 Cat tembok penutup (ex. Dulux watershield) Kg 75,000
65 Cat Emco Kg 50,000
66 Politur Vernis ltr 30,000
67 Waterprofing Kg 40,000
68 Thiner Kg 20,000
69 Minyak bekisting ltr 2,500
70 Kunci Pintu Ex Solid bh 375,000
71 Engsel Jendela ps 75,000
72 Grendel Jendela bh 35,000
73 Kait angin bh 50,000
74 Paving block 20 x 20 tb. 6 cm K. 225 m' 55,000
75 Paving block 20 x 20 tb. 8 cm K. 225 m' 70,000
76 Grass block 20 x 20 tb. 8 cm K. 225 m2 55,000
77 Kanstin t = 30 cm m2 55,000
SPESIFIKASI TEKNIS/BAHAN
NO ITEM PEKERJAAN SPESIFIKASI
I PEKERJAAN URUGAN 1 Urugan Tanah Tanah Biasa 2 Urugan pasir ex Karangasem
II PEKERJAAN PASANGAN DAN BETON 1 Batu Kali Batu Kali Ada Bidang Pecah 2 Batu Bata Tebal Eks Tolikup 3 Pasir Bersih ex Karangasem 4 Koral Bersih ex Karangasem 5 Batu pecah 1/2 Pecah mesin 6 Semen PC Ex Gresik/ tiga roda 7 Besi beton U 24, U 39 ex Hanil 8 Pas. Lantai Keramik 30 x 30 non slip,
Keramik 40 x 40 ex. Roman Keramik 60 x 60 Setara Granito mosaik
9 Pas. Dinding Keramik Keramik 30x60 ex. Roman
III PEKERJAAN STRUKTUR 1 Praktis K 175 2 Sloof K 225 3 Kolom K 225 4 Balok K 225 5 Pelat K 225 6 Ring K 225
IV KUSEN DAN JENDELA 1 Kusen Kayu Bangkirai 2 Jendela Kaca Kayu bangkirai + kaca 5 mm 3 Daun Pintu Panel Kayu Bangkirai 4 Daun Pintu / Jendela Plus Kaca Bangkirai dan Kaca Bening 5 mm
V AKSESORIS PINTU/JENDELA Setara Decksson
VI PEKERJAAN ATAP EXPOSE 1 Rangka Atap Kayu Bangkirai
Baja ringan 2 Usuk/reng Kayu Bangkirai
Baja ringan 3 Listplank Papan Bangkirai 3/20 4 Genteng Sirap
genteng beton duco 5 Bubungan Sirap
beton duco
VII FINISHING 1 Pekerjaan Dinding dalam Setara Pentalite 2 Pekerjaan Dinding luar Setara Weathersield 3 Kusen Dan Pintu Polituran Ultran P 01
NO ITEM PEKERJAAN SPESIFIKASI
VIII SANITARI 1 Bathtub TOTO 2 Kloset Duduk TOTO 3 Kloset jongkok Porselin 4 Washtafel TOTO 5 Paper Holder TOTO 6 Kran Air setara TOTO 7 Double robe hook TOTO 8 Head Shower TOTO 9 Floor Drain TOTO 10 Bak mandi 11 Jet Washer TOTO
BILL OFF QUANTITY
Proyek : Private HouseSub Proyek : Building (Finishing Work)Lokasi : Kerobokan, Kuta - BaliOwner : Mr. Graham
No. DescriptionVolume
panjang luastotal berat
(m3) panjang besi jenis
I Office
1 R. concrete footing foundation, type P2 (120x120x20) 6.94- besi 19 0.000283385 54.40 7850.00- besi 16 0.00020096 41.60 7850.00
2 R. concrete footing foundation, type P3 (220x220x80) 38.72- besi 19 0.000283385 68.00 7850.00- besi 16 0.00020096 51.20 7850.00
3 R. concrete ground beam structure TB (20/30 cm) 1.11 18.49- besi 16 0.00020096 73.96 7850.00- besi 13 0.000132665 36.98 7850.00
0.00005024 163.81 7850.004 R. concrete column K1 (40/13 cm) pedestal 0.41 7.80
- besi 16 0.00020096 64.80 7850.000.0000785 73.54 7850.00
5 R. concrete column K1 (45/45 cm) ground floor 1.13 21.75- besi 16 0.00020096 130.50 7850.00
0.0000785 203.00 7850.006 0.12 7.35
- besi 13 0.000132665 29.40 7850.000.00005024 37.08 7850.00
7 25.88 95.85- besi 19 0.000283385 1150.20 7850.00- besi 16 0.00020096 191.70 7850.00
0.00011304 2676.36 7850.007 13.60 90.65
- besi 16 0.00020096 453.25 7850.00- besi 13 0.000132665 181.30 7850.00- besi 10 0.0000785 362.60 7850.00
0.0000785 1234.54 7850.008 R. concrete beam structure B6 (45/60 cm) upper floor 11.15 41.30
- besi 19 0.000283385 578.20 7850.00- besi 16 0.00020096 82.60 7850.00
0.00011304 729.08 7850.009 13.86 92.40
- besi 16 0.00020096 739.20 7850.00- besi 13 0.000132665 184.80 7850.00
0.0000785 1258.34 7850.0010 1.32 21.99
- besi 16 0.00020096 131.94 7850.00- besi 13 0.000132665 43.98 7850.00
0.0000785 212.30 7850.00
11 R. concrete beam structure B2 (40/60 cm) roof 0.00 0.00- besi 19 0.000283385 0.00 7850.00- besi 16 0.00020096 0.00 7850.00
0.0000785 2.10 7850.0012 R. concrete beam structure B5 (30/50 cm) roof 0.00 0.00
- besi 16 0.00020096 0.00 7850.00- besi 13 0.000132665 0.00 7850.00- besi 10 0.0000785 0.00 7850.00
0.0000785 1.70 7850.0013 R. concrete beam structure B8 (30/50 cm) roof 5.65 37.66
- besi 16 0.00020096 301.31 7850.00- besi 13 0.000132665 75.33 7850.00
0.0000785 513.93 7850.0014 R. concrete beam structure B10 (20/40 cm) roof 3.62 45.26
- besi 16 0.00020096 362.08 7850.00- besi 13 0.000132665 90.52 7850.00
0.0000785 472.00 7850.0015 R. concrete beam structure B11 (20/50 cm) roof 7.40 74.00
- besi 16 0.00020096 518.00 7850.00- besi 13 0.000132665 148.00 7850.00
- besi ф 8
- besi ф10
- besi ф10R. concrete column K1 (45/45 cm) upper floor
- besi ф8R. concrete beam structure B1 (45/60 cm) upper floor
- besi ф12R. concrete beam structure B5 (30/50 cm) upper floor
- besi ф10
- besi ф12R. concrete beam structure B8 (30/50 cm) upper floor
- besi ф10R. concrete beam structure B10 (15/40 cm) upper floor
- besi ф10
- besi ф10
- besi ф10
- besi ф10
- besi ф10
No. DescriptionVolume
panjang luastotal berat
(m3) panjang besi jenis
0.0000785 889.50 7850.0016 R. concrete ground slab floor (t = 10 cm), M7 single layer 29.09 290.8717 1.50 12.46
0.0000785 149.52 7850.0018 24.16 241.58
0.0000785 1738.13 7850.00
II BOH
1 R. concrete footing foundation, type P1 (120x120x30) 9.07- besi 16 0.00020096 581.40 7850.00- besi 13 0.000132665 397.80 7850.00
2 R. concrete footing foundation, type P2 (170x170x60) 10.40- besi 19 0.000283385 540.00 7850.00- besi 16 0.00020096 306.00 7850.00
3 R. concrete footing foundation, type P3 (220x220x80) 69.70- besi 22 0.00037994 2667.60 7850.00- besi 19 0.000283385 1504.80 7850.00
4 R. concrete ground beam structure TB (25/40 cm) 46.29 462.90- besi 16 0.00020096 3703.20 7850.00- besi 13 0.000132665 925.80 7850.00
0.00005024 5185.88 7850.005 R. concrete column K1 (45/45 cm) pedestal 7.13 35.20
- besi 19 0.000283385 691.20 7850.000.00011304 536.94 7850.00
6 R. concrete column K2 (45/45 cm) pedestal 1.78 8.80- besi 19 0.000283385 216.00 7850.00
0.00011304 135.66 7850.007 R. concrete column K3 (30/30 cm) pedestal 4.16 46.20
- besi 16 0.00020096 656.40 7850.000.0000785 481.78 7850.00
8 R. concrete column K5 (45/45cm) pedestal 1.78 19.80- besi 16 0.00020096 523.20 7850.00
0.00011304 302.86 7850.009 R. concrete column K1 (45/45 cm) ground floor 14.90 73.60
- besi 19 0.000283385 1177.60 7850.000.00011304 1120.62 7850.00
10 R. concrete column K2 (45/45 cm) ground floor 3.73 18.40- besi 19 0.000283385 368.00 7850.00
0.00011304 281.58 7850.0011 R. concrete column K3 (30/30 cm) ground floor 7.04 78.20
- besi 16 0.00020096 938.40 7850.000.0000785 814.58 7850.00
12 R. concrete column K5 (45/45cm) ground floor 3.73 41.40- besi 16 0.00020096 993.60 7850.00
0.00011304 631.18 7850.0013 R. concrete column K1 (45/45 cm) 1st floor 13.61 67.20
- besi 19 0.000283385 1075.20 7850.000.00011304 1023.34 7850.00
14 R. concrete column K2 (45/45 cm) 1st floor 3.40 16.80- besi 19 0.000283385 336.00 7850.00
0.00011304 257.26 7850.0015 R. concrete column K3 (30/30 cm) 1st floor 6.43 71.40
- besi 16 0.00020096 856.80 7850.000.0000785 743.86 7850.00
16 R. concrete column K5 (45/45cm) 1st floor 3.40 37.80- besi 16 0.00020096 555.60 7850.00
0.00011304 576.46 7850.0017 R. concrete column K1 (45/45 cm) 2nd floor 7.29 36.00
- besi 19 0.000283385 576.00 7850.000.00011304 549.10 7850.00
R. concrete column K2 (45/45 cm) 2nd floor 1.15 3.83- besi 19 0.000283385 115.00 7850.00
0.00011304 76.00 7850.0018 18.90 70.00
- besi 19 0.000283385 840.00 7850.00- besi 16 0.00020096 140.00 7850.00
0.00011304 1955.28 7850.0019 26.46 98.00
- besi 19 0.000283385 980.00 7850.00- besi 16 0.00020096 196.00 7850.00
- besi ф10
R. concrete plate upper floor (t =13 cm)- besi ф10R. concrete plate roof (t =10 cm)- besi ф10
- besi ф 8
- besi ф12
- besi ф12
- besi ф10
- besi ф12
- besi ф12
- besi ф12
- besi ф10
- besi ф12
- besi ф12
- besi ф12
- besi ф10
- besi ф12
- besi ф12
- besi ф12R. concrete beam structure B1 (45/60 cm) 1st floor
- besi ф12R. concrete beam structure B2 (45/60 cm) 1st floor
No. DescriptionVolume
panjang luastotal berat
(m3) panjang besi jenis
0.0000785 1727.00 7850.0018 3.78 14.00
- besi 19 0.000283385 210.00 7850.00- besi 16 0.00020096 28.00 7850.00
0.00011304 422.70 7850.0019 4.68 26.00
- besi 19 0.000283385 260.00 7850.00- besi 16 0.00020096 52.00 7850.00
0.00011304 550.79 7850.0020 8.48 56.50
- besi 16 0.00020096 282.50 7850.00- besi 13 0.000132665 113.00 7850.00- besi 10 0.0000785 226.00 7850.00
0.0000785 770.10 7850.000.00 0.00
- besi 19 0.000283385 0.00 7850.00- besi 16 0.00020096 0.00 7850.00
0.00011304 3.05 7850.0022 14.13 94.20
- besi 16 0.00020096 753.60 7850.00- besi 13 0.000132665 188.40 7850.00
0.0000785 1282.82 7850.0023 R. concrete beam structure B1 (12/75 cm) 2nd floor 0.40 4.50
- besi 19 0.000283385 63.00 7850.00- besi 16 0.00020096 9.00 7850.00
0.00011304 1.84 7850.0024 #REF! #REF!
- besi 16 0.00020096 7850.00- besi 13 0.000132665 #REF! 7850.00- besi 10 0.0000785 7850.00
0.0000785 #REF! 7850.0025 8.64 32.00
- besi 19 0.000283385 256.00 7850.00- besi 16 0.00020096 64.00 7850.00
0.00011304 565.40 7850.0026 14.13 94.20
- besi 16 0.00020096 753.60 7850.00- besi 13 0.000132665 188.40 7850.00
0.0000785 1282.82 7850.0027 R. concrete beam structure B10 (20/40 cm) roof 5.48 20.30
- besi 16 0.00020096 162.37 7850.00- besi 13 0.000132665 40.59 7850.00
0.0000785 245.06 7850.0028 R. concrete beam structure B11 (20/50 cm) roof 15.15 101.00
- besi 16 0.00020096 707.00 7850.00- besi 13 0.000132665 202.00 7850.00
0.0000785 1213.50 7850.00R. concrete beam structure B8 (30/50 cm) roof 0.00 0.00- besi 16 0.00020096 0.00 7850.00- besi 13 0.000132665 0.00 7850.00
0.0000785 1.50 7850.0030 R. concrete ground slab floor (t = 10 cm), M7 single layer 50.83 508.2531 29.25 225.00
0.0000785 2874.00 7850.0032 85.38 656.75
0.0000785 8103.50 7850.0033 29.25 292.50
0.0000785 3710.00 7850.0034 R. concrete stairs 17.53
0.0000785 876.20 7850.00
- besi ф10R. concrete beam structure B3 (45/60 cm) 1st floor
- besi ф12R. concrete beam structure B4 (30/60 cm) 1st floor
- besi ф12R. concrete beam structure B5 (30/50 cm) 1st floor
- besi ф10R. concrete beam structure B6 (45/60 cm) 1st floor
- besi ф12R. concrete beam structure B8 (30/50 cm) 1st floor
- besi ф10
- besi ф12R. concrete beam structure B5 (30/50 cm) 2nd floor
- besi ф10R. concrete beam structure B7 (45/60 cm) 2nd floor
- besi ф12R. concrete beam structure B8 (30/50 cm) 2nd floor
- besi ф10
- besi ф10
- besi ф10
- besi ф10
R. concrete plate 1st floor (t =13 cm)- besi ф10R. concrete plate 2nd floor (t =13 cm)- besi ф10R. concrete plate roof (t =10 cm)- besi ф10
- besi ф10
waste total berat total
(kg)
1.00 121.021.00 65.63
186.641.00 151.271.00 80.77
232.041.00 116.671.00 38.511.00 64.60
219.791.00 102.221.00 45.32
147.541.00 205.871.00 125.09
330.961.05 32.151.05 15.35
47.501.05 2686.64 1.05 317.531.05 2493.65
5497.821.05 750.771.05 198.251.05 234.621.05 798.79
1982.431.05 1350.561.05 136.821.05 679.31
2166.691.05 1224.421.05 202.081.05 814.19
2240.691.00 208.141.00 45.801.00 130.83
384.77
1.05 0.001.05 0.001.05 1.36
1.361.05 0.001.05 0.001.05 0.001.05 1.10
1.10
1.05 499.101.05 82.371.05 332.53
914.00
1.05 599.751.05 98.981.05 305.40
1004.14
1.05 858.021.05 161.84
waste total berat total
(kg)
1.05 575.541595.40
1.05 96.7496.74
1.05 1124.631124.63
1.05 963.041.05 434.99
1398.03
1.05 1261.331.05 506.86
1768.19
1.05 8354.001.05 3514.91
11868.92
1.05 6134.031.05 1012.351.05 2147.49
9293.87
1.05 1614.511.05 500.28
2114.79
1.05 504.531.05 126.40
630.93
1.05 1087.271.05 311.73
1399.00
1.05 866.641.05 282.18
1148.82
1.05 2750.641.05 1044.12
3794.76
1.05 859.571.05 262.36
1121.93
1.05 1554.381.05 527.06
2081.44
1.05 1645.811.05 588.09
2233.90
1.05 2511.451.05 953.48
3464.93
1.05 784.831.05 239.70
1024.53
1.05 1419.211.05 481.30
1900.52
1.05 920.301.05 537.11
1457.41
1.05 1345.421.05 511.61
1857.04
1.00 255.831.00 67.44
323.27
1.05 1962.071.05 231.901.05 1821.80
4015.77
1.05 2289.081.05 324.66
waste total berat total
(kg)
1.05 1117.433731.17
1.05 490.521.05 46.381.05 393.84
930.74
1.05 607.311.05 86.131.05 513.19
1206.63
1.05 467.941.05 123.561.05 146.231.05 498.28
1236.01
1.05 0.001.05 0.001.05 2.84
2.84
1.05 1248.271.05 206.011.05 830.03
2284.32
1.05 147.161.05 14.911.05 1.71
163.78
1.00 0.001.00 #REF!1.00 0.001.00 #REF!
#REF!
1.05 597.971.05 106.011.05 526.80
1230.78
1.05 1248.271.05 206.011.05 830.03
2284.32
1.05 268.951.05 44.391.05 158.56
471.90
1.05 1171.081.05 220.891.05 785.18
2177.15
1.05 0.001.05 0.001.05 0.97
0.97
1.05 1859.581859.58
1.05 5243.265243.26
1.05 2400.502400.50
1.05 566.93566.93
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Galian Pondasi MenerusSATUAN : M3
NO DRAWING DIMENSIONa b c d
1
A 1'1 1.00 0.80 3.83 A' 1'1 1.00 0.80 3.89 B 1'1 1.00 0.80 3.77 1' AB 1.00 0.80 3.50
TOTAL VOLUME
b
CALCULATION SHEET
: Villa Nakula: M3: %
JUMLAH LUAS VOLUME
0.80 3.06 0.80 3.11 0.80 3.02 0.80 2.80
3.20 11.99
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Galian Pondasi Foot PlatSATUAN : M3
NO DRAWING DIMENSIONa b c d
1 VILLA 01 2.20 1.20 1.20
P2 2.20 0.67 1.20
TOTAL VOLUME
BOBOT THD ITEM PEK.
P1
b
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEe f
2.00 3.17 6.34 4.00 1.78 7.11
4.94 13.44
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Lapisan Pasir Bawah Pondasi MenerusSATUAN : M3
NO DRAWING DIMENSIONa b c
1 VILLA 01A 1'1 0.05 0.53 3.83 A' 1'1 0.05 0.80 3.89 B 1'1 0.05 0.80 3.77 1' AB 0.05 0.53 3.50
TOTAL VOLUME
ab
c
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEd e f
VILLA 01 0.03 0.10 0.04 0.16 0.04 0.15 0.03 0.09
0.13 0.50
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Beton Rabat Bawah Pondasi Telapak (1 : 3 : 5)SATUAN : M3
NO DRAWING DIMENSION
a b c
P1 1.20 0.05 1.20
P2 0.67 0.05 1.20
TOTAL VOLUME
c
ab
CALCULATION SHEET
PROJECT : Villa Nakula
VOLUME KONTRAK : M3
BOBOT : %
DIMENSION JUMLAH LUAS VOLUME
d e f
2.00 0.07 0.14 4.00 0.04 0.16
0.11 0.30
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Aanstamping / Batu KosongSATUAN : M3
NO DRAWING DIMENSIONa b c d
VILLA 01A 1'1 0.15 0.53 3.83 A' 1'1 0.15 0.80 3.89 B 1'1 0.15 0.80 3.77 1' AB 0.15 0.53 3.50
TOTAL VOLUME
a
b b
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEe f
- - - - 0.08 0.30 0.12 0.47 0.12 0.45 0.08 0.28
0.40 1.50
CALCULATION SHEET
NO. ITEM : PROJECTITEM PEKERJAAN : Aanstamping / Batu Kosong VOLUME KONTRAKSATUAN : M3 BOBOT
NO DRAWING DIMENSION a b c d e
KANTORA 1'1 0.250 0.425 0.650 3.83 A' 1'1 0.250 0.700 0.650 3.89 B 1'1 0.250 0.700 0.650 3.77 1' AB 0.250 0.425 0.650 3.50
TOTAL VOLUME
a
b
c
CALCULATION SHEET
: Villa NakulaVOLUME KONTRAK : M3
: %
DIMENSION JUMLAH LUAS VOLUMEf
- - - - 0.22 0.84 0.31 1.20 0.31 1.16 0.22 0.77
- - 1.06 3.97
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Urugan Tanah / LimestoneSATUAN : M3
NO DRAWING DIMENSIONa b c
lt 1 1.79 2.27 2.70
TOTAL VOLUME
b
b
b
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEd e f
10.97 - - - - -
10.97
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Pemadatan StamperSATUAN : M3
NO DRAWING DIMENSIONa b c d
1 lt 1 0.05 2.27 2.70
TOTAL VOLUME
b
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEe f
0.31
0.31
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Beton RabatSATUAN : M3
NO DRAWING DIMENSIONa b c d
1 lt 1 0.06 3.83 3.50
TOTAL VOLUME
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEe f
13.40 0.80
0.80
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Beton RabatSATUAN : M3
NO DRAWING DIMENSIONa b c d
1 lt 1 0.05 3.83 3.50
TOTAL VOLUME
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEe f
13.40 0.67
0.67
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Beton Pondasi Telapak dan Kolom di bawah Sloof, SATUAN : M3
NO DRAWING DIMENSIONa b c
1VILLA 01
P1 0.20 1.20 1.20 P2 0.20 0.67 1.20
Kolom di bawah sloof (k1)
TOTAL VOLUME
a
f
d
b
CALCULATION SHEET
PROJECT : Villa NakulaVOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEd e f
VILLA 01 2.00 0.29 0.58 4.00 0.16 0.64
0.13 0.40 1.30 6.00 0.07 0.41
0.52 1.62
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Beton RabatSATUAN : M3
NO DRAWING DIMENSIONa b c d
VILLA 01 lt 1 0.12
TOTAL VOLUME
CALCULATION SHEET
PROJECT :VOLUME KONTRAK :BOBOT :
DIMENSION JUMLAH LUASe f
VILLA 01 12.46
CALCULATION SHEET
Villa NakulaM3%
LUAS VOLUME
1.50
1.50
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Sloof Beton Bertulang SATUAN : M3
NO DRAWING DIMENSIONa b c d
VILLA 011 A 1'1 0.20 0.30 3.83
A' 1'1 0.20 0.30 3.89 B 1'1 0.20 0.30 3.77 1' AB 0.20 0.30 3.50
TOTAL VOLUME
a
b
c
c
cc
CALCULATION SHEET
PROJECT : Villa Nakula VOLUME KONTRAK : M3 BOBOT : %
DIMENSION JUMLAH LUAS VOLUME e f
VILLA 01 0.06 0.23 0.06 0.23 0.06 0.23
2.00 0.06 0.42 - - - - - - - - - - - - - - - -
- - 0.24 1.11
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : Kolom Beton Bertulang SATUAN : M3
NO DRAWING DIMENSIONa b
1L1
A 1' 0.13 0.40 A 1' 0.13 0.13 B 1' 0.13 0.40 A' 1' 0.13 0.40 A' 1' 0.13 0.13
L2
A 1' 0.13 0.13 A' 1' 0.13 0.13
Pagar
kolom 0.40 0.75
a
b
c
b c
a
b
b c
a
b
b
c
a
b
b c
CALCULATION SHEET
PROJECT : Villa Nakula VOLUME KONTRAK : M3BOBOT : %
DIMENSION JUMLAH LUAS VOLUMEc d e f
kll
2.45 2.00 1.06 0.052 0.25 2.597 2.45 2.00 0.52 0.0169 0.08 1.274 4.75 2.00 1.06 0.052 0.49 5.035 2.45 3.00 1.06 0.052 0.38 2.597 2.45 1.00 0.52 0.0169 0.04 1.274
10.00 4.22 0.19 1.26 12.78
2.25 1.00 0.52 0.0169 0.04 1.17 2.25 1.00 0.52 0.0169 0.04 1.17
2.00 1.04 0.03 0.08 2.34
3.58 2.00 2.30 0.3 2.15
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : balok Beton Bertulang SATUAN : M3
NO DRAWING DIMENSIONa b c d
VILLA 011 A 1'1 0.15 0.40 3.83
A' 1'1 0.15 0.40 3.89 B 1'1 0.15 0.40 3.77 1' AB 0.15 0.40 3.50 1 AB 0.15 0.40 3.50
TOTAL VOLUME
a
b
cc
CALCULATION SHEET
PROJECT : Villa Nakula VOLUME KONTRAK : M3 BOBOT : %
DIMENSION JUMLAH LUAS VOLUME e f
VILLA 01 0.06 0.23 0.06 0.23 0.06 0.23
2.00 0.06 0.42 0.06 0.21
0.30 1.32
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN : balok Beton Bertulang SATUAN : M3
NO DRAWING DIMENSIONa b c d
VILLA 011 D 123 0.15 0.15 5.50
C' 123 0.15 0.15 5.50 2' CD 0.15 0.15 4.26 1' CD 0.15 0.15 4.26
TOTAL VOLUMEpagar 0.12 0.75 4.50
a
b
cc
CALCULATION SHEET
PROJECT : Villa Nakula VOLUME KONTRAK : M3 BOBOT : %
DIMENSION JUMLAH LUAS VOLUME e f
VILLA 01 0.02 0.12 0.02 0.12 0.02 0.10 0.02 0.10
0.09 0.44 0.09 0.40
CALCULATION SHEET
NO. ITEM : PROJECTITEM PEKERJAAN : Dinding (Pas. Batu Bata 1 : 5) VOLUME KONTRAKSATUAN : M2 BOBOT
NO DRAWING DIMENSION
a b c d e
VILLA 01 Lt 1
1 1' AA' 2.70 2.40 1'' ABB' 4.66 4.75 0.13 0.40 4.75 1 A'B 1.50 2.45 A 1'1 3.83 4.75
lt 22' CD 4.26 2.60 0.90 2.40 1' CD 4.26 2.15 2.45 1.90 1' A'B 2.70 0.90 D 12 5.50 2.50 C' 3'2' 2.00 2.73 0.90 2.40 C1'1 1.50 2.60 A' 11' 0.83 2.30
CALCULATION SHEET
: Villa Nakula VOLUME KONTRAK : M3
: %
DIMENSION JUMLAH LUAS VOLUME
f
VILLA 01
1.00 6.48 1.00 21.88 1.00 3.68 1.00 18.18
50.22
1.00 8.92 1.00 4.52 1.00 2.43 1.00 13.75 1.00 3.29 1.00 3.90
1.00 1.90 38.71
CALCULATION SHEET
NO. ITEM : PROJECTITEM PEKERJAAN : plester (Pas. Batu Bata 1 : 5) VOLUME KONTRAKSATUAN : M2 BOBOT
NO DRAWING DIMENSION
a b c d e
VILLA 01 Lt 1 Lt 1
1 1' AA' 2.70 2.40 1'' ABB' 4.66 4.75 0.13 0.40 4.75 1 A'B 1.50 2.45 A 1'1 3.83 4.75
lt 22' CD 4.26 2.60 0.90 2.40 1' CD 4.26 2.15 2.45 1.90 1' A'B 2.70 0.90 D 12 5.50 2.50 C' 3'2' 2.00 2.73 0.90 2.40 C1'1 1.50 2.60 A' 11' 0.83 2.30
Kolom IKolom 2
CALCULATION SHEET
: Villa Nakula VOLUME KONTRAK : M3
: %
DIMENSION JUMLAH LUAS VOLUME
f
VILLA 01
2.00 12.96 2.00 44.16 2.00 7.35 1.00 18.18
82.65
2.00 17.85 2.00 9.03 2.00 4.86 2.00 27.50 2.00 6.58
2.00 7.80 2.00 3.79
77.42 12.78 2.34
CALCULATION SHEET
NO. ITEM : PROJECTITEM PEKERJAAN : plester (Pas. Batu Bata 1 : 5) VOLUME KONTRAKSATUAN : M2 BOBOT
NO DRAWING DIMENSION
a b c d e
VILLA 01 Lt 1 Lt 1 Lt 1
1 1' AA' 2.70 2.40 1 A'B 1.50 2.45
lt 22' CD 4.26 2.60 0.90 2.40 1' CD 4.26 2.15 2.45 1.90 1' A'B 2.70 0.90 D 12 5.50 2.50 C' 3'2' 2.00 2.73 0.90 2.40 C1'1 1.50 2.60 A' 11' 0.83 2.30
Kolom IKolom 2
CALCULATION SHEET
: Villa Nakula VOLUME KONTRAK : M3
: %
DIMENSION JUMLAH LUAS VOLUME
f
VILLA 01
2.00 12.96 2.00 7.35
20.31
2.00 17.85 2.00 9.03 2.00 4.86 2.00 27.50 2.00 6.58
2.00 7.80 2.00 3.79
77.42 12.78 2.34
CALCULATION SHEET
NO. ITEM : PROJECTITEM PEKERJAAN : Kusen dan Daun Pintu ,Jendela VOLUME KONTRAKSATUAN : BOBOT
NO DRAWING DIMENSIONa b c d e f
1 VILLA 01
Kusen Lt 1
D1 2.40 0.90 2.40
Lt 2 D1 2.40 0.90 2.40 W1 1.90 2.45 1.90 2.45 1.90 1.90
Daun pintu jendela L1 D1 2.35 0.80
kaca mati 0.60 0.30
Lt 2 D1 2.35 0.80 W1 1.90 0.57
railing balkon 2.91 railing tangga 11.99 railing tempat suci 2.87
CALCULATION SHEET
: #REF!VOLUME KONTRAK :
: %
DIMENSION JUMLAH LUAS VOLUMEg
VILLA 01
1.00 5.70
5.70
2.00 11.40 1.90 1.00 14.38
25.78
1.00 1.88 2.00 0.36
2.00 3.76 4.00 4.32
1.00 2.91 2.00 23.99 1.00 2.87
CALCULATION SHEET
NO. ITEM :ITEM PEKERJAAN: AtapSATUAN : m2
NO DRAWING DIMENSIONa b c d e
ROOF VILLA 01
1 Atap genteng
Listplank
Bubungan genteng
CERAMIK AND STONE WORKS area bwh tempat suci
Tangga
Pas. Batu palimanan
Batu padas
Fin. Kamprot
Lt2 Gudang 30 x 30
Office (40x40) foyer (40x40) area tempat suci
a
b
CALCULATION SHEET
: #REF!:: %
JUMLAH LUAS VOLUME
m2
m
m
5.67 47.03
5.58
17.82
5.28
26.21
6.47
14.92 2.20 12.19