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REKAPITULASI RENCANA ANGGARAN BIAYA 0 NAMA PAKET
: Pembangunan Food Court
PROGRAM
: Pembangunan Food Court
PEKERJAAN
: Pembangunan Food Court
LOKASI
: Desa Bobong, Kec. Taliabu Barat
TAHUN ANGGARAN
: 2020
URAIAN PEKERJAAN
JUMLAH HARGA
A.
PEKERJAAN PERSIAPAN
Rp.
18,300,000.00
B.
PEKERJAAN TANAH DAN PONDASI
Rp.
18,033,771.00
C.
PEKERJAAN BETON
Rp.
31,892,911.89
D.
PEKERJAAN DINDING
Rp.
40,889,520.00
E.
PEKERJAAN ATAP & STRUKTUR BAJA RINGAN
Rp.
238,441,552.45
F.
PEKERJAAN PENGECATAN
Rp.
6,934,240.00
G.
PEKERJAAN AKHIR
Rp.
6,900,000.00
H.
JUMLAH
( A s/d F )
Rp.
361,391,995.33
I.
PPN
10% ( G )
Rp.
36,139,199.53
J.
JUMLAH TOTAL
(G+H)
Rp.
397,531,194.87
K.
DIBULATKAN
Rp.
397,500,000.00
(J )
)
TERBILANG :
ILAN PULUH TUJUH JUTA EMPAT RATUS SEMBILAN PULUH SEMBILAN RIBU SEMBILAN RATUS SEMBILAN
Bobong,
2019
Konsultan Perencanaan PT. GLOBAL PLANT
Ir. EKO WAHYUDIANTORO DIREKTUR
BILL OF QUANTITY (BOQ)
NAMA PAKET
: Pembangunan Food Court
PROGRAM
: Pembangunan Food Court
PEKERJAAN
: Pembangunan Food Court
LOKASI
: Desa Wayo, Kec. Taliabu Barat
TAHUN ANGGARAN
: 2020
### ###
NO
URAIAN JENIS PEKERJAAN
SATUAN
VOLUME
(1)
(2)
(3)
(4)
A
HARGA SATUAN
JUMLAH HARGA
(Rp)
(Rp)
(5)
(6)
PEKERJAAN PERSIAPAN
###
1
Papan Nama Proyek
Ls
1.00
300,000.00
300,000.00
2
Pembuatan Gudang Alat & Bahan
Ls
1.00
15,000,000.00
15,000,000.00
3
Pembersihan Awal
Ls
1.00
1,500,000.00
1,500,000.00
4
Pemasangan Bowplank
Ls
1.00
1,500,000.00
1,500,000.00
Jumlah A….Rp B
18,300,000.00
PEKERJAAN TANAH DAN PONDASI
1
Galian Tanah Pondasi Keliling
M³
2.94
98,250.00
288,855.00
2
Pek. Batu Pondasi
M³
5.88
1,110,700.00
6,530,916.00
3
Urugan Tanah Bawah Lantai & Pemadatan
M³
42.00
159,000.00
6,678,000.00
3
Urugan Pasir Bawah Lantai
M³
24.00
189,000.00
4,536,000.00
Jumlah B….Rp C
18,033,771.00
PEKERJAAN BETON
1
Pek. Rabat Beton (K-100)
M³
30.00
1,008,057.14
2
Pek. Pondasi Beton Setempat (K-100)
M³
1.64
1,008,057.14
30,241,714.29 1,651,197.60
Jumlah C….Rp D
31,892,911.89
PEKERJAAN DINDING
1
Pek. Dinding Tripleks (2 Sisi)
M²
152.00
129,560.00
2
Pek. Rangka Dinding Tripleks
M²
152.00
139,450.00
19,693,120.00 21,196,400.00
Jumlah D….Rp E
40,889,520.00
PEKERJAAN ATAP & STRUKTUR BAJA RINGAN
1
Pek. Rangka Kuda-kuda Baja Ringan + Reng + Struktur Utama
M²
600.00
239,850.00
143,910,000.00
2
Pek. Penutup Atap Spandek
M²
728.00
120,200.00
87,505,600.00
3
Pek. Nok Atap Spandek
M'
26.00
47,700.00
1,240,200.00
4
Pek. Lisplak PVC
M'
80.00
72,320.00 Jumlah E….Rp
F 1
5,785,600.00 238,441,552.45
PEKERJAAN PENGECATAN Pek. Pengecatan
M²
304.00
22,810.00
6,934,240.00
Jumlah E….Rp G
PEKERJAAN AKHIR
1
Pembersihan Akhir
Ls
1.00
1,500,000.00
2
Laporan & Dokumentasi
Ls
1.00
5,400,000.00
6,934,240.00 1,500,000.00 5,400,000.00
Jumlah F….Rp JUMLAH BIAYA KONSTRUKSI (Rp)
6,900,000.00 361,391,995.33
PPN 10 %
36,139,199.53
JUMLAH TOTAL
397,531,194.87
DIBULATKAN
397,500,000.00
Bobong, 2019 Konsultan Perencanaan PT. GLOBAL PLANT
Ir. EKO WAHYUDIANTORO DIREKTUR
HARGA SATUAN PEKERJAAN PERSIAPAN 1 1 M² Pagar Sementara Dari Kayu Tinggi 2 Meter a. Tenaga -
Pekerja
0.400 Oh
x
Rp.
125,000.00
=
Rp.
50,000.00
-
Tukang Kayu
0.200 Oh
x
Rp.
150,000.00
=
Rp.
30,000.00
-
Kepala Tukang
0.020 Oh
x
Rp.
150,000.00
=
Rp.
3,000.00
-
Mandor
0.020 Oh
x
Rp.
150,000.00
=
Rp.
3,000.00
=
Rp.
86,000.00
JUMLAH (a) b. Bahan -
Dolken Kayu diameter 8-10/400 cm
1.250 Btg
x
Rp.
=
Rp.
-
Semen Portland
5.000 Kg
x
Rp.
2,200.00
-
=
Rp.
-
-
Pasir Beton
0.005 M³
x
Rp.
125,000.00
=
Rp.
625.00
-
Koral Beton
0.009 M³
x
Rp.
400,000.00
=
Rp.
3,600.00
-
Kayu 5/7
0.072 M³
x
Rp.
2,178,000.00
=
Rp.
156,816.00
-
Paku Biasa 2" - 5"
0.060 Kg
x
Rp.
30,800.00
=
Rp.
1,848.00
-
Residu
0.400 Ltr
x
Rp.
=
Rp.
JUMLAH (b)
=
Rp.
173,889.00
JUMLAH (a) + (b)
=
Rp.
259,889.00
11,000.00
-
2 1 M² Pagar Sementara Dari Seng Gelombang Tinggi 2 Meter a. Tenaga -
Pekerja
0.200 Oh
x
Rp.
125,000.00
=
Rp.
25,000.00
-
Tukang Kayu
0.400 Oh
x
Rp.
150,000.00
=
Rp.
60,000.00
-
Kepala Tukang
0.020 Oh
x
Rp.
150,000.00
=
Rp.
3,000.00
-
Mandor
0.020 Oh
x
Rp.
150,000.00
=
Rp.
3,000.00
=
Rp.
91,000.00
JUMLAH (a) b. Bahan -
Dolken Kayu diameter 8-10/400 cm
1.250 Btg
x
Rp.
-
Semen Portland
2.500 Kg
x
Rp.
=
Rp.
2,200.00
-
Seng Gelombang 0.20 mm
1.200 Lbr
x
-
Pasir Beton
0.005 M³
x
-
Koral Beton
0.009 M³
-
Kayu 5/7
-
Paku Biasa 2" - 5"
-
Meni Besi
-
=
Rp.
5,500.00
-
Rp.
99,000.00
=
Rp.
118,800.00
Rp.
125,000.00
=
Rp.
625.00
x
Rp.
400,000.00
=
Rp.
3,600.00
0.072 M³
x
Rp.
2,178,000.00
=
Rp.
156,816.00
0.060 Kg
x
Rp.
30,800.00
=
Rp.
1,848.00
0.450 Ltr
x
Rp.
=
Rp.
JUMLAH (b)
=
Rp.
287,189.00
JUMLAH (a) + (b)
=
Rp.
378,189.00
-
3 1 M² Pagar Sementara Dari Kawat Duri Tinggi 1.8 Meter a. Tenaga -
Pekerja
0.200 Oh
x
Rp.
125,000.00
=
Rp.
25,000.00
-
Tukang Kayu
0.300 Oh
x
Rp.
150,000.00
=
Rp.
45,000.00
-
Kepala Tukang
0.020 Oh
x
Rp.
150,000.00
=
Rp.
3,000.00
-
Mandor
0.020 Oh
x
Rp.
150,000.00
=
Rp.
3,000.00
=
Rp.
76,000.00
JUMLAH (a) b. Bahan -
Dolken Kayu diameter 8-10/400 cm
1.000 Btg
x
Rp.
-
Semen Portland
2.000 Kg
x
Rp.
=
Rp.
2,200.00
-
Seng Gelombang 0.20 mm
25.000 M¹
x
-
Pasir Beton
0.005 M³
x
-
Koral Beton
0.009 M³
-
Kayu 5/7
-
Paku Biasa 2" - 5"
-
=
Rp.
4,400.00
-
Rp.
99,000.00
=
Rp.
2,475,000.00
Rp.
125,000.00
=
Rp.
625.00
x
Rp.
400,000.00
=
Rp.
3,600.00
0.072 M³
x
Rp.
2,178,000.00
=
Rp.
156,816.00
0.060 Kg
x
Rp.
30,800.00
=
Rp.
1,848.00
JUMLAH (b)
=
Rp.
2,642,289.00
JUMLAH (a) + (b)
=
Rp.
2,718,289.00
4 1 M¹ Pengukuran Dan Pemasangan Bouwplank a. Tenaga -
Pekerja
0.100 Oh
x
Rp.
125,000.00
=
Rp.
12,500.00
-
Tukang Kayu
0.100 Oh
x
Rp.
150,000.00
=
Rp.
15,000.00
-
Kepala Tukang
0.010 Oh
x
Rp.
150,000.00
=
Rp.
1,500.00
-
Mandor
0.005 Oh
x
Rp.
150,000.00
=
Rp.
750.00
=
Rp.
29,750.00 26,136.00
JUMLAH (a) b. Bahan -
Kayu Balok 5/7
0.012 M³
x
Rp.
2,178,000.00
=
Rp.
-
Paku 2"-3"
0.020 Kg
x
Rp.
30,800.00
=
Rp.
616.00
-
Kayu Papan 3/20
0.007 M³
x
Rp.
2,178,000.00
=
Rp.
15,246.00
JUMLAH (b)
=
Rp.
41,998.00
JUMLAH (a) + (b)
=
Rp.
71,748.00
5 1 M² Pembuatan Kantor Sementara Lantai Plesteran a. Tenaga -
Pekerja
2.000 Oh
x
Rp.
125,000.00
=
Rp.
250,000.00
-
Tukang Kayu
2.000 Oh
x
Rp.
150,000.00
=
Rp.
300,000.00
-
Tukang Batu
1.000 Oh
x
Rp.
150,000.00
=
Rp.
150,000.00
-
Kepala Tukang
0.300 Oh
x
Rp.
150,000.00
=
Rp.
45,000.00
-
Mandor
0.050 Oh
x
Rp.
150,000.00
=
Rp.
7,500.00
=
Rp.
752,500.00
JUMLAH (a) b. Bahan -
Dolken Kayu diameter 8-10/400 cm
1.250 Btg
x
Rp.
=
Rp.
-
Kayu Kelas II
0.180 M³
x
Rp.
2,178,000.00
-
=
Rp.
392,040.00
-
Paku Biasa
0.080 Kg
x
Rp.
30,800.00
=
Rp.
2,464.00
-
Besi Strip
1.100 Kg
x
Rp.
=
Rp.
-
Semen Portland
35.000 Kg
x
Rp.
2,200.00
=
Rp.
77,000.00
-
Pasir Pasang
0.150 M³
x
Rp.
125,000.00
=
Rp.
18,750.00
-
Pasir Beton
0.100 M³
x
Rp.
125,000.00
=
Rp.
12,500.00
-
Koral Beton
0.150 M³
x
Rp.
400,000.00
=
Rp.
60,000.00
-
Bata Merah
30.000 Bh
x
Rp.
4,500.00
=
Rp.
135,000.00
-
Seng Plat
0.250 Lbr
x
Rp.
85,000.00
=
Rp.
21,250.00
-
Jendela Nako
0.200 Bh
x
Rp.
=
Rp.
-
Kaca Polos
0.080 M²
x
Rp.
=
Rp.
-
Kunci Tanam
0.150 Bh
x
Rp.
=
Rp.
-
Plywood 4 mm
0.060 Lbr
x
Rp.
=
Rp.
JUMLAH (b)
=
Rp.
731,988.00
JUMLAH (a) + (b)
=
Rp.
1,484,488.00
162,300.00 -
-
-
12,984.00 -
6 1 M² Pembuatan Gudang Semen Dan Alat-alat a. Tenaga -
Pekerja
1.000 Oh
x
Rp.
125,000.00
=
Rp.
125,000.00
-
Tukang Kayu
2.000 Oh
x
Rp.
150,000.00
=
Rp.
300,000.00
-
Kepala Tukang
0.200 Oh
x
Rp.
150,000.00
=
Rp.
30,000.00
-
Mandor
0.050 Oh
x
Rp.
150,000.00
=
Rp.
7,500.00
=
Rp.
462,500.00
JUMLAH (a) b. Bahan -
Dolken Kayu diameter 8-10/400 cm
1.700 Btg
x
Rp.
=
Rp.
-
Kayu Kelas II
0.210 M³
x
Rp.
2,178,000.00
-
=
Rp.
-
Paku Biasa
-
Semen Portland
-
457,380.00
0.300 Kg
x
Rp.
30,800.00
=
Rp.
9,240.00
10.500 Kg
x
Rp.
2,200.00
=
Rp.
23,100.00
Pasir Beton
0.030 M³
x
Rp.
125,000.00
=
Rp.
3,750.00
Koral Beton
0.050 M³
x
Rp.
400,000.00
=
Rp.
20,000.00
-
Seng Gelombang 0.20 mm
1.500 Lbr
x
Rp.
99,000.00
=
Rp.
148,500.00
-
Seng Plat
0.250 Lbr
x
Rp.
85,000.00
=
Rp.
21,250.00
JUMLAH (b)
=
Rp.
683,220.00
JUMLAH (a) + (b)
=
Rp.
1,145,720.00
7 1 M² Pembuatan Rumah Jaga (konstruksi kayu) a. Tenaga -
Pekerja
1.000 Oh
x
Rp.
125,000.00
=
Rp.
125,000.00
-
Tukang Kayu
1.500 Oh
x
Rp.
150,000.00
=
Rp.
225,000.00
-
Kepala Tukang
0.150 Oh
x
Rp.
150,000.00
=
Rp.
22,500.00
-
Mandor
0.050 Oh
x
Rp.
150,000.00
=
Rp.
7,500.00
=
Rp.
380,000.00
JUMLAH (a) b. Bahan -
Dolken Kayu diameter 8-10/400 cm
3.000 Btg
x
Rp.
=
Rp.
-
Kayu Kelas II
0.276 M³
x
Rp.
2,178,000.00
-
=
Rp.
-
-
Paku Biasa
0.700 Kg
x
Rp.
30,800.00
=
Rp.
21,560.00
-
Seng Gelombang 0.20 mm
1.500 Kg
x
Rp.
99,000.00
=
Rp.
148,500.00
JUMLAH (b)
=
Rp.
771,188.00
JUMLAH (a) + (b)
=
Rp.
1,151,188.00
12,500.00
601,128.00
8 1 M² Pembersihan Lapangan Dan Perataan Tanah a. Tenaga -
Pekerja
0.100 Oh
x
Rp.
125,000.00
=
Rp.
-
Mandor
0.050 Oh
x
Rp.
150,000.00
=
Rp.
7,500.00
=
Rp.
20,000.00
JUMLAH (a)
TIME SCHEDULE (KURVA "S") PROGRAM PEKERJAAN
: Pembangunan Food Court : Pembangunan Food Court
LOKASI TA
: Desa Wayo, Kec. Taliabu Barat : 2020 BUKAN KE
No.
URAIAN PEKERJAAN
JUMLAH HARGA
BOBOT (%)
I 1
2
II 3
4
5
6
III 7
8
9
10
IV 11
12
9
10
V 11
12
9
10
KET 11
12
I
PEKERJAAN PERSIAPAN
18,300,000.00
#REF!
II
PEKERJAAN TANAH DAN PONDASI
18,033,771.00
#REF!
III
PEKERJAAN BETON
31,892,911.89
#REF!
IV
PEKERJAAN DINDING
40,889,520.00
#REF!
V
#REF!
#REF!
#REF!
VI
#REF!
#REF!
#REF!
VII #REF!
#REF!
#REF!
VIII #REF!
#REF!
#REF!
#REF!
#REF!
#REF! #REF!
#REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
IX
#REF!
a
SUB TOTAL
b
REALISASI
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
#REF! #REF!
#REF! #REF!
#REF! #REF! #REF! #REF! #REF!
#REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
HARGA SATUAN PEKERJAAN TANAH 1 1 M³ Galian Tanah Biasa Sedalam 1 Meter (PU16-A.2.3.1.1) A.
TENAGA
-
Pekerja
0.75 Oh
x
Rp.
125,000.00 =
Rp.
93,750.00
-
Mandor
0.03 Oh
x
Rp.
150,000.00 =
Rp.
4,500.00
=
Rp.
98,250.00
JUMLAH (A) 2 Mengurug 1 M³ Pasir Urug (PU16-A.2.3.1.11) A.
TENAGA
-
Pekerja
0.3 Oh
x
Rp.
125,000.00 =
Rp.
37,500.00
-
Mandor
0.01 Oh
x
Rp.
150,000.00 =
Rp.
1,500.00
=
Rp.
39,000.00
125,000.00 =
Rp.
150,000.00
JUMLAH (B)
=
Rp.
150,000.00
JUMLAH (A) + (B)
=
Rp.
189,000.00
JUMLAH (A) B.
BAHAN
-
Pasir Urug
1.2 M³
x
Rp.
3 Mengurug 1 M³ Tanah Urug+Pemadatan Tanah Biasa (PU16-A.2.3.1.10) A.
TENAGA
-
Pekerja
0.3 Oh
x
Rp.
125,000.00 =
Rp.
37,500.00
-
Mandor
0.01 Oh
x
Rp.
150,000.00 =
Rp.
1,500.00
=
Rp.
39,000.00
100,000.00 =
Rp.
120,000.00
JUMLAH (B)
=
Rp.
120,000.00
JUMLAH (A) + (B)
=
Rp.
159,000.00
JUMLAH (A) B.
BAHAN
-
Tanah Urug
1.2 M³
x
Rp.
HARGA SATUAN PEKERJAAN PONDASI 1 Pemasangan 1 M³ Pondasi Batu Belah, Camp. 1SP : 5PP (PU16-A.3.2.1.3) A.
TENAGA
-
Pekerja
-
1.5 OH x
Rp.
125000 =
Rp.
187500
Tukang Batu
0.75 OH x
Rp.
150000 =
Rp.
112500
-
Kepala Tukang
0.08 OH x
Rp.
150000 =
Rp.
12000
-
Mandor
0.08 OH x
Rp.
150000 =
Rp.
12000
=
Rp.
324000
JUMLAH (A) B.
BAHAN
-
Batu Belah
1.2 M³
x
Rp.
350000 =
Rp.
420000
-
Semen Portland
136 Kg
x
Rp.
2200 =
Rp.
299200
-
Pasir Pasang
0.54 M³
x
Rp.
125000 =
Rp.
67500
JUMLAH (B)
=
Rp.
786700
JUMLAH TOTAL (A) + (B)
=
Rp.
1110700
HARGA SATUAN PEKERJAAN BETON 1 Membuat 1 M³ Beton f'c = 7,4 MPa (K-100) (PU16-A.4.1.1.4) A. -
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
1.2 0.2 0.02 0.06
OH OH OH OH
x Rp. x Rp. x Rp. x Rp. JUMLAH (A)
125,000.00 150,000.00 150,000.00 150,000.00
= = = = =
Rp. Rp. Rp. Rp. Rp.
150,000.00 30,000.00 3,000.00 9,000.00 192,000.00
B. -
BAHAN Semen Portland Pasir Beton Kerikil (maks 30 mm) Air
230 0.64 999 200
Kg M³ M³ Ltr
x Rp. x Rp. x Rp. x Rp. JUMLAH (B)
2,200.00 89.29 296.30 70.00
= = = = =
Rp. Rp. Rp. Rp. Rp.
506,000.00 57.14 296,000.00 14,000.00 816,057.14
=
Rp.
1,008,057.14
JUMLAH TOTAL (A) + (B)
HARGA SATUAN PEKERJAAN BEKISTING 1 Pemasangan 1 M² Bekisting Untuk Pondasi A. TENAGA -
Pekerja
0.520 OH
x
Rp.
125,000.00
=
Rp.
65,000.00
-
Tukang Kayu
0.260 OH
x
Rp.
150,000.00
=
Rp.
39,000.00
-
Kepala Tukang
0.026 OH
x
Rp.
150,000.00
=
Rp.
3,900.00
-
Mandor
0.026 OH
x
Rp.
150,000.00
=
Rp.
3,900.00
=
Rp.
111,800.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.040 M³
x
Rp.
2,178,000.00
=
Rp.
87,120.00
-
Paku 5-10 cm
0.300 Kg
x
Rp.
30,800.00
=
Rp.
9,240.00
-
Minyak Bekisting
0.100 Ltr
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
96,360.00
JUMLAH TOTAL (A) + (B)
=
Rp.
208,160.00
-
2 Pemasangan 1 M² Bekisting Untuk Sloof A. TENAGA -
Pekerja
0.520 OH
x
Rp.
125,000.00
=
Rp.
65,000.00
-
Tukang Kayu
0.260 OH
x
Rp.
150,000.00
=
Rp.
39,000.00
-
Kepala Tukang
0.026 OH
x
Rp.
150,000.00
=
Rp.
3,900.00
-
Mandor
0.026 OH
x
Rp.
150,000.00
=
Rp.
3,900.00
=
Rp.
111,800.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.030 M³
x
Rp.
2,178,000.00
=
Rp.
65,340.00
-
Paku 5-10 cm
0.300 Kg
x
Rp.
30,800.00
=
Rp.
9,240.00
-
Minyak Bekisting
0.100 Ltr
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
74,580.00
JUMLAH TOTAL (A) + (B)
=
Rp.
186,380.00
-
3 Pemasangan 1 M² Bekisting Untuk Kolom A. TENAGA -
Pekerja
0.660 OH
x
Rp.
125,000.00
=
Rp.
82,500.00
-
Tukang Kayu
0.330 OH
x
Rp.
150,000.00
=
Rp.
49,500.00
-
Kepala Tukang
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
-
Mandor
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
=
Rp.
141,900.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.030 M³
x
Rp.
2,178,000.00
=
Rp.
65,340.00
-
Paku 5-10 cm
0.400 Kg
x
Rp.
30,800.00
=
Rp.
12,320.00
-
Minyak Bekisting
0.200 Ltr
x
Rp.
=
Rp.
-
Kayu Kelas II
0.015 M³
x
Rp.
2,178,000.00
=
Rp.
-
Plywood Tebal 9 mm
0.350 Lbr
x
Rp.
226,200.00
=
Rp.
-
Dolken Kayu Ø 8-10 cm, Panjang 4 m
2.000 Btg
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
110,330.00
JUMLAH TOTAL (A) + (B)
=
Rp.
252,230.00
-
32,670.00 -
4 Pemasangan 1 M² Bekisting Untuk Balok A. TENAGA -
Pekerja
0.660 OH
x
Rp.
125,000.00
=
Rp.
82,500.00
-
Tukang Kayu
0.330 OH
x
Rp.
150,000.00
=
Rp.
49,500.00
-
Kepala Tukang
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
-
Mandor
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
=
Rp.
141,900.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.030 M³
x
Rp.
2,178,000.00
=
Rp.
65,340.00
-
Paku 5-10 cm
0.400 Kg
x
Rp.
30,800.00
=
Rp.
12,320.00
-
Minyak Bekisting
0.200 Ltr
x
Rp.
=
Rp.
-
Kayu Kelas II
0.018 M³
x
Rp.
2,178,000.00
=
Rp.
-
Plywood Tebal 9 mm
0.350 Lbr
x
Rp.
226,200.00
=
Rp.
-
Dolken Kayu Ø 8-10 cm, Panjang 4 m
2.000 Btg
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
116,864.00
JUMLAH TOTAL (A) + (B)
=
Rp.
258,764.00
-
39,204.00 -
5 Pemasangan 1 M² Bekisting Untuk Lantai A. TENAGA -
Pekerja
0.660 OH
x
Rp.
125,000.00
=
Rp.
82,500.00
-
Tukang Kayu
0.330 OH
x
Rp.
150,000.00
=
Rp.
49,500.00
-
Kepala Tukang
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
-
Mandor
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
=
Rp.
141,900.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.030 M³
x
Rp.
2,178,000.00
=
Rp.
65,340.00
-
Paku 5-10 cm
0.400 Kg
x
Rp.
30,800.00
=
Rp.
12,320.00
-
Minyak Bekisting
0.200 Ltr
x
Rp.
=
Rp.
-
Kayu Kelas II
0.015 M³
x
Rp.
2,178,000.00
=
Rp.
-
Plywood Tebal 9 mm
0.350 Lbr
x
Rp.
226,200.00
=
Rp.
-
Dolken Kayu Ø 8-10 cm, Panjang 4 m
6.000 Btg
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
110,330.00
JUMLAH TOTAL (A) + (B)
=
Rp.
252,230.00
-
32,670.00 -
6 Pemasangan 1 M² Bekisting Untuk Dinding A. TENAGA -
Pekerja
0.660 OH
x
Rp.
125,000.00
=
Rp.
82,500.00
-
Tukang Kayu
0.330 OH
x
Rp.
150,000.00
=
Rp.
49,500.00
-
Kepala Tukang
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
-
Mandor
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
=
Rp.
141,900.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.030 M³
x
Rp.
2,178,000.00
=
Rp.
65,340.00
-
Paku 5-10 cm
0.400 Kg
x
Rp.
30,800.00
=
Rp.
12,320.00
-
Minyak Bekisting
0.200 Ltr
x
Rp.
=
Rp.
-
Kayu Kelas II
0.020 M³
x
Rp.
2,178,000.00
=
Rp.
-
Plywood Tebal 9 mm
0.350 Lbr
x
Rp.
226,200.00
=
Rp.
-
-
Dolken Kayu Ø 8-10 cm, Panjang 4 m
3.000 Btg
x
Rp.
=
Rp.
-
-
Penjaga Jarak Bekisting/Spacer
4.000 Bh
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
121,220.00
JUMLAH TOTAL (A) + (B)
=
Rp.
263,120.00
-
43,560.00
-
7 Pemasangan 1 M² Bekisting Untuk Tangga A. TENAGA -
Pekerja
0.660 OH
x
Rp.
125,000.00
=
Rp.
82,500.00
-
Tukang Kayu
0.330 OH
x
Rp.
150,000.00
=
Rp.
49,500.00
-
Kepala Tukang
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
-
Mandor
0.033 OH
x
Rp.
150,000.00
=
Rp.
4,950.00
=
Rp.
141,900.00
JUMLAH (A) B. BAHAN -
Kayu Kelas III
0.030 M³
x
Rp.
2,178,000.00
=
Rp.
65,340.00
-
Paku 5-10 cm
0.400 Kg
x
Rp.
30,800.00
=
Rp.
12,320.00
-
Minyak Bekisting
0.150 Ltr
x
Rp.
=
Rp.
-
Kayu Kelas II
0.015 M³
x
Rp.
=
Rp.
-
Plywood Tebal 9 mm
0.350 Lbr
x
Rp.
=
Rp.
-
Dolken Kayu Ø 8-10 cm, Panjang 4 m
2.000 Btg
x
Rp.
=
Rp.
JUMLAH (B)
=
Rp.
110,330.00
JUMLAH TOTAL (A) + (B)
=
Rp.
252,230.00
2,178,000.00 -
32,670.00 -
HARGA SATUAN PEKERJAAN DINDING 1 Pemasangan 1 M² Dinding Bata Semen Pres, Camp. 1SP : 5PP A.
TENAGA
-
Pekerja
-
Tukang Batu
-
Kepala Tukang
-
Mandor
0.008 Oh
0.16 Oh
x
Rp.
125,000.00 =
Rp.
20,000.00
0.05 Oh
x
Rp.
150,000.00 =
Rp.
7,500.00
0.005 Oh
x
Rp.
150,000.00 =
Rp.
750.00
x
Rp.
150,000.00 =
Rp.
1,200.00
=
Rp.
29,450.00
JUMLAH (A) B.
BAHAN
-
Bata Semen Pres (11x20x40)
12.5 Bh
x
Rp.
5,100.00 =
Rp.
63,750.00
-
Semen Portland
4.84 Kg
x
Rp.
2,200.00 =
Rp.
10,648.00
-
Pasir pasang
x
Rp.
0.003 M
3
125,000.00 =
Rp.
375.00
JUMLAH (B)
=
Rp.
74,773.00
JUMLAH (A) + (B)
=
Rp.
104,223.00
HARGA SATUAN PEKERJAAN PLESTERAN 1 Pemasangan 1 M² Plesteran 1SP : 5PP Tebal 15 mm A.
TENAGA
-
Pekerja
0.300 OH x
Rp.
125000.00 =
Rp.
37,500.00
-
Tukang Batu
0.150 OH x
Rp.
150000.00 =
Rp.
22,500.00
-
Kepala Tukang
0.015 OH x
Rp.
150000.00 =
Rp.
2,250.00
-
Mandor
0.015 OH x
Rp.
150000.00 =
Rp.
2,250.00
=
Rp.
64,500.00
B.
BAHAN
-
Semen Portland
5.184 Kg
x
Rp.
2200.00 =
Rp.
11,404.80
-
Pasir Pasang
0.026 M3
x
Rp.
125000.00 =
Rp.
3,250.00
JUMLAH (B)
=
Rp.
14,654.80
JUMLAH (A) + (B)
=
Rp.
79,154.80
JUMLAH (A)
2 Pemasangan 1 M² Acian A.
TENAGA
-
Pekerja
0.200 OH x
Rp.
125000.00 =
Rp.
25,000.00
-
Tukang Batu
0.100 OH x
Rp.
150000.00 =
Rp.
15,000.00
-
Kepala Tukang
0.010 OH x
Rp.
150000.00 =
Rp.
1,500.00
-
Mandor
0.010 OH x
Rp.
150000.00 =
Rp.
1,500.00
=
Rp.
43,000.00
JUMLAH (A) B.
BAHAN
-
Semen Portland
3.250 Kg
x
2200.00 =
Rp.
7,150.00
JUMLAH (B)
Rp.
=
Rp.
7,150.00
JUMLAH (A) + (B)
=
Rp.
50,150.00
HARGA SATUAN PEKERJAAN LANTAI KERAMIK 1 1 M2 Pasang Lantai Keramik 20 X 20 Cm (PU16-A.4.43.36) a Bahan 1.100
M2
Ubin Keramik 20x20 Cm
@ Rp.
106,300.00 = Rp.
116,930.00
11.380
Kg
Semen Portland
@ Rp.
2,200.00 = Rp.
25,036.00
0.050
M
Pasir Pasang
@ Rp.
125,000.00 = Rp.
6,250.00
1.620
Kg
Semen Warna
@ Rp.
28,400.00 = Rp.
46,008.00
3
sub jumlah
Rp.
194,224.00
Rp.
144,250.00
Rp.
338,474.00
Rp.
193,025.00
b Upah 0.650
Oh
Pekerja
@ Rp.
125,000.00 = Rp.
81,250.00
0.350
Oh
Tukang Batu
@ Rp.
150,000.00 = Rp.
52,500.00
0.035
Oh
Kepala Tukang
@ Rp.
150,000.00 = Rp.
5,250.00
0.035
Oh
Mandor
@ Rp.
150,000.00 = Rp.
5,250.00
sub jumlah JUMLAH (a) + (b) 2 1 M2 Pasang Lantai Keramik 40 X 40 Cm (PU16-A.4.3.9) a Bahan 1.100
M2
Keramik 40 X 40
@ Rp.
117,200.00 = Rp.
128,920.00
9.800
Kg
Semen Portland
@ Rp.
2,200.00 = Rp.
21,560.00
0.045
M
Pasir Pasang
@ Rp.
125,000.00 = Rp.
5,625.00
1.300
Kg
Semen Warna
@ Rp.
28,400.00 = Rp.
36,920.00
3
sub jumlah b Upah 0.250
Oh
Pekerja
@ Rp.
125,000.00 = Rp.
31,250.00
0.125
Oh
Tukang Batu
@ Rp.
150,000.00 = Rp.
18,750.00
0.013
Oh
Kepala Tukang
@ Rp.
150,000.00 = Rp.
1,950.00
0.013
Oh
Mandor
@ Rp.
150,000.00 = Rp.
1,950.00
sub jumlah JUMLAH (a) + (b)
Rp.
53,900.00
Rp.
246,925.00
Rp.
182,240.00
Rp.
153,750.00
Rp.
335,990.00
3 1 M2 Pasang Dinding Keramik Artistik 20 X 25 Cm a Bahan 1.100
M2
Keramik Artistik 20x20 Cm
@ Rp.
9.300
Kg
Semen Portland
0.018
M3
Pasir Pasang
1.500
Kg
Semen Warna
@ Rp.
106,300.00 = Rp.
116,930.00
@ Rp.
2,200.00 = Rp.
20,460.00
@ Rp.
125,000.00 = Rp.
2,250.00
28,400.00 = Rp.
42,600.00
sub jumlah b Upah 0.600
Oh
Pekerja
@ Rp.
125,000.00 = Rp.
75,000.00
0.450
Oh
Tukang Batu
@ Rp.
150,000.00 = Rp.
67,500.00
0.045
Oh
Kepala Tukang
@ Rp.
150,000.00 = Rp.
6,750.00
0.030
Oh
Mandor
@ Rp.
150,000.00 = Rp.
4,500.00
sub jumlah JUMLAH (a) + (b) 4 1 M2 Pasang Dinding Batu Candi (Paras) (SNI-2007) a Bahan 1.100
M2
Batu Alam (Candi Andesit)
@ Rp.
262,500.00 = Rp.
288,750.00
11.750
Kg
Semen
@ Rp.
2,200.00 = Rp.
25,850.00
0.035
M
Pasir Pasang
@ Rp.
125,000.00 = Rp.
4,375.00
3
sub jumlah
Rp.
318,975.00
Rp.
150,500.00
Rp.
469,475.00
b Upah 0.700
Oh
Pekerja
@ Rp.
125,000.00 = Rp.
87,500.00
0.350
Oh
Tukang Batu
@ Rp.
150,000.00 = Rp.
52,500.00
0.035
Oh
Kepala Tukang
@ Rp.
150,000.00 = Rp.
5,250.00
0.035
Oh
Mandor
@ Rp.
150,000.00 = Rp.
5,250.00
sub jumlah JUMLAH (a) + (b)
HARGA SATUAN PEKERJAAN KAYU 1 Pembuatan Dan Pemasangan 1 M³ Kusen Pintu Dan Kusen Jendela, Kayu Kelas II A.
TENAGA
-
Pekerja
-
Tukang Kayu
-
6.000 OH x
Rp.
125,000.00 =
Rp.
750,000.00
18.000 OH x
Rp.
150,000.00 =
Rp.
2,700,000.00
Kepala Tukang
1.800 OH x
Rp.
150,000.00 =
Rp.
270,000.00
Mandor
0.300 OH x
Rp.
150,000.00 =
Rp.
45,000.00
=
Rp.
3,765,000.00
JUMLAH (A) B.
BAHAN
-
Balok Kayu Kelas II
1.200 M3
x
Rp.
2,178,000.00 =
Rp.
2,613,600.00
-
Paku 10 cm
1.250 Kg
x
Rp.
30,800.00 =
Rp.
38,500.00
-
Lem Kayu
1.000 Kg
x
Rp.
204,490.00 =
Rp.
204,490.00
JUMLAH (B)
=
Rp.
2,856,590.00
JUMLAH (A) + (B)
=
Rp.
6,621,590.00
2 Pembuatan Dan Pemasangan 1 M² Daun Pintu Panel, Kayu Kelas II A.
TENAGA
-
Pekerja
1.000 OH x
Rp.
125,000.00 =
Rp.
125,000.00
-
Tukang Kayu
3.000 OH x
Rp.
150,000.00 =
Rp.
450,000.00
-
Kepala Tukang
0.300 OH x
Rp.
150,000.00 =
Rp.
45,000.00
-
Mandor
0.050 OH x
Rp.
150,000.00 =
Rp.
7,500.00
=
Rp.
627,500.00
JUMLAH (A) B.
BAHAN
-
Papan Kayu Kelas II
0.040 M3
x
Rp.
1,980,000.00 =
Rp.
79,200.00
-
Lem Kayu
0.500 Kg
x
Rp.
204,490.00 =
Rp.
102,245.00
JUMLAH (B)
=
Rp.
181,445.00
JUMLAH (A) + (B)
=
Rp.
808,945.00
3 Pembuatan Dan Pemasangan 1 M² Pintu Dan Jendela Kaca, Kayu Kelas II A.
TENAGA
-
Pekerja
0.800 OH x
Rp.
125,000.00 =
Rp.
100,000.00
-
Tukang Kayu
2.400 OH x
Rp.
150,000.00 =
Rp.
360,000.00
-
Kepala Tukang
0.240 OH x
Rp.
150,000.00 =
Rp.
36,000.00
-
Mandor
0.040 OH x
Rp.
150,000.00 =
Rp.
6,000.00
=
Rp.
502,000.00
JUMLAH (A) B.
BAHAN
-
Papan Kayu Kelas II
0.024 M3
x
Rp.
2,178,000.00 =
Rp.
52,272.00
-
Lem Kayu
0.300 Kg
x
Rp.
204,490.00 =
Rp.
61,347.00
JUMLAH (B)
=
Rp.
113,619.00
JUMLAH (A) + (B)
=
Rp.
615,619.00
1 Pembuatan Dan Pemasangan 1 M³ Balok Kayu, Kayu Kelas I A.
TENAGA
-
Pekerja
0.800 OH x
Rp.
125,000.00 =
Rp.
100,000.00
-
Tukang Kayu
2.400 OH x
Rp.
150,000.00 =
Rp.
360,000.00
-
Kepala Tukang
0.240 OH x
Rp.
150,000.00 =
Rp.
36,000.00
-
Mandor
0.040 OH x
Rp.
150,000.00 =
Rp.
6,000.00
=
Rp.
502,000.00
JUMLAH (A) B.
BAHAN
-
Balok Kayu Kelas I
-
Mur/Baut
1.200 M3
x
Rp.
4,235,000.00 =
Rp.
5,082,000.00
18.000 bh
x
Rp.
8,000.00 =
Rp.
144,000.00
JUMLAH (B)
=
Rp.
5,226,000.00
JUMLAH (A) + (B)
=
Rp.
5,728,000.00
1 Pembuatan Dan Pemasangan 1 M³ Balok Kayu, Kayu Kelas I A.
TENAGA
-
Pekerja
0.800 OH x
Rp.
125,000.00 =
Rp.
100,000.00
-
Tukang Kayu
2.400 OH x
Rp.
150,000.00 =
Rp.
360,000.00
-
Kepala Tukang
0.240 OH x
Rp.
150,000.00 =
Rp.
36,000.00
-
Mandor
0.040 OH x
Rp.
150,000.00 =
Rp.
6,000.00
=
Rp.
502,000.00
JUMLAH (A) B.
BAHAN
PEKERJAAN DINDING 1 Pemasangan 1 M² Dinding Tripleks, Tebal 6 mm (2 Sisi) a. Bahan 0.728
Lembar
Tripleks
122,000.00
88,816.00
88,816.00
0.275
kg
Sekrup
70,000.00
19,250.00
19,250.00
0.100
OH
Pekerja
125,000.00
12,500.00
12,500.00
0.050
OH
Tukang kayu
150,000.00
7,500.00
7,500.00
0.005
OH
Kepala tukang
150,000.00
750.00
750.00
0.005
OH
Mandor
150,000.00
750.00
750.00
b. Upah
Jumlah
129,566.00
Keuntungan Maksimal
-
-
Jumlah
129,566.00
Dibulatkan
129,560.00
2 Memasang 1 m2 Rangka Besi Hollow Galvalum 1x40.40.2mm, Dinding Tripleks 9 mm a. Bahan 3.500
m'
Rangka Metal Hollow 40.40.2 mm
25.000
Bh
Self Drilling Screw Dia. 4 mm
15,000.00
52,500.00
52,500.00
500.00
12,500.00
12,500.00
0.250
OH
Pekerja
125,000.00
31,250.00
31,250.00
0.250
OH
Tukang besi
150,000.00
37,500.00
37,500.00
0.025
OH
Kepala tukang
150,000.00
3,750.00
3,750.00
0.013
OH
Mandor
150,000.00
1,950.00
1,950.00
b. Upah
Jumlah
139,450.00
Keuntungan Maksimal
-
-
Jumlah
139,450.00
Dibulatkan
139,450.00
2 Memasang 1 m' Lisplak PVC a. Bahan 1.050
m'
Lisplak PVC
17,500.00
18,375.00
18,375.00
0.110
Kg
Sekrup
70,000.00
7,700.00
7,700.00
0.100
OH
Pekerja
125,000.00
12,500.00
12,500.00
0.200
OH
Tukang besi
150,000.00
30,000.00
30,000.00
0.020
OH
Kepala tukang
150,000.00
3,000.00
3,000.00
0.005
OH
Mandor
150,000.00
750.00
750.00
b. Upah
Jumlah Keuntungan Maksimal
72,325.00 -
-
Jumlah
72,325.00
Dibulatkan
72,320.00
PEKERJAAN RANGKA DAN PENUTUP ATAP 1
1 m2 Pasang Rangka Kuda-kuda Baja Ringan + Reng + Struktur Utama Baja Ringan a. Bahan 3.823
m'
Main Truss C 75.35.0,75
16,500.00
63,077.14
63,077.14
2.100
m'
Roof Bottom / Reng R 33-0,45
10,000.00
21,000.00
21,000.00
25,000.00
9,428.57
9,428.57
500.00
17,000.00
17,000.00
500.00
24,000.00
24,000.00
5,000.00
1,950.00
1,950.00
0.377
m'
Chanal C 100.50.1
34.000
bh
Self Drilling Screw Dia. 6 mm (Truss Screw)
48.000
bh
Self Drilling Screw Dia. 4 mm (Roof Bottom Screw)
0.390
bh
Dynabolt Dia. 12 mm
0.400
Oh
Pekerja
125,000.00
50,000.00
50,000.00
0.300
Oh
Tukang kayu
150,000.00
45,000.00
45,000.00
0.030
Oh
Kepala tukang
150,000.00
4,500.00
4,500.00
0.026
Oh
Mandor
150,000.00
3,900.00
3,900.00
b. Upah
Jumlah
239,855.71
Keuntungan Maksimal
-
Jumlah Dibulatkan 2
239,855.71 239,850.00
1 m2 Pasang Atap Spandek BJLS 0,25 mm a. Bahan 0.280
Lbr
Spandek 0.25 mm
15.000
Bh
Paku Sekrup
0.150
Oh
Pekerja
125,000.00
18,750.00
18,750.00
0.070
Oh
Tukang kayu
150,000.00
10,500.00
10,500.00
0.007
Oh
Kepala tukang
150,000.00
1,050.00
1,050.00
0.006
Oh
Mandor
150,000.00
900.00
275,000.00
77,000.00
77,000.00
800.00
12,000.00
12,000.00
b. Upah
Jumlah Keuntungan Maksimal
-
Jumlah
120,200.00
Dibulatkan 3
900.00 120,200.00
120,200.00
1 m' Pasang nok genteng Untuk Atap Spandek (Bentuk Segitiga) a. Bahan 1.100
m'
Nok Alumunium (Bentuk Segitiga)
10.000
Bh
Paku Sekrup
25,000.00
27,500.00
27,500.00
800.00
8,000.00
8,000.00
0.040
Oh
Pekerja
125,000.00
5,000.00
5,000.00
0.020
Oh
Tukang kayu
150,000.00
3,000.00
3,000.00
0.015
Oh
Kepala tukang
150,000.00
2,250.00
2,250.00
0.013
Oh
Mandor
150,000.00
1,950.00
a. Bahan
Jumlah Keuntungan Maksimal Jumlah Dibulatkan
1,950.00 47,700.00
-
47,700.00 47,700.00
HARGA SATUAN PEKERJAAN KUNCI DAN KACA 1 Pemasangan 1 Buah Kunci Pintu A. TENAGA -
Pekerja
0.060 OH
x
Rp.
125,000.00
=
Rp.
7,500.00
-
Tukang Kayu
0.600 OH
x
Rp.
150,000.00
=
Rp.
90,000.00
-
Kepala Tukang
0.060 OH
x
Rp.
150,000.00
=
Rp.
9,000.00
-
Mandor
0.003 OH
x
Rp.
150,000.00
=
Rp.
450.00
=
Rp.
106,950.00
JUMLAH (A) B. BAHAN -
Kunci Tanam Antik
1.000 Bh
=
Rp.
303,000.00
JUMLAH (B)
x
Rp.
303,000.00
=
Rp.
303,000.00
JUMLAH (A) + (B)
=
Rp.
409,950.00
2 Pemasangan 1 Buah Kunci Pintu KM/WC A. TENAGA -
Pekerja
0.010 OH
x
Rp.
125,000.00
=
Rp.
1,250.00
-
Tukang Kayu
0.500 OH
x
Rp.
150,000.00
=
Rp.
75,000.00
-
Kepala Tukang
0.050 OH
x
Rp.
150,000.00
=
Rp.
7,500.00
-
Mandor
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
=
Rp.
84,500.00
JUMLAH (A) B. BAHAN -
Kunci Tanam Biasa
1.000 Bh
=
Rp.
182,000.00
JUMLAH (B)
x
Rp.
182,000.00
=
Rp.
182,000.00
JUMLAH (A) + (B)
=
Rp.
266,500.00
6 Pemasangan 1 Buah Engsel Pintu A. TENAGA -
Pekerja
0.015 OH
x
Rp.
125,000.00
=
Rp.
1,875.00
-
Tukang Kayu
0.150 OH
x
Rp.
150,000.00
=
Rp.
22,500.00
-
Kepala Tukang
0.015 OH
x
Rp.
150,000.00
=
Rp.
2,250.00
-
Mandor
0.0008 OH
x
Rp.
150,000.00
=
Rp.
120.00
=
Rp.
26,745.00
JUMLAH (A) B. BAHAN -
Engsel Pintu
1.000 Bh
=
Rp.
91,300.00
JUMLAH (B)
x
Rp.
91,300.00
=
Rp.
91,300.00
JUMLAH (A) + (B)
=
Rp.
118,045.00
7 Pemasangan 1 Buah Engsel Jendela A. TENAGA -
Pekerja
0.010 OH
x
Rp.
125,000.00
=
Rp.
1,250.00
-
Tukang Kayu
0.100 OH
x
Rp.
150,000.00
=
Rp.
15,000.00
-
Kepala Tukang
0.010 OH
x
Rp.
150,000.00
=
Rp.
1,500.00
-
Mandor
0.0005 OH
x
Rp.
150,000.00
=
Rp.
75.00
=
Rp.
17,825.00
JUMLAH (A) B. BAHAN -
Engsel Jendela
1.000 Bh
=
Rp.
73,200.00
JUMLAH (B)
x
Rp.
73,200.00
=
Rp.
73,200.00
JUMLAH (A) + (B)
=
Rp.
91,025.00
8 Pemasangan 1 Buah Grendel Pintu A. TENAGA -
Pekerja
0.010 OH
x
Rp.
125,000.00
=
Rp.
1,250.00
-
Tukang Kayu
0.100 OH
x
Rp.
150,000.00
=
Rp.
15,000.00
-
Kepala Tukang
0.010 OH
x
Rp.
150,000.00
=
Rp.
1,500.00
-
Mandor
0.0005 OH
x
Rp.
150,000.00
=
Rp.
75.00
=
Rp.
17,825.00
JUMLAH (A) B. BAHAN -
Grendel Pintu
1.000 Bh
=
Rp.
48,400.00
JUMLAH (B)
x
Rp.
48,400.00
=
Rp.
48,400.00
JUMLAH (A) + (B)
=
Rp.
66,225.00
9 Pemasangan 1 Buah Grendel Jendela A. TENAGA -
Pekerja
0.010 OH
x
Rp.
125,000.00
=
Rp.
1,250.00
-
Tukang Kayu
0.100 OH
x
Rp.
150,000.00
=
Rp.
15,000.00
-
Kepala Tukang
0.010 OH
x
Rp.
150,000.00
=
Rp.
1,500.00
-
Mandor
0.0005 OH
x
Rp.
150,000.00
=
Rp.
75.00
=
Rp.
17,825.00
JUMLAH (A) B. BAHAN -
Grendel Jendela
1.000 Bh
=
Rp.
48,400.00
JUMLAH (B)
x
Rp.
48,400.00
=
Rp.
48,400.00
JUMLAH (A) + (B)
=
Rp.
66,225.00
10 Pemasangan 1 Buah Kait Angin A. TENAGA -
Pekerja
0.015 OH
x
Rp.
125,000.00
=
Rp.
1,875.00
-
Tukang Kayu
0.150 OH
x
Rp.
150,000.00
=
Rp.
22,500.00
-
Kepala Tukang
0.015 OH
x
Rp.
150,000.00
=
Rp.
2,250.00
-
Mandor
0.0080 OH
x
Rp.
150,000.00
=
Rp.
1,200.00
=
Rp.
27,825.00
JUMLAH (A) B. BAHAN -
Kait Angin
1.000 Bh
=
Rp.
60,500.00
JUMLAH (B)
x
Rp.
60,500.00
=
Rp.
60,500.00
JUMLAH (A) + (B)
=
Rp.
88,325.00
12 Pemasangan 1 M² Kaca Tebal 5 mm A. TENAGA -
Pekerja
0.015 OH
x
Rp.
125,000.00
=
Rp.
1,875.00
-
Tukang Kayu
0.150 OH
x
Rp.
150,000.00
=
Rp.
22,500.00
-
Kepala Tukang
0.015 OH
x
Rp.
150,000.00
=
Rp.
2,250.00
-
Mandor
0.0008 OH
x
Rp.
150,000.00
=
Rp.
120.00
=
Rp.
26,745.00
=
Rp.
344,850.00
=
Rp.
JUMLAH (B)
=
Rp.
344,850.00
JUMLAH (A) + (B)
=
Rp.
371,595.00
JUMLAH (A) B. BAHAN -
Kaca 5 mm
1.100 M²
x
Rp.
-
Sealant
0.050 Kg
x
Rp.
313,500.00
-
12 1 Buah Pasang Pegangan Pintu / Door Holder A. TENAGA -
Pekerja
0.005 OH
x
Rp.
125,000.00
=
Rp.
625.00
-
Tukang Kayu
0.500 OH
x
Rp.
150,000.00
=
Rp.
75,000.00
-
Kepala Tukang
0.050 OH
x
Rp.
150,000.00
=
Rp.
7,500.00
-
Mandor
0.0025 OH
x
Rp.
150,000.00
=
Rp.
375.00
=
Rp.
83,500.00
JUMLAH (A) B. BAHAN -
Pegangan Pintu (Door Holder)
1.000 Bh
=
Rp.
225,900.00
JUMLAH (B)
x
Rp.
225,900.00
=
Rp.
225,900.00
JUMLAH (A) + (B)
=
Rp.
309,400.00
HARGA SATUAN PEKERJAAN PENUTUP LANTAI DAN PENUTUP DINDING 1 Pemasangan 1 M² Lantai Keramik 20 cm x 20 cm A. TENAGA -
Pekerja
0.700 OH
x
Rp.
125,000.00
=
Rp.
87,500.00
-
Tukang Batu
0.350 OH
x
Rp.
150,000.00
=
Rp.
52,500.00
-
Kepala Tukang
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
-
Mandor
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
=
Rp.
150,500.00
JUMLAH (A) B. BAHAN -
Keramik 20 x 20 cm
26.500 Bh
x
Rp.
4,088.46
=
Rp.
108,344.23
-
Semen Portland
10.400 Kg
x
Rp.
2,200.00
=
Rp.
22,880.00
-
Pasir Pasang
0.045 M3
x
Rp.
125,000.00
=
Rp.
5,625.00
-
Semen Warna
1.620 Kg
x
Rp.
28,400.00
=
Rp.
46,008.00
JUMLAH (B)
=
Rp.
182,857.23
JUMLAH TOTAL (A) + (B)
=
Rp.
333,357.23
2 Pemasangan 1 M² Lantai Keramik 30 cm x 30 cm A. TENAGA -
Pekerja
0.500 OH
x
Rp.
125,000.00
=
Rp.
62,500.00
-
Tukang Batu
0.250 OH
x
Rp.
150,000.00
=
Rp.
37,500.00
-
Kepala Tukang
0.025 OH
x
Rp.
150,000.00
=
Rp.
3,750.00
-
Mandor
0.025 OH
x
Rp.
150,000.00
=
Rp.
3,750.00
=
Rp.
107,500.00
JUMLAH (A) B. BAHAN -
Keramik 30 x 30 cm
11.870 Bh
x
Rp.
10,654.55
=
Rp.
126,469.45
-
Semen Portland
10.000 Kg
x
Rp.
2,200.00
=
Rp.
22,000.00
-
Pasir Pasang
0.045 M3
x
Rp.
125,000.00
=
Rp.
5,625.00
-
Semen Warna
0.500 Kg
x
Rp.
28,400.00
=
Rp.
14,200.00
JUMLAH (B)
=
Rp.
168,294.45
JUMLAH TOTAL (A) + (B)
=
Rp.
275,794.45
3 Pemasangan 1 M² Lantai Keramik 40 cm x 40 cm A. TENAGA -
Pekerja
0.700 OH
x
Rp.
125,000.00
=
Rp.
87,500.00
-
Tukang Batu
0.350 OH
x
Rp.
150,000.00
=
Rp.
52,500.00
-
Kepala Tukang
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
-
Mandor
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
=
Rp.
150,500.00
JUMLAH (A) B. BAHAN -
Keramik 40 x 40 cm
-
Semen Portland
7.000 Bh
x
Rp.
18,752.00
=
Rp.
131,264.00
10.000 Kg
x
Rp.
2,200.00
=
Rp.
-
22,000.00
Pasir Pasang
0.045 M3
x
Rp.
125,000.00
=
Rp.
-
5,625.00
Semen Warna
0.500 Kg
x
Rp.
28,400.00
=
Rp.
14,200.00
JUMLAH (B)
=
Rp.
173,089.00
JUMLAH TOTAL (A) + (B)
=
Rp.
323,589.00
4 Pemasangan 1 M² Lantai Keramik 50 cm x 50 cm A. TENAGA -
Pekerja
0.700 OH
x
Rp.
125,000.00
=
Rp.
87,500.00
-
Tukang Batu
0.350 OH
x
Rp.
150,000.00
=
Rp.
52,500.00
-
Kepala Tukang
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
-
Mandor
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
=
Rp.
150,500.00
=
Rp.
JUMLAH (A) B. BAHAN -
Keramik 50 x 50 cm
4.050 Bh
x
Rp.
-
-
-
Semen Portland
10.000 Kg
x
Rp.
2,200.00
=
Rp.
-
Pasir Pasang
0.045 M3
x
Rp.
125,000.00
=
Rp.
22,000.00 5,625.00
-
Semen Warna
0.500 Kg
x
Rp.
28,400.00
=
Rp.
14,200.00
JUMLAH (B)
=
Rp.
41,825.00
JUMLAH TOTAL (A) + (B)
=
Rp.
192,325.00
3 Pemasangan 1 M² Dinding Keramik 40 cm x 40 cm A. TENAGA -
Pekerja
0.900 OH
x
Rp.
125,000.00
=
Rp.
112,500.00
-
Tukang Batu
0.450 OH
x
Rp.
150,000.00
=
Rp.
67,500.00
-
Kepala Tukang
0.045 OH
x
Rp.
150,000.00
=
Rp.
6,750.00
-
Mandor
0.045 OH
x
Rp.
150,000.00
=
Rp.
6,750.00
=
Rp.
193,500.00
JUMLAH (A) B. BAHAN -
Keramik 40 x 40 cm
-
Semen Portland
7.000 Bh
x
Rp.
7,000.00
=
Rp.
49,000.00
10.000 Kg
x
Rp.
2,200.00
=
Rp.
-
22,000.00
Pasir Pasang
0.045 M3
x
Rp.
125,000.00
=
Rp.
-
5,625.00
Semen Warna
0.500 Kg
x
Rp.
28,400.00
=
Rp.
14,200.00
JUMLAH (B)
=
Rp.
90,825.00
JUMLAH TOTAL (A) + (B)
=
Rp.
284,325.00
5 Pemasangan 1 M² Dinding Keramik 20 cm x 25 cm A. TENAGA -
Pekerja
0.900 OH
x
Rp.
125,000.00
=
Rp.
112,500.00
-
Tukang Batu
0.450 OH
x
Rp.
150,000.00
=
Rp.
67,500.00
-
Kepala Tukang
0.045 OH
x
Rp.
150,000.00
=
Rp.
6,750.00
-
Mandor
0.045 OH
x
Rp.
150,000.00
=
Rp.
6,750.00
=
Rp.
193,500.00
JUMLAH (A) B. BAHAN -
Keramik 20 x 25 cm
21.000 Bh
x
Rp.
7,430.00
=
Rp.
156,030.00
-
Semen Portland
9.300 Kg
x
Rp.
2,200.00
=
Rp.
20,460.00
-
Pasir Pasang
0.018 M3
x
Rp.
125,000.00
=
Rp.
2,250.00
-
Semen Warna
0.500 Kg
x
Rp.
28,400.00
=
Rp.
14,200.00
JUMLAH (B)
=
Rp.
192,940.00
JUMLAH TOTAL (A) + (B)
=
Rp.
386,440.00
6 Pemasangan 1 M² Lantai Granite 60 cm x 60 cm A. TENAGA -
Pekerja
0.260 OH
x
Rp.
125,000.00
=
Rp.
32,500.00
-
Tukang Batu
0.130 OH
x
Rp.
150,000.00
=
Rp.
19,500.00
-
Kepala Tukang
0.013 OH
x
Rp.
150,000.00
=
Rp.
1,950.00
-
Mandor
0.013 OH
x
Rp.
150,000.00
=
Rp.
1,950.00
=
Rp.
55,900.00
JUMLAH (A) B. BAHAN -
Keramik 40 x 40 cm
-
Semen Portland
1.050 Dos
x
Rp.
=
Rp.
10.000 Kg
x
Rp.
2,200.00
-
-
=
Rp.
-
Pasir Pasang
0.045 M3
x
Rp.
125,000.00
=
Rp.
5,625.00
Semen Warna
0.500 Kg
x
Rp.
28,400.00
=
Rp.
14,200.00
JUMLAH (B)
=
Rp.
41,825.00
JUMLAH TOTAL (A) + (B)
=
Rp.
97,725.00
22,000.00
7 Pemasangan 1 M² Batu Tempel A. TENAGA -
Pekerja
0.700 OH
x
Rp.
125,000.00
=
Rp.
87,500.00
-
Tukang Batu
0.350 OH
x
Rp.
150,000.00
=
Rp.
52,500.00
-
Kepala Tukang
0.035 OH
x
Rp.
150,000.00
=
Rp.
-
Mandor
0.035 OH
x
Rp.
150,000.00
=
Rp.
5,250.00
=
Rp.
150,500.00
JUMLAH (A)
5,250.00
B. BAHAN -
Batu Tempel
-
Semen Portland
-
Pasir Pasang
1.050 Bh
x
Rp.
=
Rp.
11.750 Kg
x
Rp.
2,200.00
=
Rp.
x
Rp.
125,000.00
0.035 M3
25,850.00
=
Rp.
4,375.00
JUMLAH (B)
=
Rp.
30,225.00
JUMLAH TOTAL (A) + (B)
=
Rp.
180,725.00
8 Pemasangan 1 M² Wallpaper Lebar 50 cm A. TENAGA -
Pekerja
0.350 OH
x
Rp.
125,000.00
=
Rp.
43,750.00
-
Tukang Batu
0.175 OH
x
Rp.
150,000.00
=
Rp.
26,250.00
-
Kepala Tukang
0.017 OH
x
Rp.
150,000.00
=
Rp.
2,550.00
-
Mandor
0.002 OH
x
Rp.
150,000.00
=
Rp.
300.00
=
Rp.
72,850.00
JUMLAH (A) B. BAHAN -
Wallpaper
2.200
M
x
Rp.
=
Rp.
-
-
Lem
0.250 Kg
x
Rp.
=
Rp.
-
JUMLAH (B)
=
Rp.
-
JUMLAH TOTAL (A) + (B)
=
Rp.
72,850.00
9 Pemasangan 1 M² Paving Block Tebal 8 cm A. TENAGA -
Pekerja
0.500 OH
x
Rp.
125,000.00
=
Rp.
62,500.00
-
Tukang Batu
0.500 OH
x
Rp.
150,000.00
=
Rp.
75,000.00
-
Kepala Tukang
0.050 OH
x
Rp.
150,000.00
=
Rp.
7,500.00
-
Mandor
0.0013 OH
x
Rp.
150,000.00
=
Rp.
195.00
=
Rp.
145,195.00
JUMLAH (A) B. BAHAN -
Paving Block
46.00 Bh
x
Rp.
=
Rp.
-
Pasir Urug
0.120 M3
x
Rp.
125,000.00
-
=
Rp.
-
Pasir Pasang
0.018 M3
x
Rp.
125,000.00
15,000.00
=
Rp.
2,250.00
JUMLAH (B)
=
Rp.
17,250.00
JUMLAH TOTAL (A) + (B)
=
Rp.
162,445.00
HARGA SATUAN PEKERJAAN ELEKTRIKAL 2 Memasang MCB A.
TENAGA
-
Pekerja
0.025 OH x
Rp.
125,000.00 =
Rp.
3,125.00
-
Kepala Tukang Listrik
0.017 OH x
Rp.
150,000.00 =
Rp.
2,550.00
-
Mandor
0.014 OH x
Rp.
150,000.00 =
Rp.
2,100.00
=
Rp.
7,775.00
B.
BAHAN
-
MCB 1P 4A
1 Bh
x
Rp.
39,800.00 =
Rp.
39,800.00
-
Perlengkapan Instalasi
5%
x
Rp.
39,800.00 =
Rp.
1,990.00
JUMLAH (B)
=
Rp.
41,790.00
JUMLAH TOTAL (A) + (B)
=
Rp.
49,565.00
JUMLAH (A)
3 Memasang Stop Kontak A.
TENAGA
-
Pekerja
1 OH x
Rp.
125,000.00 =
Rp.
125,000.00
-
Kepala Tukang Listrik
0.065 OH x
Rp.
150,000.00 =
Rp.
9,750.00
-
Mandor
0.012 OH x
Rp.
150,000.00 =
Rp.
1,800.00
=
Rp.
136,550.00
JUMLAH (A) B.
BAHAN
-
Stop Kontak 1P 220 Volt
1 Bh
x
Rp.
19,300.00 =
Rp.
19,300.00
-
Perlengkapan Instalasi
5%
x
Rp.
19,300.00 =
Rp.
965.00
JUMLAH (B)
=
Rp.
20,265.00
JUMLAH TOTAL (A) + (B)
=
Rp.
156,815.00
4 Memasang Saklar Tunggal A.
TENAGA
-
Pekerja
-
1 OH x
Rp.
125,000.00 =
Rp.
125,000.00
Kepala Tukang Listrik
0.065 OH x
Rp.
150,000.00 =
Rp.
9,750.00
Mandor
0.012 OH x
Rp.
150,000.00 =
Rp.
1,800.00
=
Rp.
136,550.00 19,300.00
JUMLAH (A) B.
BAHAN
-
Saklar Tunggal
1 Bh
x
Rp.
19,300.00 =
Rp.
-
Perlengkapan Instalasi
5%
x
Rp.
19,300.00 =
Rp.
965.00
JUMLAH (B)
=
Rp.
20,265.00
JUMLAH TOTAL (A) + (B)
=
Rp.
156,815.00
5 Memasang Saklar Ganda A.
TENAGA
-
Pekerja
1 OH x
Rp.
125,000.00 =
Rp.
125,000.00
-
Kepala Tukang Listrik
0.065 OH x
Rp.
150,000.00 =
Rp.
9,750.00
-
Mandor
0.012 OH x
Rp.
150,000.00 =
Rp.
1,800.00
=
Rp.
136,550.00
B.
BAHAN
-
Saklar Ganda
1 Bh
x
Rp.
27,700.00 =
Rp.
27,700.00
-
Perlengkapan Instalasi
5%
x
Rp.
27,700.00 =
Rp.
1,385.00
JUMLAH (B)
=
Rp.
29,085.00
JUMLAH TOTAL (A) + (B)
=
Rp.
165,635.00
JUMLAH (A)
6 Memasang Lampu Jari-jari 18 Watt + Vetting A.
TENAGA
-
Pekerja
0.5 OH x
Rp.
125,000.00 =
Rp.
62,500.00
-
Kepala Tukang Listrik
0.065 OH x
Rp.
150,000.00 =
Rp.
9,750.00
-
Mandor
0.012 OH x
Rp.
150,000.00 =
Rp.
1,800.00
=
Rp.
74,050.00
B.
BAHAN
-
Lampu jari-jari 18 Watt + Vetting
1 Bh
x
Rp.
61,600.00 =
Rp.
61,600.00
-
Perlengkapan Instalasi
5%
x
Rp.
61,600.00 =
Rp.
3,080.00
JUMLAH (B)
=
Rp.
64,680.00
JUMLAH TOTAL (A) + (B)
=
Rp.
138,730.00
JUMLAH (A)
HARGA SATUAN PEKERJAAN SANITASI
1 Pemasangan 1 Buah Kloset Jongkok A. TENAGA -
Pekerja
1.000 OH
x
Rp.
125,000.00
=
Rp.
125,000.00
-
Tukang Batu
1.500 OH
x
Rp.
150,000.00
=
Rp.
225,000.00
-
Kepala Tukang
0.150 OH
x
Rp.
150,000.00
=
Rp.
22,500.00
-
Mandor
0.160 OH
x
Rp.
150,000.00
=
Rp.
24,000.00
=
Rp.
396,500.00
JUMLAH (A) B. BAHAN -
Kloset Jongkok
1.000 Unit
x
Rp.
313,500.00
=
Rp.
313,500.00
-
Semen Portland
6.000 Kg
x
Rp.
2,200.00
=
Rp.
13,200.00
-
Pasir Pasang
0.010 M³
x
Rp.
125,000.00
=
Rp.
1,250.00
JUMLAH (B)
=
Rp.
327,950.00
JUMLAH (A) + (B)
=
Rp.
724,450.00
2 Pemasangan 1 Buah Floor Drain A. TENAGA -
Pekerja
0.010 OH
x
Rp.
125,000.00
=
Rp.
1,250.00
-
Tukang Batu
0.100 OH
x
Rp.
150,000.00
=
Rp.
15,000.00
-
Kepala Tukang
0.010 OH
x
Rp.
150,000.00
=
Rp.
1,500.00
-
Mandor
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
=
Rp.
18,500.00
JUMLAH (A) B. BAHAN -
Floor Drain
1.000 Unit
=
Rp.
50,000.00
JUMLAH (B)
x
Rp.
50,000.00
=
Rp.
50,000.00
JUMLAH (A) + (B)
=
Rp.
68,500.00
3 Pemasangan 1 Kran Air Diameter 1/2" A. TENAGA -
Pekerja
0.010 OH
x
Rp.
125,000.00
=
Rp.
1,250.00
-
Tukang Batu
0.400 OH
x
Rp.
150,000.00
=
Rp.
60,000.00
-
Kepala Tukang
0.040 OH
x
Rp.
150,000.00
=
Rp.
6,000.00
-
Mandor
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
=
Rp.
68,000.00
=
Rp.
152,000.00
=
Rp.
JUMLAH (B)
=
Rp.
152,000.00
JUMLAH (A) + (B)
=
Rp.
220,000.00
JUMLAH (A) B. BAHAN -
Kran 1/2"
1.000 Bh
x
Rp.
-
Sealtape
0.025 Bh
x
Rp.
152,000.00 -
-
4 Pemasangan 1 M¹ Pipa PVC Tipe AW Diameter 3/4" A. TENAGA -
Pekerja
0.036 OH
x
Rp.
125,000.00
=
Rp.
4,500.00
-
Tukang Batu
0.060 OH
x
Rp.
150,000.00
=
Rp.
9,000.00
-
Kepala Tukang
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
-
Mandor
0.002 OH
x
Rp.
150,000.00
=
Rp.
300.00
=
Rp.
14,700.00
=
Rp.
13,080.00
=
Rp.
3,815.00
JUMLAH (B)
=
Rp.
16,895.00
JUMLAH (A) + (B)
=
Rp.
31,595.00
JUMLAH (A) B. BAHAN -
Pipa PVC 3/4"
-
Perlengkapan
1.200
M
x
Rp.
10,900.00
35 % x Pipa
5 Pemasangan 1 M¹ Pipa PVC Tipe AW Diameter 3" A. TENAGA -
Pekerja
0.054 OH
x
Rp.
125,000.00
=
Rp.
6,750.00
-
Tukang Batu
0.090 OH
x
Rp.
150,000.00
=
Rp.
13,500.00
-
Kepala Tukang
0.009 OH
x
Rp.
150,000.00
=
Rp.
1,350.00
-
Mandor
0.003 OH
x
Rp.
150,000.00
=
Rp.
450.00
=
Rp.
22,050.00
=
Rp.
55,920.00
=
Rp.
16,310.00
JUMLAH (B)
=
Rp.
72,230.00
JUMLAH (A) + (B)
=
Rp.
94,280.00
JUMLAH (A) B. BAHAN -
Pipa PVC 2"
-
Perlengkapan
1.200
6 Pemasangan 1 M¹ Pipa PVC Tipe AW Diameter 4"
M
x
Rp.
35 % x Pipa
46,600.00
A. TENAGA -
Pekerja
0.081 OH
x
Rp.
125,000.00
=
Rp.
10,125.00
-
Tukang Batu
0.135 OH
x
Rp.
150,000.00
=
Rp.
20,250.00
-
Kepala Tukang
0.0135 OH
x
Rp.
150,000.00
=
Rp.
2,025.00
-
Mandor
0.004 OH
x
Rp.
150,000.00
=
Rp.
600.00
=
Rp.
33,000.00
=
Rp.
63,840.00
=
Rp.
18,620.00
JUMLAH (B)
=
Rp.
82,460.00
JUMLAH (A) + (B)
=
Rp.
115,460.00
JUMLAH (A) B. BAHAN -
Pipa PVC 4"
-
Perlengkapan
1.200
M
x
Rp.
35 % x Pipa
53,200.00
HARGA SATUAN PEKERJAAN LANGIT-LANGIT
3 Pemasangan 1 M² Langit-langit GRC, Tebal 6 mm A. TENAGA -
Pekerja
0.100 OH
x
Rp.
125,000.00
=
Rp.
12,500.00
-
Tukang Kayu
0.050 OH
x
Rp.
150,000.00
=
Rp.
7,500.00
-
Kepala Tukang
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
-
Mandor
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
=
Rp.
21,500.00
=
Rp.
=
Rp.
3,388.00
JUMLAH (B)
=
Rp.
3,388.00
JUMLAH TOTAL (A) + (B)
=
Rp.
24,888.00
JUMLAH (A) B. BAHAN -
Gypsum Board
0.364 Lbr
x
Rp.
-
Paku Skrup
0.110 Kg
x
Rp.
30,800.00
-
4 Pemasangan 1 M¹ List Langit-langit Kayu Profil A. TENAGA -
Pekerja
0.050 OH
x
Rp.
125,000.00
=
Rp.
6,250.00
-
Tukang Kayu
0.050 OH
x
Rp.
150,000.00
=
Rp.
7,500.00
-
Kepala Tukang
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
-
Mandor
0.003 OH
x
Rp.
150,000.00
=
Rp.
450.00
=
Rp.
14,950.00 6,693.75
JUMLAH (A) B. BAHAN -
List Kayu Profil
1.050
M
x
Rp.
6,375.00
=
Rp.
-
Paku
0.010 Kg
x
Rp.
30,800.00
=
Rp.
308.00
JUMLAH (B)
=
Rp.
7,001.75
JUMLAH TOTAL (A) + (B)
=
Rp.
21,951.75
PEKERJAAN ATAP 1 Pemasangan 1 M² Atap Seng Gelombang BJLS 0.25 mm A. TENAGA -
Pekerja
0.120 OH
x
Rp.
125,000.00
=
Rp.
15,000.00
-
Tukang Kayu
0.060 OH
x
Rp.
150,000.00
=
Rp.
9,000.00
-
Kepala Tukang
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
-
Mandor
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
=
Rp.
25,800.00 76,930.00
JUMLAH (A) B. BAHAN -
Seng Gelombang 0.25 mm
0.700 Lbr
x
Rp.
109,900.00
=
Rp.
-
Paku Seng
0.020 Kg
x
Rp.
44,100.00
=
Rp.
882.00
JUMLAH (B)
=
Rp.
77,812.00
JUMLAH TOTAL (A) + (B)
=
Rp.
103,612.00
2 Pemasangan 1 M² Atap Spandek BJLS 0.25 mm A. TENAGA -
Pekerja
0.120 OH
x
Rp.
125,000.00
=
Rp.
15,000.00
-
Tukang Kayu
0.060 OH
x
Rp.
150,000.00
=
Rp.
9,000.00
-
Kepala Tukang
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
-
Mandor
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
=
Rp.
25,800.00 77,000.00
JUMLAH (A) B. BAHAN -
Spandek 0.25 mm
0.280 Lbr
x
Rp.
275,000.00
=
Rp.
-
Paku Hak Panjang
0.020 Kg
x
Rp.
44,100.00
=
Rp.
882.00
JUMLAH (B)
=
Rp.
77,882.00
JUMLAH TOTAL (A) + (B)
=
Rp.
103,682.00
3 Pemasangan 1 M² Atap Transparant 0.8 mm A. TENAGA -
Pekerja
0.120 OH
x
Rp.
125,000.00
=
Rp.
15,000.00
-
Tukang Kayu
0.060 OH
x
Rp.
150,000.00
=
Rp.
9,000.00
-
Kepala Tukang
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
-
Mandor
0.006 OH
x
Rp.
150,000.00
=
Rp.
900.00
=
Rp.
25,800.00
=
Rp.
=
Rp.
882.00
JUMLAH (B)
=
Rp.
882.00
JUMLAH TOTAL (A) + (B)
=
Rp.
26,682.00
JUMLAH (A) B. BAHAN -
Atap Transparant
0.540 Lbr
x
Rp.
-
Paku Hak Panjang
0.020 Kg
x
Rp.
44,100.00
-
4 Pemasangan 1 M¹ Bubungan/Jurai Atap Seng A. TENAGA -
Pekerja
0.200 OH
x
Rp.
125,000.00
=
Rp.
25,000.00
-
Tukang Kayu
0.200 OH
x
Rp.
150,000.00
=
Rp.
30,000.00
-
Kepala Tukang
0.020 OH
x
Rp.
150,000.00
=
Rp.
3,000.00
-
Mandor
0.001 OH
x
Rp.
150,000.00
=
Rp.
150.00
=
Rp.
58,150.00 89,250.00
JUMLAH (A) B. BAHAN
5
-
Seng Plat
1.050
M
x
Rp.
85,000.00
=
Rp.
-
Paku Seng
0.015 Kg
x
Rp.
44,100.00
=
Rp.
661.50
JUMLAH (B)
=
Rp.
89,911.50
JUMLAH TOTAL (A) + (B)
=
Rp.
148,061.50
Pemasangan 1 M Listplank GRC A. TENAGA -
Pekerja
0.100 OH
x
Rp.
125,000.00
=
Rp.
12,500.00
-
Tukang Kayu
0.200 OH
x
Rp.
150,000.00
=
Rp.
30,000.00
-
Kepala Tukang
0.020 OH
x
Rp.
150,000.00
=
Rp.
3,000.00
-
Mandor
0.005 OH
x
Rp.
150,000.00
=
Rp.
750.00
=
Rp.
46,250.00 47,250.00
JUMLAH (A) B. BAHAN -
Listplank GRC 6 mm
1.050 M¹
x
Rp.
45,000.00
=
Rp.
-
Paku 5 - 7 cm
0.050 Kg
x
Rp.
30,800.00
=
Rp.
1,540.00
JUMLAH (B)
=
Rp.
48,790.00
JUMLAH TOTAL (A) + (B)
=
Rp.
95,040.00
HARGA SATUAN PEKERJAAN PENGECATAN 2 Pengecatan 1 M² Bidang Tembok Baru (1 lapis plamur, 1 lapis cat dasar, 2 lapis cat penutup) A. TENAGA -
Pekerja
0.020 OH
x
Rp.
125,000.00
=
Rp.
2,500.00
-
Tukang Cat
0.036 OH
x
Rp.
150,000.00
=
Rp.
5,400.00
-
Kepala Tukang
0.0063 OH
x
Rp.
150,000.00
=
Rp.
945.00
-
Mandor
0.003 OH
x
Rp.
150,000.00
=
Rp.
450.00
=
Rp.
9,295.00
JUMLAH (A) B. BAHAN -
Plamuur
0.100 Kg
x
Rp.
19,300.00
=
Rp.
1,930.00
-
Cat Dasar
0.100 Kg
x
Rp.
31,200.00
=
Rp.
3,120.00
-
Cat Penutup
0.260 Kg
x
Rp.
31,200.00
=
Rp.
8,112.00
-
Kuas Roll
0.010 Bh
x
Rp.
35,300.00
=
Rp.
353.00
JUMLAH (B)
=
Rp.
13,515.00
JUMLAH TOTAL (A) + (B)
=
Rp.
22,810.00
BAHAN FABRIKASI DAN SEWA ALAT LOKASI : PULAU TALIABU NO
JENIS BAHAN
I 1
BAHAN PEREKAT Semen Tonasa
II 1 2
BAHAN PENUTUP ATAP Seng Spandek 0.25 mm Main Truss C 75.35.0,75
3 4 5 6 7 8 9 10 11 12 13 14 15 16
KETERANGAN
SATUAN
Semen Tonasa
Kg
2,200.00
Uk. 5 m
Lbr
275,000.00 16,500.00
M¹ M¹ M¹ Bh Bh
Roof Bottom / Reng R 33-0,45 Main Truss C 100.50.1,00 Self Drilling Screw Dia. 6 mm (Truss Screw) Self Drilling Screw Dia. 4 mm (Roof Bottom Screw) Nok Untuk Seng Spandek (Bentuk Segitiga)
Tripleks 9 mm Lisplank PVC Sekrup Plamur Cat Dasar Cat Penutup Kuas Roll Paku Skrup Dynabolt
Uk. 2x4x0.08 m Per-Kg
Per-Bh
M¹ Lbr M' Kg Kg Kg Kg Bh Bh Bh
HARGA (Rp.)
10,000.00 25,000.00 500.00 500.00 25,000.00 122,000.00 17,500.00 70,000.00 19,300.00 31,200.00 31,200.00 35,300.00 800.00 5,000.00
BAHAN MATERIAL ALAMI LOKASI : PULAU TALIABU NO
JENIS BAHAN
SATUAN
HARGA (Rp.)
A 1 2
BATU Batu Kali / Batu Gunung Belah Batu Kerikil
M3 M3
350,000.00 400,000.00
3 4
Batu Belah 3 - 5 cm Batu Belah 1 - 2 cm
M3 M3
400,000.00 400,000.00
B 1 2
SIRTU / PASIR / TANAH Pasir Urug Tanah Urug
M3 M3
125,000.00 100,000.00
3 4
Pasir Beton Pasir Pasang
M3 M3
125,000.00 125,000.00
UPAH PEKERJA LOKASI : PULAU TALIABU NO
TENAGA KERJA
KETERANGAN
UPAH (Rp./Hari) 150,000.00
1
Mandor Lapangan
2 3 4
Kepala Tukang Tukang Kayu Tukang Batu
150,000.00 150,000.00 150,000.00
5 6
Tukang Besi Tukang Cat
150,000.00 150,000.00
7 8
Tukang Listrik Pekerja
150,000.00 125,000.00
DAFTAR HARGA SATUAN UPAH DAN BAHAN
NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14
JENIS UPAH
satuan
Pekerja / knek Tukang gali Tukang batu Tukang kayu Tukang besi Tukang cat Tukang babat rumput Tukang taman Tukang pasang pipa Tukang las Kepala tukang batu Kepala tukang kayu Kepala tukang besi Kepala tukang cat Kepala tukang pasang pipa Mandor/ pengawas
JENIS BAHAN Ampelas Aluminium Composite Panel Bathup Bak cuci Stainless steel Bak cuci Teraso Bak Fiberglass Bambu Ø 6 - 8 / 600 cm Bata Bata Batako Batu Belah 15 / 20 Batu Kerikil Batu Koral Batu Pecah
15 Batu Tempel Hitam 16 Besi Beton Ø6 Besi Beton Ø8 Besi Beton Ø10
harga real Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
SPESIFIKASI
125,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00
harga real 6,600.00 425,000.00 4,500,000.00 750,000.00 500,000.00 375,000.00 17,500.00 850.00 735,250.00 5,000.00 412,500.00 412,500.00 412,500.00 412,500.00 175,000.00 65,000.00 75,000.00 95,000.00
SATUAN Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh
SATUAN Lbr M2 Bh Bh Bh Bh Btg Bh M3 Bh M3 M3 M3 M2 M2 Kg Kg Kg
17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
Besi Beton Ø12 Besi Hollow 4/4 Medium B Besi Strip Cat Tembok matex Cat Antara Cat Dasar Cat Meni Cat Penutup Cat Kayu Glotex Dempul Dempul Jadi Door Closer Door Holder Door Stop Engsel Jendela 3" Engsel Pintu 4" Espagnolet Flincote / Meni Besi Floor Drain Genteng Metal Grendel Jendela Gypsum Board 9mm Hollow Alluminium Handle
40 Ijuk 41 Inbow doos 42 Kaca Bening 3 mm Kaca Bening 5 mm 43 Kaca Bening 8 mm 44 Kaca Buram 12 mm 45 Kait Angin 46 Kawat Beton 47 Kayu Klas I 48 Kayu Klas II 49 Kayu Klas III 50 Kayu Kaso 5/7 (klas III) 51 Kloset Duduk / Monoblok 52 Kloset Jongkok Porselen 53 Kompon 54 Kran Air 55 Smartruss C 75.75 56 Reng (TR 32.45.0,35) 57 Screw Bremick 58 Strap Bracing
130,000.00 45,000.00 30,000.00 28,600.00 10,000.00 68,200.00 67,100.00 28,600.00 57,200.00 56,100.00 56,100.00 180,000.00 265,000.00 35,000.00 66,550.00 83,050.00 85,000.00 67,100.00 551,100.00 136,800.00 44,550.00 70,000.00 10,000.00 17,250.00 35,000.00 22,500.00 150,000.00 250,000.00 220,000.00 275,000.00 10,000.00 40,000.00 3,850,000.00 1,980,000.00 1,980,000.00 1,980,000.00 508,000.00 175,000.00 5,000.00 25,000.00 30,314.00 23,600.00 15,000.00 12,500.00
Kg M1 Kg Kg Kg Kg Kg Kg Kg Kg Kg Bh Bh Bh Bh Bh Bh Kg Bh Lbr Bh Lbr M1 Psg M3 Bh M2 M2 M2 Bh Kg M3 M3 M3 m3 Bh Bh Kg Bh M' M' Kg M'
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 99 100 101
Genteng Metal 0,25 mm Paku Genteng Metal Nok Genteng Metal 100 cm Kuas Kunci Silinder Kunci Tanam Biasa Kunci Tanam 2 Slag Kusen Alluminium Lem Kayu Llist Gypsum 10 cm Llist Profil SP 4 Minyak Bekisting Minyak Cat Nok Genteng Metal Paku Biasa ½" - 1" Paku Biasa 2" - 5" Hollow 4/4 Zincromate Hollow 2/4 Zincromate Gypsum Board (120 x 240 x 9 mm) Paku Sekrup Dinabolt Cotton Plaster Compoun Avour Papan Kayu Klas II Pasir Beton Pasir Pasang Pasir Urug Perekat Wallpaper Pintu Allumunium (WC) Pipa PVC tipe AW Ø ½" Pipa PVC tipe AW Ø ¾" Pipa PVC tipe AW Ø 1 1/4" Pipa PVC tipe AW Ø 2" Pipa PVC tipe AW Ø 3" Pipa PVC tipe AW Ø 4" Plamir Plint Keramik 10 x 20 cm Plywood 4 mm Plywood 9 mm Saklar Tunggal Saklar Ganda Seal tape Sekrup Alluminium (¼"-½")
78,000.00 28,000.00 40,000.00 12,000.00 115,000.00 178,550.00 322,500.00 100,000.00 12,500.00 18,000.00 12,900.00 6,000.00 30,000.00 40,000.00 27,500.00 27,500.00 60,000.00 50,000.00 220,000.00 800.00 5,000.00 80,000.00 45,000.00 39,200.00 1,980,000.00 143,000.00 143,000.00 143,000.00 368,600.00 30,000.00 35,000.00 66,000.00 102,000.00 153,000.00 175,000.00 15,000.00 2,000.00 95,000.00 145,000.00 17,600.00 25,300.00
Kg Lbr Bh Bh Bh Bh Bh M1 Ltr M1 M1 Ltr Kg Lbr Kg Kg Btg Btg Lbr Bh Bh Bh Kg Bh M3 M3 M3 M3 Kg Bh M1 M1 M1 M1 M1 Kg Bh Lbr Lbr Bh Bh Bh Bh
102 103 104 105 106 107 108 109 110 111 112 113 114 115 117 118 121 122 123 124 125 126 127 128 129
Sekrup Gypsum (½"-1") Semen Semen Warna Seng Gelombang BJLS 0,25mm Seng Plat Shower Sisalation / Alluminium Foil Stop Kontak Tanah Urug Tarikan Jendela Teakwood 4 mm Tegel Keramik 20 x 20 cm standar Tegel Keramik 20 x 20 cm sedang Tegel Keramik 20 x 25 cm Tegel Keramik 30 x 30 cm standar Tegel Keramik 30 x 30 cm sedang Tegel Keramik 40 x 40 cm standar Tegel Keramik 40 x 40 cm sedang Tripleks 3 mm Urinoir Vernis Wallpaper Wastafel MCB lampu Jari-jari 25 Watt
3,850.00 25,850.00 110,000.00 94,600.00
15,000.00 137,500.00
96,800.00 80,300.00 135,300.00 176,700.00 93,500.00 125,400.00 106,700.00 83,600.00
167,600.00 35,300.00 59,800.00
Kg Kg Kg Lbr Lbr Bh M2 Bh M3 Bh Lbr M2 Bh M2 M2 Bh M2 Bh Lbr Bh Ltr M2 Bh Bh
HARGA SATUAN BAHAN FABRIKASI LOKASI : PULAU TERNATE
NO
JENIS BAHAN
SPESIFIKASI MERK / MODEL UKURAN
1
2
3
I
BAHAN PEREKAT
1 2
Semen Tonasa Semen Warna
II 1 2 3
BATA, BATU DAN PAVING
4 5 6 7 8 9
Batu Alam Tekstur Halus Paving Segi Empat Paving Segi Tiga Paving Segi Enam Batu Angin Keramik Batu Angin Beton
III 1
Bata Semen Press Bata Merah Batu Alam Tekstur Kasar
4
(Rp) 5
ONGKOS ANGKUT KE LOKASI PROYEK (Rp) 6
HARGA BELUM BELUM TERMASUK KEUNTUNGAN PIHAK KE III (Rp) 7 = (5+6)
PROFIT 10%
HARGA TERMASUK KEUNTUNGAN PIHAK KE III (Rp) 9 = (7+8)
KEUNTUNGAN PIHAK KE III 10% (Rp) 8 = (7*10%)
Zak Kg
95,000.00 23,000.00
10,000.00 500.00
9,500.00 2,300.00
114,500.00 25,800.00
11,450.00 2,580.00
125,950.00 28,380.00
Bh Bh Peti Peti Bh Bh
3,500.00 3,000.00
800.00 800.00
350.00 300.00 -
4,650.00 4,100.00 -
465.00 410.00 -
5,115.00 4,510.00 -
-
Bh Bh Bh
-
-
-
BAHAN BAJA Kg
Besi Beton Dia. (6 mm x 12 m) Dia. (8 mm x 12 m) Dia. (10 mm x 12 m) Dia. (12 mm x 12 m)
2 3 4 5
SATUAN
HARGA PASARAN
Besi Plat Rata-rata Besi Tempa Rangka Atap Baja Ringan Kawat Beton
Staf Staf Staf Staf
35,000.00 50,000.00 83,000.00
10,000.00 10,000.00 10,000.00
3,500.00 5,000.00 8,300.00
48,500.00 65,000.00 101,300.00
4,850.00 6,500.00 10,130.00
53,350.00 71,500.00 111,430.00
120,000.00
10,000.00
12,000.00
142,000.00
14,200.00
156,200.00
500.00
4,000.00
44,500.00
4,450.00
48,950.00
Kg M² M² Kg
40,000.00
IV 1 2 3 4 5 6 7 8 9 10 11
BAHAN ALMUNIUM Kusen Almunium Rangka Jendela Almunium Rangka Pintu Almunium Pintu Rolling Door 0,6 mm Ralling pagar besi hollow Kusen & Pintu Alumenium Toilet Kusen & Pintu PVC Toilet Kunci Pintu 2 Slaag Kunci Pintu 1 Slaag Engsel Pintu Engsel Jendela
12 13 14 15 16 17
Handle Pintu Selinder Door Stoper Door Closer Slot Tanam Kait Angin
18 19 20
Grendel Pintu Grendel Jendela Sealant
V 1 2 3 4 5 VI 1 2 3
Tripleks t. 3 mm Tripleks t. 4 mm Tripleks t. 5 mm Tripleks t. 9 mm Lisprofil Kayu
Bh Bh Bh Bh Bh Tube
250,000.00 150,000.00 75,000.00 60,000.00
500.00 500.00 500.00 500.00
50,000.00 40,000.00 40,000.00
275,500.00 165,500.00 83,000.00 66,500.00
27,550.00 16,550.00 8,300.00 6,650.00
303,050.00 182,050.00 91,300.00 73,150.00
5,000.00
55,000.00
5,500.00
60,500.00
4,000.00 4,000.00 -
44,000.00 44,000.00 -
4,400.00 4,400.00 -
48,400.00 48,400.00 -
Lbr Lbr Lbr Lbr Staf
75,000.00
1,000.00
7,500.00 -
83,500.00 -
8,350.00 -
91,850.00 -
133,000.00 186,000.00 12,000.00
1,000.00 1,000.00 10,000.00
13,300.00 18,600.00 1,200.00
147,300.00 205,600.00 23,200.00
14,730.00 20,560.00 2,320.00
162,030.00 226,160.00 25,520.00
86,000.00 95,000.00 95,000.00
2,000.00 2,000.00 2,000.00
121,000.00
2,000.00
8,600.00 9,500.00 9,500.00 12,100.00 -
96,600.00 106,500.00 106,500.00 135,100.00 -
9,660.00 10,650.00 10,650.00 13,510.00 -
106,260.00 117,150.00 117,150.00 148,610.00 -
BAHAN LANTAI DAN DINDING KERAMIK
4 5 6 7
Granite Lantai 40/40 Cm Granite Lantai 60/60 Cm
3 4 5 6
M² M² Unit Unit Bh Bh Bh Bh Bh Bh Bh
25,000.00 15,000.00 7,500.00 6,000.00
BAHAN PELAPIS
Keramik Lantai 20/20 Cm Keramik Lantai 30/30 Cm Keramik Lantai 40/40 Cm Keramik Lantai 50/50 Cm Keramik Dinding 20/25 Cm Keramik Dinding 25/40 Cm
VII 1 2
M¹ M¹ M¹
M² M² M² M² M² M² M² M²
-
-
-
-
BAHAN PENUTUP ATAP Seng Gelombang BJLS 0.20 mm Seng Gelombang BJLS 0.25 mm Seng Gelombang BJLS 0.30 mm Seng Plat BJLS 0.25 mm Seng Plat BJLS 0.30 mm Seng Multiroof 0.25 mm
Lbr Lbr Lbr Lbr Lbr Lbr
80,000.00 89,000.00
2,000.00 2,000.00
8,000.00 8,900.00
90,000.00 99,900.00
9,000.00 9,990.00
99,000.00 109,890.00
98,000.00 84,000.00 110,000.00
2,000.00 2,000.00 2,000.00
9,800.00 8,400.00 11,000.00 -
109,800.00 94,400.00 123,000.00 -
10,980.00 9,440.00 12,300.00 -
120,780.00 103,840.00 135,300.00 -
7 8 9
Bubungan Multiroof 0.25 mm Seng Spandek 0.25 mm Karpet Pelapis Multiroof (Aluminium Foil)
Bh Lbr Roll
-
-
-
-
VIII 1 2 3 IX 1 2 3 4 5 6 7 X 1
BAHAN KACA Kaca Polos 3 mm Kaca Polos 5 mm Kaca Polos 8 mm
125,000.00 250,000.00
10,000.00 10,000.00
12,500.00 25,000.00 -
147,500.00 285,000.00 -
14,750.00 28,500.00 -
162,250.00 313,500.00 -
Kg Kg Kg Kg Kg Bh Bh
25,000.00 25,000.00 25,000.00 36,000.00
500.00 500.00 500.00 500.00
2,500.00 2,500.00 2,500.00 3,600.00
28,000.00 28,000.00 28,000.00 40,100.00
2,800.00 2,800.00 2,800.00 4,010.00
30,800.00 30,800.00 30,800.00 44,110.00
40,000.00
500.00
4,000.00 -
44,500.00 -
4,450.00 -
48,950.00 -
Kg Kg Kg Kg
50,000.00
2,000.00
5,000.00
57,000.00
5,700.00
62,700.00
60,000.00 60,000.00
2,000.00 1,000.00
Ltr Lbr Bh Bh Kg Kg
15,000.00 10,000.00 20,000.00
1,000.00 100.00 1,000.00
6,000.00 6,000.00 1,500.00 1,000.00 2,000.00
68,000.00 67,000.00 17,500.00 11,100.00 23,000.00
6,800.00 6,700.00 1,750.00 1,110.00 2,300.00
74,800.00 73,700.00 19,250.00 12,210.00 25,300.00
24,000.00
2,000.00
Kg Kg Bh Ltr
15,000.00
1,000.00
2,400.00 1,500.00 -
28,400.00 17,500.00 -
2,840.00 1,750.00 -
31,240.00 19,250.00 -
M² M²
BAHAN PAKU DAN MUR BAUT Paku 1 s/d 3 Cm Paku 5 s/d 10 Cm Paku 8 s/d 12 Cm Paku Seng Paku Beton Paku Skarup Mur/Baut BAHAN FINISHING Cat Kayu/Besi
2 3 4 5 6 7
Plamir Kayu Meni Kayu Wood Filler Thinner Amplas Kayu Kwas Cat
8 9 10 11 12 13
Kwas Roll Cat Tembok Cat Tembok Kw 2 Plamir Tembok Lem Kayu Seal Tape
14
Minyak Bekisting
XI 1 2 3
M²
-
-
-
-
-
-
-
-
BAHAN PARTISI DINDING/PLAFOND Gypsumboard t.9 mm Listprofil Gypsum 5 cm Rangka Plafond Metal Furing
Lbr M¹ M²
XII 1 2 3 4 5 6 7 8 9 10
BAHAN SANITASI
11 12 13
Kran Zink Kran Dinding Kran Wastafel
Wastafel Kloset Duduk Kloset Jongkok Urinoir Bak Air Fibreglass Bak Cici Piring Stainlessteel Waterdrain Shower Spray Shower Set Floordrain
XIII 1
BAHAN SALURAN AIR
2 3 4 5 6 7
Pipa PVC Dia. 3/4" Pipa PVC Dia. 1" Pipa PVC Dia. 2" Pipa PVC Dia. 3" Pipa PVC Dia. 4" Stop Kran Dia. 1"
8 9 10 11 12 13
Klep Dia. 3/4" Tangki Air 1000 Liter Tangki Air 500 Liter Pelampung Otomatis Roof Drain Metal Mesin Jet Pump Kap. 250 Watt
14
Mesin Pump Tekan. 150 Watt
XIV 1 2 3 4 5 6 7 8
Pipa PVC Dia. 1/2"
Unit Unit Unit Unit Bh Unit Bh Unit Unit Bh Bh Bh Bh
M¹ M¹ M¹ M¹ M¹ M¹ Bh Bh Bh Bh
500,000.00 1,200,000.00 250,000.00
10,000.00 10,000.00 10,000.00
50,000.00 120,000.00 25,000.00 45,000.00 -
560,000.00 1,330,000.00 285,000.00 505,000.00 -
56,000.00 133,000.00 28,500.00 50,500.00 -
616,000.00 1,463,000.00 313,500.00 555,500.00 -
450,000.00
10,000.00
30,000.00 35,000.00 35,000.00 102,000.00 153,000.00 175,000.00
1,000.00
3,000.00
34,000.00
3,400.00
37,400.00
1,000.00 1,000.00 1,000.00 1,000.00 1,000.00
3,500.00 3,500.00 10,200.00 15,300.00 17,500.00 -
39,500.00 39,500.00 113,200.00 169,300.00 193,500.00 -
3,950.00 3,950.00 11,320.00 16,930.00 19,350.00 -
43,450.00 43,450.00 124,520.00 186,230.00 212,850.00 -
Bh Bh Unit Unit
-
-
-
-
-
-
-
-
PERALATAN ELEKTRIKAL Box Panel PVC isi 4 MCB MCB 6 A MCB 10 A Kabel NYM 2 x 2,5 mm Kabel ETERNA 3 x 2,5 mm Kabel Telephone 4 x 0,5 mm Kabel CCTV Isolasi
9 10 11 12 13 14
Saklar Tunggal Saklar Ganda Stop Kontak Down Light / PLC 13 W Fitting Plafond + Lampu SL Lampu Jari-jari 18 Watt + Veting
15 16 17
Lampu TL 1 x 18 Watt Grille Lampu TL 1 x 36 Watt Grille Pipa Kabel
Bh Bh Bh M¹ M¹ M¹ M¹ Bh Bh Bh Bh Bh Bh Bh Bh Bh Btg
205,000.00 32,000.00 32,000.00 7,000.00 10,000.00
1,000.00 1,000.00 1,000.00 1,000.00 1,000.00
20,500.00 3,200.00 3,200.00 700.00 1,000.00 -
226,500.00 36,200.00 36,200.00 8,700.00 12,000.00 -
22,650.00 3,620.00 3,620.00 870.00 1,200.00 -
249,150.00 39,820.00 39,820.00 9,570.00 13,200.00 -
15,000.00 22,000.00 15,000.00 250,000.00
1,000.00 1,000.00 1,000.00 2,000.00
50,000.00
1,000.00
1,500.00 2,200.00 1,500.00 25,000.00 5,000.00
17,500.00 25,200.00 17,500.00 277,000.00 56,000.00
1,750.00 2,520.00 1,750.00 27,700.00 5,600.00
19,250.00 27,720.00 19,250.00 304,700.00 61,600.00
-
-
-
-
