REKAPITULASI Kegiatan
:
Pekerjaan
: Pembuatan Pos Jaga
Lokasi
:
Tahun Anggaran
: APBN-P 2012
No
Uraian Pekerjaan
1
2
ANGGARAN
Jumlah Harga (Rp.) 3
A
PEKERJAAN PERSIAPAN
1,500,000
B
PEKERJAAN TANAH DAN PASIR
2,063,280
C
PEKERJAAN PONDASI
4,141,955
D
PEKERJAAN BETON
10,141,900
E
PEKERJAAN LANTAI DAN PASANGAN
15,399,160
F
PEKERJAAN PINTU, JENDELA & VENTILASI
4,409,261
G
PEKERJAAN PLAFOND
1,418,725
H
PEKERJAAN PENGECATAN
3,695,349
I
PEKERJAAN PENGGANTUNG
1,432,605
J
PEKERJAAN INSTALASI LISTRIK
1,310,000
K
PEKERJAAN SANITASI
5,315,613
L
PEKERJAAN AKHIR DAN LAIN-LAIN
1,500,000
HARGA FISIK
52,327,848
PPN 10%
5,232,785
JUMLAH HARGA
57,560,632
DIBULATKAN
57,500,000
TERBILANG : LIMA PULUH TUJUH JUTA ENAM RATUS RIBU RUPIAH
Palu,
September 2012
Mengetahui/Menyetujui Pejabat Pembuat Komitmen
Dibuat Oleh, Konsultan Perencana PT. ADITAMA KARYA
ICHSAN FIRMANSYAH M. AMIN, SE NIP. 19830303 200901 1 026
ABDUL RAHMAN, ST., IAI Direktur
RENCANA ANGGARAN BIAYA (RAB) : : Pembuatan Pos Jaga : : APBN-P 2012
Kegiatan Pekerjaan Lokasi Tahun Anggaran No 1
Uraian Pekerjaan
Satuan
Volume
Harga Satuan (Rp.)
Jumlah Harga (Rp.)
2
3
4.00
5
6
A 1 2 3
PEKERJAAN PERSIAPAN Pek Pembersihaan Lokasi Pek. Papan Nama Proyek Pengukuran dan Pemasangan Bowplank
Ls Ls Ls
1.00 1.00 1.00
500,000 500,000 500,000 Jumlah A
500,000 500,000 500,000 1,500,000
B 1 2 3 4 5
PEKERJAAN TANAH DAN PASIR Pek. Galian Tanah Pek. Urugan Kembali Bekas Galian Pek. Urugan Tanah Bawah Lantai (dipadatkan) Pek. Urugan Pasir Bawah Pondasi Pek. Urugan sirtu Bawah lantai (dipadatkan)
M3 M3 M3 M3 M3
7.38 1.85 5.77 5.42 10.99
52,650 17,550 5,850 107,200 93,500 Jumlah B
388,557 32,380 33,755 581,024 1,027,565 2,063,280
C 1 2
PEKERJAAN PONDASI Pek. Pas. Pondasi Batu Kali Pek. Pas. Batu Kosong
M3 M3
7.09 2.45
507,395 222,255 Jumlah C
3,597,431 544,525 4,141,955
D 1 2 3
PEKERJAAN BETON Pek. Beton Bertulang Pek. Plat Beton Bertulang Beton Pek. Pondsi Batu Bata
M3 M3 M2
1.57 1.44 8.45
2,789,357 3,426,420 98,055 Jumlah D
4,379,290 4,934,045 828,565 10,141,900
E 1 2 3 4 5
PEKERJAAN LANTAI DAN PASANGAN Pek Cor Lantai Rabat Beton Pek. Pas. Dinding Batu Bata Pek. Plesteran Dinding 1 : 3 Pek. Acian Dinding Pek. Pas. Dinding Batu Alam
M3 M2 M2 M2 M2
2.50 55.20 119.20 119.20 4.05
550,192 91,020 42,679 24,325 250,000 Jumlah E
1,375,479 5,024,304 5,087,337 2,899,540 1,012,500 15,399,160
F 1 2 3 4
PEKERJAAN PINTU, JENDELA & VENTILASI Pek. Kusen Ventilasi Pek. Pintu Panel Pek. Pas. Kaca Mati 5mm Pek. Kusen Aluminium Jendela dan Pintu
M3 M2 M2 M2
0.09 2.82 6.66 34.22
3,901,000 373500 153,760 57,886 Jumlah F
351,090 1,053,270 1,024,042 1,980,859 4,409,261
G 1 2
PEKERJAAN PLAFOND Pek. Rangka Plafond Pek. Penutup Plafond Gypsum Board
M2 M2
11.00 11.00
83,200 45,775 Jumlah I
915,200 503,525 1,418,725
H 1 2
PEKERJAAN PENGECATAN Pek. Pengecatan Tembok + Plafond Pek. Pengecatan Kayu
M2 M2
135.00 17.00
23,605 29,922 Jumlah I
3,186,675 508,674 3,695,349
I 1
2
PEKERJAAN PENGGANTUNG Pek. Sunscreen Besi Hollow 2/4 Pek. Engsel Pintu Pek. Kunci Pintu 2 Slaag Pek. Grendel Pintu
M2 Psg Set Bh
2.40 3.00 2.00 1.00
400,000 40,285 164,500 22,750 Jumlah I
960,000 120,855 329,000 22,750 1,432,605
J 1 2 3 4 5 6
PEKERJAAN INSTALASI LISTRIK Pek. Instalasi Titik Lampu Pas. Down light Lampu Sl Stop Kontak Saklar Seri Saklar Tunggal
Ttk Bh Bh Bh Bh Bh
8.00 4.00 4.00 2.00 1.00 2.00
100,000 55,000 20,000 55,000 50,000 25,000 Jumlah K
800,000 220,000 80,000 110,000 50,000 50,000 1,310,000
K 1 2 3 4 5 6 7
PEKERJAAN SANITASI Kran Air Floor Drain Klosed Duduk Sumur Dangkal Pipa Gip 1 1/2" Kedalaman 8m Mesin Pompa 125 Watt Pipa dan Aksesoris Pek. Saptick Tank Buis Beton Bulat 2 susun
Bh Bh Bh LS LS LS LS
1.00 1.00 1.00 1.00 1.00 1.00 1.00
40,363 25,250 1,150,000 1,500,000 600,000 500,000 1,500,000 Jumlah K
40,363 25,250 1,150,000 1,500,000 600,000 500,000 1,500,000 5,315,613
L 1 2 3
PEKERJAAN AKHIR DAN LAIN-LAIN Pekerjaan Pembersihan Lokasi Dokumentasi As Build Drawing
Ls LS Ls
1.00 1.00 1.00
500,000 500,000 500,000 Jumlah K
500,000 500,000 500,000 1,500,000
Palu,
September 2012
Mengetahui/Menyetujui Pejabat Pembuat Komitmen
Dibuat Oleh, Konsultan Perencana PT. ADITAMA KARYA
ICHSAN FIRMANSYAH M. AMIN, SE NIP. 19830303 200901 1 026
ABDUL RAHMAN, ST., IAI Direktur
ANALISA HARGA SATUAN PEKERJAAN Kegiatan Pekerjaan Lokasi Tahun Anggaran
: : Pembuatan Pos Jaga : : APBN-P 2012
PEKERJAAN PERSIAPAN 1 M' Pagar Sementara dari Seng Gelombang, Tinggi 2 meter Bahan : 1.250 Btg Dolken kayu diameter 8-10/400 cm @ Semen portland 2.500 Kg @ Seng gelombang 3 inci – 5 inci 1.200 Lbr @ 0.005 @ Pasir beton M3 0.009 @ Koral beton M3 3 0.072 @ Kayu 5/7 M Paku biasa 2 inci – 5 inci 0.060 Kg @ Meni besi 0.450 Ltr @ Tenaga : 0.200 OH Tukang kayu @ 0.400 OH Pekerja @ 0.020 OH Kepala tukang @ 0.020 OH Mandor @
-
Jumlah 1 M' Pengukuran dan Pemasangan Bowplank Bahan : Kayu 5/7 0.012 M³ Paku biasa 2 inci – 5 inci 0.020 Kg Kayu papan 3/20 0.007 M³ Tenaga : 0.200 OH Tukang kayu 0.400 OH Pekerja 0.020 OH Kepala tukang 0.020 OH Mandor 1 M2 Pembuatan Kantor Sementara Bahan : 1.250 Btg Dolken kayu diameter 8-10/400 cm 0.180 M³ Kayu 0.850 Kg Kayu biasa 1.100 Kg Besi strip 35.000 Kg Semen Portland 0.150 M³ Pasir pasang 0.100 M³ Pasir beton 0.150 M³ Koral beton 30.000 Bh Bata merah 1.500 Lbr Seng Gelombang 0.200 Bh Jendela nako Kaca polos M2 0.080 0.150 Bh Kunci tanam 0.060 Lbr Plywood 4 mm Tenaga : 2.000 OH Tukang kayu 1.000 OH Pekerja 0.300 OH Kepala tukang 0.050 OH Mandor
-
@ @ @
1,200,000.00 24,000.00 1,200,000.00
14,400.00 480.00 8,400.00
@ @ @ @
70,000.00 55,000.00 75,000.00 70,000.00 Jumlah
14,000.00 22,000.00 1,500.00 1,400.00 62,180.00
@ @ @ @ @ @ @ @ @ @ @ @ @ @
10,000.00 1,750,000.00 1,200,000.00 16,400.00 1,500.00 80,000.00 80,000.00 197,000.00 680.00 56,000.00
12,500.00 315,000.00 1,020,000.00 18,040.00 52,500.00 12,000.00 8,000.00 29,550.00 20,400.00 84,000.00 9,600.00 6,000.00 -
@ @ @ @
70,000.00 55,000.00 75,000.00 70,000.00 Jumlah
4 of 12
120,000.00 40,000.00
140,000.00 55,000.00 22,500.00 3,500.00 1,808,590.00
2
1 M Pembuatan Gudang Semen dan Alat-alat Bahan : 17.000 Btg Dolken Kayu diameter 8-10/400 cm 0.210 M³ Kayu 0.300 Kg Paku biasa 10.500 Kg Semen Portland 0.030 M³ Pasir beton 0.050 M³ Koral beton 1.500 Lbr Seng gelombang bwg 32 Tenaga : 2.000 OH Tukang kayu 1.000 OH Pekerja 0.200 OH Kepala tukang 0.050 OH Mandor
@ @ @ @ @ @ @
10,000.00 1,750,000.00 24,000.00 1,500.00 80,000.00 197,000.00 56,000.00
170,000.00 367,500.00 7,200.00 15,750.00 2,400.00 9,850.00 84,000.00
@ @ @ @
70,000.00 55,000.00 75,000.00 70,000.00 Jumlah
140,000.00 55,000.00 15,000.00 3,500.00 870,200.00
@ @
55,000.00 70,000.00 Jumlah
5,500.00 350.00 5,850.00
@ @ @ @ @ @ @ @
10,000.00 1,750,000.00 1,200,000.00 1,500.00 80,000.00 197,000.00 56,000.00
12,500.00 325,500.00 360,000.00 27,000.00 2,400.00 9,850.00 84,000.00 -
@ @ @ @
70,000.00 55,000.00 75,000.00 70,000.00 Jumlah
140,000.00 55,000.00 15,000.00 3,500.00 1,034,750.00
PEKERJAAN TANAH Menggali 1 M³ Tanah Biasa Sedalam 2 Meter Tenaga : 0.900 OH Pekerja 0.045 OH Mandor
@ @
55,000.00 70,000.00 Jumlah
49,500.00 3,150.00 52,650.00
Mengurug Kembali 1 M³ Galian Tenaga : 0.300 OH Pekerja 0.015 OH Mandor
@ @
55,000.00 70,000.00 Jumlah
16,500.00 1,050.00 17,550.00
Memadatkan 1 M³ Tanah (per 20cm) Tenaga : 0.100 OH Pekerja 0.005 OH Mandor
@ @
55,000.00 70,000.00 Jumlah
5,500.00 350.00 5,850.00
@
75,000.00
90,000.00
@ @
55,000.00 70,000.00 Jumlah
16,500.00 700.00 107,200.00
65,000.00
78,000.00
55,000.00 70,000.00 Jumlah
13,750.00 1,750.00 93,500.00
2
1 M Membersihkan Lapangan dan Peralatan Tenaga : 0.100 OH Pekerja 0.005 OH Mandor 2
1 M Pembuatan Bedeng Buruh Bahan : 1.250 batang Dolken kayu diameter 8-10/400 cm 0.186 M³ Kayu 0.300 Kg Kayu biasa 18.000 Kg Semen Portland 0.030 M³ Pasir beton 0.050 M³ Koral beton 1.500 Lbr Seng gelombang bwg 32 1.500 Lbr Plywood 4 mm Tenaga : 2.000 OH Tukang kayu 1.000 OH Pekerja 0.200 OH Kepala tukang 0.050 OH Mandor
Mengurug 1 M³ Pasir Bahan : 1.200 M³ Pasir Urug Tenaga : 0.300 OH Pekerja 0.010 OH Mandor
Mengurug 1 M3 Sirtu Padat untuk Peninggian Lantai Bangunan Bahan : 1.200 M³ Sirtu @ Tenaga : 0.250 OH Pekerja @ 0.025 OH Mandor @
5 of 12
PEKERJAAN PONDASI Memasang 1 M3 Pondasi Batu Belah, Campuran 1 PC : 5 PP Bahan : 1.200 M³ Batu belah 15 cm/20 cm @ 136.000 Kg Portland Cement @ 0.544 M³ Pasir Pasang @ Tenaga : 1.500 OH Pekerja @ 0.750 OH Tukang batu @ 0.075 OH Kepala tukang @ 0.075 OH Mandor @ Memasang 1 M Bahan : 1.200 0.432 Tenaga : 0.780 0.390 0.039 0.039
3
95,000.00 1,500.00 80,000.00
114,000.00 204,000.00 43,520.00
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
82,500.00 52,500.00 5,625.00 5,250.00 507,395.00
Batu kosong (anstamping) M³ M³
Batu belah 15 cm/20 cm Pasir Urug
@ @
95,000.00 75,000.00
114,000.00 32,400.00
OH OH OH OH
Pekerja Tukang batu Kepala tukang Mandor
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
42,900.00 27,300.00 2,925.00 2,730.00 222,255.00
@ @ @
1,200,000.00 24,000.00 -
54,000.00 7,200.00 -
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
28,600.00 18,200.00 1,950.00 1,820.00 111,770.00
@ @ @ @ @ @
1,200,000.00 24,000.00 1,200,000.00 90,000.00 15,000.00
48,000.00 9,600.00 18,000.00 31,500.00 30,000.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
36,300.00 23,100.00 2,250.00 2,310.00 201,060.00
@ @ @ @ @ @
1,200,000.00 24,000.00 10,000.00 1,200,000.00 90,000.00 10,000.00
48,000.00 9,600.00 2,000.00 21,600.00 31,500.00 20,000.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
36,300.00 23,100.00 2,475.00 2,310.00 196,885.00
@
1,200,000.00
48,000.00
PEKERJAAN BETON Membuat 1 M2 Bekisting Untuk Sloof Beton Bahan : 0.045 M³ Kayu kelas III 0.300 Kg Paku 5 cm-12cm 0.100 Ltr Minyak bekisting Tenaga : 0.520 OH Pekerja 0.260 OH Tukang kayu 0.026 OH Kepala tukang 0.026 OH Mandor Membuat 1 M2 Bekisting Kolom Beton Bahan : 0.040 M³ Kayu kelas III 0.400 Kg Paku 5 cm-12cm 0.200 Ltr Minyak bekisting 0.015 M³ Kayu kelas II balok 0.350 Lbr Plywood 9 mm 2.000 Btg Dolken kayu galam, φ (8-10) cm, panjang 4 m Tenaga : 0.660 OH Pekerja 0.330 OH Tukang kayu 0.030 OH Kepala tukang 0.033 OH Mandor Membuat 1 M2 Bekisting Balok Beton Bahan : 0.040 M³ Kayu kelas III 0.400 Kg Paku 5 cm-12cm 0.200 Ltr Minyak bekisting 0.018 M³ Kayu kelas II balok 0.350 Lbr Plywood 9 mm 2.000 Btg Dolken kayu galam, φ (8-10) cm, panjang 4 m Tenaga : 0.660 OH Pekerja 0.330 OH Tukang kayu 0.033 OH Kepala tukang 0.033 OH Mandor Membuat 1 M2 Bekisting Plat Beton Bahan : 0.040 M³ Kayu kelas III
6 of 12
0.400 0.200 0.015 0.350 6.000
Kg Ltr M³ Lbr Btg
Paku 5 cm-12cm Minyak bekisting Kayu kelas II balok Plywood 9 mm Dolken kayu galam, φ (8-10) cm, panjang 4 m
Tenaga : 0.660 0.330 0.033 0.033
OH OH OH OH
Pekerja Tukang kayu Kepala tukang Mandor
@ @ @ @ @
24,000.00 1,200,000.00 90,000.00 10,000.00
9,600.00 18,000.00 31,500.00 60,000.00
55,000.00 36,300.00 70,000.00 23,100.00 75,000.00 2,475.00 70,000.00 2,310.00 231,285.00 Jumlah 3 Membuat 1 M Lantai Kerja Beton Mutu f’c = 7.4 MPa (K 100), Slump (3-6) cm, w/c = 0,87 Bahan : 230.000 Kg 1,500.00 345,000.00 Portland Cement @ 0.638 M³ 80,000.00 51,028.88 Pasir Beton @ 0.761 M³ 90,000.00 68,462.90 Kerikil @ Tenaga : 1.200 OH Pekerja 55,000.00 66,000.00 @ 0.200 OH Tukang batu 70,000.00 14,000.00 @ 0.020 OH Kepala tukang 75,000.00 1,500.00 @ 0.060 OH Mandor 70,000.00 4,200.00 @ 550,191.78 Jumlah Membuat 1 M3 Beton Mutu f’c = 14,5 MPa (K 175), Slump (12 ± 2) cm, w/c = 0,66 Bahan : 326.000 Kg 1,500.00 489,000.00 Portland Cement @ 0.543 M³ 80,000.00 43,428.83 Pasir Beton @ 0.762 M³ 90,000.00 68,596.23 Kerikil @ Tenaga : 1.650 OH Pekerja 55,000.00 90,750.00 @ 0.275 OH Tukang batu 70,000.00 19,250.00 @ 0.028 OH Kepala tukang 75,000.00 2,100.00 @ 0.083 OH Mandor 70,000.00 5,810.00 @ 718,935.06 Jumlah Pembesian 10 Kg dengan Besi Polos atau Ulir Bahan : 10.500 Kg 11,200.00 117,600.00 Besi beton (polos/ulir) @ 0.150 Kg 14,000.00 2,100.00 Kawat beton @ Tenaga : 0.070 OH Pekerja 55,000.00 3,850.00 @ 0.070 OH Tukang Besi 70,000.00 4,900.00 @ 0.007 OH Kepala tukang 75,000.00 525.00 @ 0.004 OH Mandor 70,000.00 280.00 @ 129,255.00 Jumlah Untuk 1 Kg Pembesian Polos/ulir 12,925.50 @ Memasang 1M2 Bekisting untuk Tangga Bahan : 0.030 M³ 1,200,000.00 36,000.00 Kayu kelas III @ 0.400 Kg 24,000.00 9,600.00 Paku 5 cm – 12 cm @ 0.150 Ltr 10,000.00 1,500.00 Minyak bekisting @ 0.015 M³ 1,750,000.00 26,250.00 Balok kayu kelas II @ 0.350 Lbr Plywood tebal 9 mm @ 2.000 Btg Dolken kayu galam, 10,000.00 20,000.00 @ φ (8-10) cm, panjang 4 m Tenaga : 0.660 OH Pekerja 55,000.00 36,300.00 @ 0.330 OH Tukang Kayu 70,000.00 23,100.00 @ 0.033 OH Kepala tukang 75,000.00 2,475.00 @ 0.033 OH Mandor 70,000.00 2,310.00 @ 157,535.00 Jumlah Membuat 1 M3 Beton Berutulang (120 Kg Besi + Bekisting) 1.000 M³ 550,191.78 550,191.78 Cor Beton 130.000 Kg 12,925.50 1,680,315.00 Besi Beton M2 5.000 Bekisting 111,770.00 558,850.00 2,789,356.78 Jumlah Membuat 1 M3 Kolom Beton Berutulang 15/15 (197 Kg Besi + Bekisting) 1.000 M³ 718,935.06 718,935.06 Cor Beton K 175 @ @ @ @
7 of 12
197.000 13.332
Kg 2 M
12,925.50 201,060.00 Jumlah Membuat 1 M3 Balok Beton Berutulang 15/20 (161 Kg Besi + Bekisting) 1.000 M³ 718,935.06 Cor Beton K 175 161.000 Kg 12,925.50 Besi Beton M2 13.332 Bekisting 196,885.00 Jumlah Membuat 1 M3 Balok Beton Berutulang 15/30 (161 Kg Besi + Bekisting) 1.000 M³ 718,935.06 Cor Beton K 175 161.000 Kg 12,925.50 Besi Beton 2 M 11.400 Bekisting 196,885.00 Jumlah Membuat 1 Dak Beton Berutulang T=10cm (120 Kg Besi + Bekisting) 1.000 M³ 718,935.06 Cor Beton K 175 120.000 Kg 12,925.50 Besi Beton 2 M 5.000 Bekisting 231,285.00 Jumlah PEKERJAAN DINDING Memasang 1 M2 Dinding Bata Merah Ukuran (5 x 11 x 22) cm Tebal 1/2 bata, campuran spesi 1 PC : 5 PP Bahan : 70.000 Bh 680.00 Bata Merah @ 9.680 Kg 1,500.00 Portland Cement @ 0.045 M³ 80,000.00 Pasir Pasang @ Tenaga : 0.300 OH Pekerja 55,000.00 @ 0.100 OH Tukang Batu 70,000.00 @ 0.010 OH Kepala tukang 75,000.00 @ 0.015 OH Mandor 70,000.00 @ Jumlah 2 Memasang 1 M Dinding Bata Merah Ukuran (5 x 11 x 22) cm Tebal 1/2 bata, campuran spesi 1 PC : 3 PP Bahan : 70.000 Bh 680.00 Bata Merah @ 14.370 Kg 1,500.00 Portland Cement @ 0.045 M³ 80,000.00 Pasir Pasang @ Tenaga : 0.300 OH Pekerja 55,000.00 @ 0.100 OH Tukang Batu 70,000.00 @ 0.010 OH Kepala tukang 75,000.00 @ 0.015 OH Mandor 70,000.00 @ Jumlah PEKERJAAN PLESTERAN 2 Membuat 1M Plesteran 1 PC : 2 PP, tebal 15 mm Bahan : 10.224 Kg 1,500.00 Portland Cement @ 0.020 M³ 80,000.00 Pasir Pasang @ Tenaga : 0.300 OH Pekerja 55,000.00 @ 0.150 OH Tukang Batu 70,000.00 @ 0.015 OH Kepala tukang 75,000.00 @ 0.015 OH Mandor 70,000.00 @ Jumlah Membuat 1M2 Plesteran 1 PC : 3 PP, tebal 15 mm Bahan : 7.776 Kg 1,500.00 Portland Cement @ 0.023 M³ 80,000.00 Pasir Pasang @ Tenaga : 0.300 OH Pekerja 55,000.00 @ 0.150 OH Tukang Batu 70,000.00 @ 0.015 OH Kepala tukang 75,000.00 @ 0.015 OH Mandor 70,000.00 @ Jumlah Membuat 1M2 Plesteran 1 PC : 5 PP, tebal 15 mm Bahan : Besi Beton Bekisting
8 of 12
2,546,323.50 2,680,531.92 5,945,790.48 718,935.06 2,081,005.50 2,624,870.82 5,424,811.38 718,935.06 2,081,005.50 2,244,489.00 5,044,429.56 718,935.06 1,551,060.00 1,156,425.00 3,426,420.06
47,600.00 14,520.00 3,600.00 16,500.00 7,000.00 750.00 1,050.00 91,020.00
47,600.00 21,555.00 3,600.00 16,500.00 7,000.00 750.00 1,050.00 98,055.00
15,336.00 1,600.00 16,500.00 10,500.00 1,125.00 1,050.00 46,111.00
11,664.00 1,840.00 16,500.00 10,500.00 1,125.00 1,050.00 42,679.00
5.184 0.026 Tenaga : 0.300 0.150 0.015 0.015
Kg M³
Portland Cement Pasir Pasang
@ @
1,500.00 80,000.00
7,776.00 2,080.00
OH OH OH OH
Pekerja Tukang Batu Kepala tukang Mandor
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
16,500.00 10,500.00 1,125.00 1,050.00 39,031.00
1,500.00 175,000.00 80,000.00
7,776.00 875.00 2,080.00
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
16,500.00 10,500.00 1,125.00 1,050.00 39,906.00
2
Membuat 1M Plesteran 1 PC : 2 KP : 8 PP 5 PP, tebal 15 mm Bahan : 5.184 Kg Portland Cement @ 0.005 M³ Kapur @ 0.026 M³ Pasir Pasang @ Tenaga : 0.300 OH Pekerja @ 0.150 OH Tukang Batu @ 0.015 OH Kepala tukang @ 0.015 OH Mandor @ Membuat 1M2 Acian Bahan : 3.250 Kg Tenaga : 0.200 OH 0.100 OH 0.010 OH 0.010 OH
Portland Cement
@
1,500.00
4,875.00
Pekerja Tukang Batu Kepala tukang Mandor
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
11,000.00 7,000.00 750.00 700.00 24,325.00
PEKERJAAN KAYU Membuat dan Memasang 1M³ Kusen Pintu dan Kusen Jendela, Kayu Kelas II atau III Bahan : 1.200 M³ 1,750,000.00 2,100,000.00 Balok kayu @ 1.250 Kg 24,000.00 30,000.00 Paku 10 cm @ 1.000 Kg 25,000.00 25,000.00 Lem kayu @ Tenaga : 6.000 OH Pekerja 55,000.00 330,000.00 @ 18.000 OH Tukang Kayu 70,000.00 1,260,000.00 @ 1.800 OH Kepala tukang 75,000.00 135,000.00 @ 0.300 OH Mandor 70,000.00 21,000.00 @ 3,901,000.00 Jumlah
9 of 12
2
Membuat dan Memasang 1M Pintu dan Jendela Kaca, Kayu Kelas I atau II Bahan : 0.024 M³ 1,750,000.00 42,000.00 Papan kayu @ 0.300 Kg 25,000.00 7,500.00 Lem kayu @ Tenaga : 0.800 OH Pekerja 55,000.00 44,000.00 @ 2.400 OH Tukang Kayu 70,000.00 168,000.00 @ 0.240 OH Kepala tukang 75,000.00 18,000.00 @ 0.040 OH Mandor 70,000.00 2,800.00 @ 282,300.00 Jumlah 2 Membuat dan Memasang 1 M Pintu dan Jendela Jalusi Kayu Kelas I atau II Bahan : 0.064 M³ 1,750,000.00 112,000.00 Papan kayu @ 0.500 Kg 25,000.00 12,500.00 Lem kayu @ Tenaga : 1.000 OH Pekerja 55,000.00 55,000.00 @ 3.000 OH Tukang Kayu 70,000.00 210,000.00 @ 0.300 OH Kepala tukang 75,000.00 22,500.00 @ 0.050 OH Mandor 70,000.00 3,500.00 @ 415,500.00 Jumlah 2 Membuat dan Memasang 1 M Daun Pintu Panel, Kayu Kelas I atau II Bahan : 0.040 M³ 1,750,000.00 70,000.00 Papan kayu @ 0.500 Kg 25,000.00 12,500.00 Lem kayu @ Tenaga : 1.000 OH Pekerja 55,000.00 55,000.00 @ 3.000 OH Tukang Kayu 70,000.00 210,000.00 @ 0.300 OH Kepala tukang 75,000.00 22,500.00 @ 0.050 OH Mandor 70,000.00 3,500.00 @ 373,500.00 Jumlah 2 Memasang 1 M Konstruksi Kuda-kuda Konvensional, kayu kelas I, II dan III bentang 6 meter Bahan : 1.100 M³ 1,750,000.00 1,925,000.00 Balok kayu @ 15.000 Kg 16,400.00 246,000.00 Besi strip tebal 5 mm @ 5.600 Kg 24,000.00 134,400.00 Paku 12 cm @ Tenaga : 4.000 OH Pekerja 55,000.00 220,000.00 @ 12.000 OH Tukang Kayu 70,000.00 840,000.00 @ 1.200 OH Kepala tukang 75,000.00 90,000.00 @ 0.200 OH Mandor 70,000.00 14,000.00 @ 3,469,400.00 Jumlah Memasang 1 M3 Konstruksi Gording, kayu kelas II Bahan : 1.100 M³ 1,750,000.00 1,925,000.00 Balok kayu @ 15.000 Kg 16,400.00 246,000.00 Besi strip tebal 5 mm @ 3.000 Kg 24,000.00 72,000.00 Paku 12 cm @ Tenaga : 4.000 OH Pekerja 55,000.00 220,000.00 @ 12.000 OH Tukang Kayu 70,000.00 840,000.00 @ 1.200 OH Kepala tukang 75,000.00 90,000.00 @ 0.200 OH Mandor 70,000.00 14,000.00 @ 3,407,000.00 Jumlah Memasang 1 M2 Rangka Atap Genteng Keramik kayu kelas II Bahan : 0.014 M³ 1,750,000.00 24,500.00 Kaso-kaso (5 x 7) cm @ 0.004 M³ 1,750,000.00 6,300.00 Reng (2 x 3) cm @ 0.250 Kg 24,000.00 6,000.00 Paku 5 cm dan 10 cm @ Tenaga : 0.100 OH Pekerja 55,000.00 5,500.00 @ 0.100 OH Tukang Kayu 70,000.00 7,000.00 @ 0.010 OH Kepala tukang 75,000.00 750.00 @ 0.005 OH Mandor 70,000.00 350.00 @ 50,400.00 Jumlah Memasang 1 M2 Rangka Atap Genteng Keramik Baja Ringan Bahan : 1.200 Btg Rangka Kuda-kuda Baja Ringan 65,000.00 78,000.00 @
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1.200 0.200 Tenaga : 0.100 0.100 0.010 0.005
btg Kg
Reng Baja Ringan Sekrup
@ @
50,000.00 25,000.00
60,000.00 5,000.00
OH OH OH OH
Pekerja Tukang Kayu Kepala tukang Mandor
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
5,500.00 7,000.00 750.00 350.00 156,600.00
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Memasang 1 M2 Rangka Langit-langit (60 x 60) cm, Kayu Kelas II atau III Bahan : 0.016 M³ 1,750,000.00 28,525.00 Kaso-kaso (5 x 7) cm @ 0.250 Kb 24,000.00 6,000.00 Paku 7 cm – 10 cm @ Tenaga : 0.100 OH Pekerja 55,000.00 5,500.00 @ 0.100 OH Tukang Kayu 70,000.00 7,000.00 @ 0.010 OH Kepala tukang 75,000.00 750.00 @ 0.005 OH Mandor 70,000.00 350.00 @ 48,125.00 Jumlah 2 1 M Pekerjaan Rangka Plafond Hollow Bahan : 1.200 35,000.00 42,000.00 Btg Metal Hollow @ 0.250 Sekrup Hollow 25,000.00 6,250.00 Kg @ Tenaga : 0.200 Pekerja 55,000.00 11,000.00 Oh @ 0.300 Tukang 70,000.00 21,000.00 Oh @ 0.030 Kepala Tukang 75,000.00 2,250.00 Oh @ 0.010 Mandor 70,000.00 700.00 Oh @ 83,200.00 Jumlah Memasang 1 M' Lisplank Ukuran (3 x 30) cm, Kayu Kelas I atau Kelas II Bahan : 0.011 M³ 1,750,000.00 19,250.00 Papan kayu @ 0.050 Kg 24,000.00 1,200.00 Paku 5 cm dan 7 cm @ Tenaga : 0.100 OH Pekerja 55,000.00 5,500.00 @ 0.200 OH Tukang Kayu 70,000.00 14,000.00 @ 0.020 OH Kepala tukang 75,000.00 1,500.00 @ 0.005 OH Mandor 70,000.00 350.00 @ 41,800.00 Jumlah PEKERJAAAN PENUTUP ATAP Memasang 1 M2 Atap Genteng Metal Bahan : 1.200 Lbr Genteng Metal 66,000.00 @ 55,000.00 0.200 Kg Paku Atap Genteng metal 5,000.00 @ 25,000.00 Tenaga : 0.200 OH Pekerja 55,000.00 11,000.00 @ 0.100 OH Tukang Kayu 70,000.00 7,000.00 @ 0.010 OH Kepala tukang 75,000.00 750.00 @ 0.001 OH Mandor 70,000.00 70.00 @ 89,820.00 Jumlah Memasang 1 M' Bubungan Genteng Metal Bahan : 1.100 M' Bubungan Genteng Metal 20,000.00 22,000.00 @ 0.050 Kg Paku Atap Genteng metal 1,250.00 @ 25,000.00 Tenaga : 0.250 OH Pekerja 55,000.00 13,750.00 @ 0.150 OH Tukang Kayu 70,000.00 10,500.00 @ 0.015 OH Kepala tukang 75,000.00 1,125.00 @ 0.013 OH Mandor 70,000.00 910.00 @ 49,535.00 Jumlah PEKERJAAAN PENUTUP LANGIT-LANGIT Memasang 1 M2 Langit-langit Gypsum Board (120 x 240) cm, Tebal 9mm Bahan : 0.399 Lbr Gypsum Board 29,925.00 @ 75,000.00 0.03 Kg Sekrup Gipsum 2,250.00 @ 75,000.00 Tenaga : 0.100 OH Pekerja 55,000.00 5,500.00 @ 0.100 OH Tukang Kayu 70,000.00 7,000.00 @ 0.010 OH Kepala tukang 75,000.00 750.00 @ 0.005 OH Mandor 70,000.00 350.00 @ 45,775.00 Jumlah Memasang 1 M2 Langit-langit Tripleks Ukuran (120 x 240) cm, Tebal 3 mm, 4 mm dan 6 mm Bahan : 0.375 Lbr Tripleks 18,750.00 @ 50,000.00 0.03 Kg Paku tripleks 600.00 @ 20,000.00 Tenaga :
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0.100 0.100 0.010 0.005
OH OH OH OH
Pekerja Tukang Kayu Kepala tukang Mandor
PEKERJAAAN PENUTUP LANTAI/DINDING 2 Memasang 1 M Lantai Keramik Ukuran (30 x 30) cm Bahan : 11.870 Buah Ubin keramik 10.000 Kg Portland Cement 0.045 M³ Pasir Pasang 1.500 Kg Semen Warna Tenaga : 0.700 OH Pekerja 0.350 OH Tukang Batu 0.035 OH Kepala tukang 0.035 OH Mandor
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
5,500.00 7,000.00 750.00 350.00 32,950.00
@ @ @ @
4,275.04 1,500.00 80,000.00 11,000.00
50,744.76 15,000.00 3,600.00 16,500.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
38,500.00 24,500.00 2,625.00 2,450.00 153,919.76
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2
Memasang 1 M Lantai Keramik Ukuran (20 x 20) cm Bahan : 26.500 Buah Ubin keramik 10.400 Kg Portland Cement 0.045 M³ Pasir Pasang 1.620 Kg Semen warna Tenaga : 0.700 OH Pekerja 0.350 OH Tukang Batu 0.035 OH Kepala tukang 0.035 OH Mandor
@ @ @ @
4,320.04 1,500.00 80,000.00 11,000.00
114,481.14 15,600.00 3,600.00 17,820.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
38,500.00 24,500.00 2,625.00 2,450.00 219,576.14
@ @ @ @
4,320.04 1,500.00 80,000.00 11,000.00
72,144.72 13,950.00 1,440.00 21,340.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
49,500.00 31,500.00 3,375.00 3,150.00 196,399.72
@ @ @ @
4,320.04 1,500.00 80,000.00 11,000.00
14,688.15 1,710.00 240.00 275.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
4,950.00 6,300.00 675.00 350.00 29,188.15
@ @
16,000.00 37,500.00
3,072.00 9,375.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
5,500.00 10,500.00 1,125.00 350.00 29,922.00
@ @
22,000.00 8,500.00
5,280.00 850.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
5,500.00 10,500.00 1,125.00 350.00 23,605.00
@
160,000.00
160,000.00
@ @
70,000.00 75,000.00 Jumlah
4,500.00 164,500.00
2
Memasang 1 M Dinding Porselin Ukuran (20 x 30) cm Bahan : 16.700 Buah Porselin 9.300 Kg Portland Cement 0.018 M³ Pasir Pasang 1.940 Kg Semen warna Tenaga : 0.900 OH Pekerja 0.450 OH Tukang Batu 0.045 OH Kepala tukang 0.045 OH Mandor Memasang 1 M' Plint Keramik Ukuran (10 x 30) cm Bahan : 3.400 Buah Porselin 1.140 Kg Portland Cement 0.003 M³ Pasir Pasang 0.025 Kg Semen warna Tenaga : 0.090 OH Pekerja 0.090 OH Tukang Batu 0.009 OH Kepala tukang 0.005 OH Mandor PEKERJAAAN PENGECATAN Mengecat 1 M2 Permukaan Kayu Bahan : 0.192 Kg Minyak Cat 0.250 Kg Cat Kayu Tenaga : 0.100 OH Pekerja 0.150 OH Tukang Cat 0.015 OH Kepala tukang 0.005 OH Mandor Mengecat 1 M2 Permukaan Tembok Bahan : 0.240 Kg Cat Tembok 0.100 Kg Pelamir Tembok Tenaga : 0.100 OH Pekerja 0.150 OH Tukang Cat 0.015 OH Kepala tukang 0.005 OH Mandor PEKERJAAAN KUNCI DAN ALAT PENGGANTUNG Memasang 1 Bh Kunci Tanam Biasa Bahan : 1.000 Bh Kunci Tenaga : 0.600 OH Tukang Batu 0.060 OH Kepala tukang
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Memasang 1 Bh Engsel Pintu Bahan : 1.000 Bh Engsel Tenaga : 0.125 OH Tukang Batu 0.013 OH Kepala tukang Memasang 1 Bh Engsel Jendela Bahan : 1.000 Bh Engsel Tenaga : 0.100 OH Tukang Batu 0.010 OH Kepala tukang Memasang 1 Bh kait angin Bahan : 1.000 Bh Kait Angin Tenaga : 0.100 OH Tukang Batu 0.010 OH Kepala tukang Memasang 1 Bh Grendel Bahan : 1.000 Bh Grendel Tenaga : 0.100 OH Tukang Batu 0.010 OH Kepala tukang PEKERJAAAN KACA Memasang 1 M2 Kaca Polos 5mm Bahan : 1.100 Bh Kaca Polos Tenaga : 0.160 OH Pekerja 0.160 OH Tukang Kaca 0.016 OH Kepala tukang 0.008 OH Mandor PEKERJAAAN PIPA DAN SANITER Memasang 1 buah Kloset Jongkok Teraso Bahan : 1.000 Bh Kloset Jongkok Teraso 0.010 Bh Bata merah 6.000 Kg Portlan Cement Pasir pasang M3 0.010 Tenaga : 1.000 OH Pekerja 1.500 OH Tukang Batu 0.300 OH Kepala tukang 0.110 OH Mandor Memasang 1 buah Wastafel Bahan : 1.000 Bh Wastafel 12% harga wastafel Perlengkapan 6.000 Kg Portlan Cement Pasir pasang M3 0.010 Tenaga : 1.200 OH Pekerja 1.450 OH Tukang Batu 0.150 OH Kepala tukang 0.100 OH Mandor
@
30,000.00
30,000.00
@ @
70,000.00 75,000.00 Jumlah
910.00 9,375.00 40,285.00
@
22,500.00
22,500.00
@ @
70,000.00 75,000.00 Jumlah
7,000.00 750.00 30,250.00
@
14,000.00
14,000.00
@ @
70,000.00 75,000.00 Jumlah
7,000.00 750.00 21,750.00
@
15,000.00
15,000.00
@ @
70,000.00 75,000.00 Jumlah
7,000.00 750.00 22,750.00
@
120,000.00
132,000.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
8,800.00 11,200.00 1,200.00 560.00 153,760.00
@ @ @ @
157,000.00 680.00 1,500.00 80,000.00
157,000.00 6.80 9,000.00 800.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
55,000.00 105,000.00 22,500.00 7,700.00 357,006.80
@ @ @ @
250,000.00 30,000.00 1,500.00 80,000.00
250,000.00 30,000.00 9,000.00 800.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
66,000.00 101,500.00 11,250.00 7,000.00 475,550.00
15 of 12
Memasang 1 buah Bak Mandi Fiberglass Volume 0.3 M Bahan : 1.000 Bh Bak Fiberglass 12% harga wastafel Perlengkapan Tenaga : 1.800 OH Pekerja 2.700 OH Tukang Batu 0.540 OH Kepala tukang 0.110 OH Mandor
3
225,000.00 27,000.00
225,000.00 27,000.00
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah Memasang 1 buah bak kontrol pasangan batu bata ukuran 60 x 60 tinggi Bahan : 3 Batu bata @ M 0.371 680.00 114.000 Kg 1,500.00 Portland Cement @ 3 Pasir pasang @ M 0.184 80,000.00 3 Batu kerikil @ M 0.033 197,000.00 4.850 Kg Besi beton 11,200.00 @ Pasir beton @ M3 0.120 80,000.00 Tenaga : 2.160 OH Pekerja 55,000.00 @ 0.720 OH Tukang Batu 70,000.00 @ 0.072 OH Kepala tukang 75,000.00 @ 0.108 OH Mandor 70,000.00 @ 0.100 OH Tukang Gali 55,000.00 @ Jumlah Memasang 1 M' Pipa Galvanis diameter 1 ”. Bahan : 1.200 M' 20,000.00 Pipa galvanis @ 7,000.00 Perlengkapan 35,0 % harga pipa @ Tenaga : 0.054 OH Pekerja 55,000.00 @ 0.090 OH Tukang Batu 70,000.00 @ 0.009 OH Kepala tukang 75,000.00 @ 0.003 OH Mandor 70,000.00 @ Jumlah Memasang 1 M' Pipa PVC Tipe AW diameter 3 ” Bahan : 1.200 M' 18,500.00 Pipa PVC 3" @ 6,475.00 Perlengkapan 35,0 % harga pipa @ Tenaga : 0.081 OH Pekerja 55,000.00 @ 0.135 OH Tukang Batu 70,000.00 @ 0.135 OH Kepala tukang 75,000.00 @ 0.004 OH Mandor 70,000.00 @ Jumlah Memasang 1 Bh Bak Cuci Piring Stainless Steel Bahan : 1.000 Bh 300,000.00 Bak cuci stainless steel @ 1.000 Set Water drain + asesoris 50,000.00 @ Tenaga : OH Pekerja 55,000.00 @ 0.300 OH Tukang Batu 70,000.00 @ 0.030 OH Kepala tukang 75,000.00 @ OH Mandor 70,000.00 @ Jumlah
99,000.00 189,000.00 40,500.00 7,700.00 588,200.00
@ @ @ @ @ @
16 of 12
252.28 171,000.00 14,720.00 6,501.00 54,320.00 9,600.00 118,800.00 50,400.00 5,400.00 7,560.00 5,500.00 438,553.28
24,000.00 7,000.00 2,970.00 6,300.00 675.00 189.00 41,134.00
22,200.00 6,475.00 4,455.00 9,450.00 10,125.00 287.00 52,992.00
300,000.00 50,000.00 21,000.00 2,250.00 373,250.00
Memasang 1 Bh Kran Air Diameter ¾ “ atau ½” 1.000 Bh Kran Air 0.025 Bh Seal Tape Tenaga : OH Pekerja 0.100 OH Tukang Batu 0.010 OH Kepala tukang OH Mandor Memasang 1 Bh Floor Drain 1.000 Bh Floor Drain Tenaga : OH Pekerja 0.100 OH Tukang Batu 0.010 OH Kepala tukang OH Mandor
@ @
32,500.00 4,500.00
32,500.00 112.50
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
7,000.00 750.00 40,362.50
@
17,500.00
17,500.00
@ @ @ @
55,000.00 70,000.00 75,000.00 70,000.00 Jumlah
7,000.00 750.00 25,250.00
Palu, Mengetahui/Menyetujui Pejabat Pembuat Komitmen
September 2012
Dibuat Oleh, Konsultan Perencana PT. ADITAMA KARYA 0 0 0 0 ABDUL RAHMAN, ST., IAI Direktur
ICHSAN FIRMANSYAH M. AMIN, SE NIP. 19830303 200901 1 026
17 of 12
DAFTAR HARGA SATUAN, BAHAN DAN UPAH Kegiatan Pekerjaan Lokasi Tahun Anggaran
: : Pembuatan Pos Jaga : : APBN-P 2012 -
No.
Uraian
A. 1 2 3 4 5
UPAH Pekerja Tukang Batu, Kayu, Besi, Cat Kepala Tukang Mandor Tukang Bongkar Cetakan Beton/Siram
B. 1 2 3 4 5 6 7
BAHAN Sirtu Pasir Urug Pasir Pasangan/Pasir Cor Kerikil Sungai hasil saringan Batu Pecah 1/2 Batu Pecah 2/3 Semen
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
Batu Kali/Batu Gunung/Batu Belah Batu Bata Besi Beton Polos Kawat Beton Kayu Kelas III Kayu Kelas II Dolken Kayu Minyak Bekisting Paku Triplek Paku Paku Seng Paku Skrup Sekrup Gipsum Cat Tembok Cat Besi Cat Kayu Minyak Cat / Thinner Meni Kayu Plamir Tembok Plamir Kayu Seng Gelombang BJLS 0.2 Seng Talang Besi Strip Atap Genteng Zinczalume 0,25 mm Bubungan Genteng Zinczalume 0,25 mm Metal Hollow Rangka Kuda-kuda Baja Ringan Reng baja Ringan Engsel Pintu Handel/Kunci Pintu Engsel Jendela Gerendel Jendela
Satuan
Harga Satuan
hari hari hari hari hari
Rp Rp Rp Rp Rp
55,000 70,000 75,000 70,000 50,000
m3 m3 m3 m3 m3 m3 zak Kg m3 bh kg kg m3 m3 Btg Ltr kg kg kg Kg Kg kg kg kg ltr kg kg kg lbr m' kg Lbr m' Btg Btg Btg psg bh Psg Bh
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
65,000 75,000 80,000 90,000 205,000 197,000 75,000 1,500 95,000 680 11,200 14,000 1,200,000 1,750,000 10,000 10,000 20,000 24,000 25,000 25,000 75,000 22,000 37,500 37,500 16,000 12,500 8,500 12,500 56,000 17,500 16,400 55,000 20,000 35,000 65,000 50,000 30,000 160,000 22,500 15,000
No. 40 41 42
Uraian
Satuan
43 44 45 46 47 48
Gerendel Pintu (Pintu Depan) Haak Angin Gypsum Board 9mm Polywood 9mm Teakwood Tripleks 3 mm Tripleks Lapis Alumunium Slot/Gembok lengkap Lem Kayu Keramik 30 x 30
49
Keramik 20 x 20
50 51
Keramik 20 x 25 Semen Warna (Putih)
52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71
Kloset Jongkok
Bh Psg Lbr Lbr Lbr Lbr Lbr bh kg dos Bh dos Bh dos zak Kg Bh
Bak Fibre Kran Air Floor Drain Seal Tape Kaca Polos 5 mm Lampu Philips XL Wastafel Bak Cuci Piring Stainless steel Pipa Galvanis 1'' PVC type AW 3" Instalasi Titik Lampu Lampu Down Light Lampu SL Saklar Ganda Saklar Seri Saklar Tunggal Panel Listrik Stop Kontak
Psg Psg Bh Bh m2 Bh Set Bh M' M' Titik Bh Bh Bh Bh Bh Bh Bh
Harga Satuan (Rp.) Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
13,750 14,000 75,000 90,000 78,000 50,000 125,000 40,000 25,000 47,500 4,275 48,000 4,320 48,000 55,000 11,000 157,000
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
225,000 32,500 17,500 4,500 120,000 32,000 250,000 300,000 20,000 18,500 100,000 55,000 20,000 30,000 50,000 25,000 150,000 55,000
Palu,
September 2012
Mengetahui/Menyetujui Pejabat Pembuat Komitmen
Dibuat Oleh, Konsultan Perencana PT. ADITAMA KARYA
ICHSAN FIRMANSYAH M. AMIN, SE
ABDUL RAHMAN, ST., IAI
NIP. 19830303 200901 1 026
Direktur
