Berikut sebagian screen capture file ini. Geser ke kiri pada layar.
| RENCANA ANGGARAN BIAYA (R.A.B) |
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| KEGIATAN |
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: BELANJA MODAL GEDUNG DAN BANGUNAN |
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| PEKERJAAN |
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: PEMBANGUNAN GROUND TANK GEDUNG FASILITAS PERKANTORAN |
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| LOKASI |
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: KOMPLEK PERGURUAN TINGGI AIR TAWAR PADANG |
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KETERANGAN |
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| NO. |
URAIAN PEKERJAAN |
STN |
VOLUME |
HARGA SATUAN |
JUMLAH HARGA |
JUMLAH SUB. HARGA |
SUB TOTAL |
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| A |
B |
C |
D |
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F |
G = E X F |
G |
H = SUB JUMLAH G |
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| I |
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PEKERJAAN PENDAHULUAN |
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Rp4,393,050.00 |
Rp4,393,050.00 |
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| I.1 |
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Pembersihan Lapangan |
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M2 |
15.00 |
Rp12,500.00 |
Rp187,500.00 |
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| I.2 |
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Pasang Bowplank & Pengkuran |
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M1 |
15.00 |
Rp46,350.00 |
Rp695,250.00 |
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| I.3 |
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Pasang Plank Nama Proyek |
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Unit |
1.00 |
Rp1,256,340.00 |
Rp1,256,340.00 |
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| I.4 |
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Sewa Direksi Keet |
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Ls |
1.00 |
Rp300,000.00 |
Rp300,000.00 |
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| I.5 |
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Pasang Pagar Pengaman Site |
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M1 |
12.00 |
Rp162,830.00 |
Rp1,953,960.00 |
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| II |
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PEKERJAAN TANAH |
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Rp3,891,423.50 |
Rp3,891,423.50 |
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| II.1 |
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Pekerjaan Galian Tanah |
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Tanah Berpasir Max Sedalam 3 Meter |
M3 |
38.45 |
Rp92,030.00 |
Rp3,538,553.50 |
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| II.2 |
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Pekerjaan Urugan Tanah Pilihan |
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Dengan Sirtu Atau Setara |
M3 |
2.84 |
Rp124,250.00 |
Rp352,870.00 |
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| III |
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PEKERJAAN STRUKTUR |
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Rp24,813,575.51 |
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| III.1 |
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PEKERJAAN SLOOF 20/30 |
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Rp2,319,845.06 |
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| III.1.1 |
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Pekerjaan Pembesian |
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Fy 320 Mpa |
Kg |
111.70 |
Rp9,925.50 |
Rp1,108,678.35 |
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| III.1.2 |
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Pekerjaan Bekisting |
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Mutu Muka Beton Expose |
M2 |
6.36 |
Rp104,975.00 |
Rp667,641.00 |
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| III.1.3 |
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Pekerjaan Beton |
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Beton Mutu F'c = 25 MPa (K 300), Slump (12 ± 2) Cm, W/C = 0,52 |
M3 |
0.64 |
Rp849,258.93 |
Rp543,525.71 |
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| III.2 |
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PEKERJAAN KOLOM 20/30 |
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Rp2,484,536.81 |
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| III.2.1 |
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Pekerjaan Pembesian |
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Fy 320 Mpa |
Kg |
98.62 |
Rp9,925.50 |
Rp978,852.81 |
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| III.2.2 |
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Pekerjaan Bekisting |
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Mutu Muka Beton Expose |
M2 |
6.58 |
Rp156,550.00 |
Rp1,030,099.00 |
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| III.2.3 |
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Pekerjaan Beton |
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Beton Mutu F'c = 25 MPa (K 300), Slump (12 ± 2) Cm, W/C = 0,52 |
M3 |
0.56 |
Rp849,258.93 |
Rp475,585.00 |
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| III.3 |
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PEKERJAAN BALOK 20/30 |
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Rp3,378,099.96 |
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| III.3.1 |
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Pekerjaan Pembesian |
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Fy 320 Mpa |
Kg |
116.03 |
Rp9,925.50 |
Rp1,151,655.77 |
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| III.3.2 |
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Pekerjaan Bekisting |
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Mutu Muka Beton Expose |
M2 |
10.00 |
Rp158,950.00 |
Rp1,589,500.00 |
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| III.3.3 |
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Pekerjaan Beton |
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Beton Mutu F'c = 25 MPa (K 300), Slump (12 ± 2) Cm, W/C = 0,52 |
M3 |
0.75 |
Rp849,258.93 |
Rp636,944.20 |
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| III.4 |
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PEKERJAAN LANTAI dan DINDING BETON BERTULANG |
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Rp16,631,093.67 |
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| III.4.1 |
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Pekerjaan Urugan Pasir |
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M3 |
0.76 |
Rp126,900.00 |
Rp96,444.00 |
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| III.4.2 |
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Pekerjaan Lantai Kerja |
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Campuran 1Pc:3Ps:5Kr Atau Fc 14,5 Mpa (K175) |
M3 |
0.53 |
Rp723,097.02 |
Rp383,241.42 |
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| III.4.3 |
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Pekerjaan Pembesian |
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Fy 320 Mpa |
Kg |
413.65 |
Rp9,925.50 |
Rp4,105,683.08 |
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| III.4.4 |
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Pekerjaan Bekisting |
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Mutu Muka Beton Expose |
M2 |
39.11 |
Rp141,466.67 |
Rp5,532,761.33 |
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| III.4.5 |
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Pekerjaan Beton |
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Beton Mutu F'c = 25 MPa (K 300), Slump (12 ± 2) Cm, W/C = 0,52 |
M3 |
4.07 |
Rp849,258.93 |
Rp3,456,483.84 |
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| III.4.6 |
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Pekerjaan Pasang Water Stop |
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M1 |
11.20 |
Rp272,900.00 |
Rp3,056,480.00 |
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| IV |
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PEKERJAAN FINISHING |
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Rp7,811,455.92 |
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| IV.1 |
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PEKERJAAN PELAPIS LANTAI & DINDING |
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Rp6,122,837.44 |
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| IV.1.1 |
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Pekerjaan Pasang Keramik Lantai Uk. 20x20cm |
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Setara Roman |
M2 |
6.00 |
Rp207,208.00 |
Rp1,243,248.00 |
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| IV.1.2 |
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Pekerjaan Pasang Keramik Dinding Uk. 20x25cm |
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Setara Roman |
M2 |
22.24 |
Rp219,406.00 |
Rp4,879,589.44 |
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| IV.2 |
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PEKERJAAN PINTU RESERVOAR |
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Rp792,488.48 |
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| IV.2.1 |
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Pekerjaan Pintu Plat Baja Penutup |
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Lengkap Dengan Rangka, Pengangan Dan Accesorries |
Unit |
2.00 |
Rp298,977.03 |
Rp597,954.06 |
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| IV.2.2 |
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Pekerjaan Pasang Tangga Monyet |
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Baja Tulangan D 16 Finish Cat Minyak 3 Lapis |
Kg |
17.36 |
Rp11,205.90 |
Rp194,534.42 |
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| IV.3 |
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PEKERJAAN PLUMBING |
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Rp896,130.00 |
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| IV.3.1 |
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Pekerjaan Pasang Pipa Galvanis D. 1" |
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Air Keluar Beserta Fitting |
M1 |
3.50 |
Rp92,440.00 |
Rp323,540.00 |
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| IV.3.2 |
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Pekerjaan Pasang pipa Galvanis D. 2" |
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Air Masuk Beserta Fitting |
M1 |
2.50 |
Rp110,756.00 |
Rp276,890.00 |
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| IV.3.3 |
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Pekerjaan Pasang Floating Valve 2" |
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Lengkap Dengan Accesorries |
Set |
1.00 |
Rp295,700.00 |
Rp295,700.00 |
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| TOTAL FISIK (NON PPN) |
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Rp40,909,504.93 |
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Rp40,909,504.93 |
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………..., …………… 2015 |
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Penawar |
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PT. CV., …………….. |
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………………….. |
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Direktur |
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DAFTAR |
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HARGA SATUAN PEKERJAAN |
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KODE |
URAIAN PEKERJAAN |
SAT |
HARGA SATUAN |
KET. |
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A |
PEKERJAAN TANAH (SNI 2835-2008) |
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A.3.A |
MENGGALI 1 M3 TANAH BERPASIR SEDALAM 3 METER |
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M3 |
Rp92,030.00 |
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A.12 |
MENGURUG PASIR URUG |
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M3 |
Rp126,900.00 |
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A.16 |
MENGURUG SIRTU PADAT UNTUK PENINGGIAN LANTAI BANGUNAN |
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M3 |
Rp124,250.00 |
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C |
PEKERJAAN BETON (SNI 7396-2008) |
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C.5 |
MEMBUAT BETON MUTU F'C = 14,5 MPa (K 175), SLUMP (12 ± 2) CM, W/C = 0,66 |
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M3 |
Rp723,097.02 |
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C.10 |
MEMBUAT BETON MUTU F'C = 26,4 MPa (K 300), SLUMP (12 ± 2) CM, W/C = 0,52 |
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M3 |
Rp849,258.93 |
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C.16 |
MEMASANG PVC WATERSTOP LEBAR 230 MM - 320 MM |
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M1 |
Rp272,900.00 |
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C.17 |
PEMBESIAN |
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Kg |
Rp9,925.50 |
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C.17A |
PEMBESIAN 1 KG Besi D 16 DENGAN BESI POLOS ATAU BESI ULIR FINISH CAT |
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Kg |
Rp11,205.90 |
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C.21 |
MEMASANG BEKISTING UNTUK SLOOF |
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M2 |
Rp104,975.00 |
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C.22 |
MEMASANG BEKISTING UNTUK KOLOM |
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M2 |
Rp156,550.00 |
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C.23 |
MEMASANG BEKISTING UNTUK BALOK |
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M2 |
Rp158,950.00 |
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C.25 |
MEMASANG BEKISTING UNTUK DINDING |
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M2 |
Rp141,466.67 |
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G |
PEKERJAAN PENUTUP LANTAI DAN DINDING (SNI 7395-2008) |
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G.36 |
MEMASANG LANTAI KERAMIK UKURAN (20 X 20) CM Setara Roman) |
M2 |
Rp207,208.00 |
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G.70 |
MEMASANG DINDING KERAMIK UK 20 X 25 |
M2 |
Rp219,406.00 |
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I |
PEKERJAAN BESI DAN ALUMINIUM (SNI 7393-2008) |
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I.34 |
MEMASANG 1 UNIT PINTU PLAT BAJA RESERVOAR |
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Unit |
Rp298,977.03 |
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J |
PEKERJAAN PERSIAPAN (SNI DT-03-2835-2002) |
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J.3 |
MEMBUAT PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M |
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M1 |
Rp162,830.00 |
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J.5 |
PEKERJAAN PENGUKURAN DAN PEMASANGAN BOUPLANK |
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M1 |
Rp46,350.00 |
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J.9 |
MEMBERSIHKAN LAPANGAN DAN PEMERATAAN |
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M2 |
Rp12,500.00 |
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J.25 |
MEMASANG 1 Unit PLANK NAMA PROYEK KONSTRUKSI PIPA & PLAT BAJA DILAS Uk. 1x1.5 Meter |
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Unit |
Rp1,256,340.00 |
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K |
PEKERJAAN SANITASI (SNI 2002) |
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K.20 |
MEMASANG PIPA GALVANIS DIAMETER 1 INCH |
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M1 |
Rp92,440.00 |
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K.21.A |
Memasang 1 m Pipa Galvanis Diameter 2'' |
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M1 |
Rp110,756.00 |
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K.39 |
Memasang 1 bh Floating Valve |
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Buah |
Rp295,700.00 |
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………..., …………… 2015 |
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Penawar |
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PT. CV., …………….. |
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………………….. |
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Direktur |
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DAFTAR ANALISA |
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HARGA SATUAN PEKERJAAN |
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| KODE |
KOEFISIEN |
SATUAN |
UPAN/BAHAN/ALAT BANTU |
HARGA SATUAN |
HARGA UPAH |
HARGA BAHAN |
JUMLAH HARGA |
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| A.3.A |
MENGGALI 1 M3 TANAH BERPASIR SEDALAM 3 METER |
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Upah : |
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1.050 |
OH |
Pekerja |
Rp80,000 |
Rp84,000 |
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0.067 |
OH |
Mandor |
Rp90,000 |
Rp6,030 |
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1.000 |
Ls |
Alat Bantu (Pencegah Lonsor) |
Rp2,000 |
Rp2,000 |
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Rp92,030 |
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Rp92,030 |
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Overhead + Fee ( Max. 0 % ) |
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Rp- |
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J u m l a h |
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Rp92,030 |
|
|
| A.11 |
MENGURUG 1 M3 PASIR URUG |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.300 |
OH |
Pekerja |
Rp80,000 |
Rp24,000 |
|
|
|
|
|
0.010 |
OH |
Mandor |
Rp90,000 |
Rp900 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.200 |
m3 |
Pasir Urug |
Rp85,000 |
|
Rp102,000 |
|
|
|
|
|
|
|
|
Rp24,900 |
Rp102,000 |
Rp126,900 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp126,900 |
|
|
| A.15 |
MENGURUG 1 M3 SIRTU PADAT UNTUK PENINGGIAN LANTAI BANGUNAN |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.250 |
OH |
Pekerja |
Rp80,000 |
Rp20,000 |
|
|
|
|
|
0.025 |
OH |
Mandor |
Rp90,000 |
Rp2,250 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.200 |
m3 |
Sirtu |
Rp85,000 |
|
Rp102,000 |
|
|
|
|
|
|
|
|
Rp22,250 |
Rp102,000 |
Rp124,250 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp124,250 |
|
|
| C.5 |
MEMBUAT 1 M3 BETON MUTU F'C = 14,5 MPa (K 175), SLUMP (12 ± 2) CM, W/C = 0,66 |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
1.650 |
OH |
Pekerja |
Rp80,000 |
Rp132,000 |
|
|
|
|
|
0.275 |
OH |
Tukang Batu |
Rp82,500 |
Rp22,688 |
|
|
|
|
|
0.028 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,380 |
|
|
|
|
|
0.083 |
OH |
Mandor |
Rp90,000 |
Rp7,470 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
326.000 |
kg |
PC |
Rp1,200 |
|
Rp391,200 |
|
|
|
|
760 |
kg |
PB |
Rp86 |
|
Rp65,143 |
|
|
|
|
1029 |
kg |
KR (Maksimum 30 mm) |
Rp89 |
|
Rp91,467 |
|
|
|
|
215 |
Liter |
Air |
Rp50 |
|
Rp10,750 |
|
|
|
|
|
|
|
|
Rp164,538 |
Rp558,560 |
Rp723,097 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp723,097 |
|
|
| C.10 |
MEMBUAT 1 M3 BETON MUTU F'C = 26,4 MPa (K 300), SLUMP (12 ± 2) CM, W/C = 0,52 |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
1.650 |
OH |
Pekerja |
Rp80,000 |
Rp132,000 |
|
|
|
|
|
0.275 |
OH |
Tukang Batu |
Rp82,500 |
Rp22,688 |
|
|
|
|
|
0.028 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,380 |
|
|
|
|
|
0.083 |
OH |
Mandor |
Rp90,000 |
Rp7,470 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
413.000 |
kg |
PC |
Rp1,200 |
|
Rp495,600 |
|
|
|
|
681 |
Kg |
PB |
Rp86 |
|
Rp58,371 |
|
|
|
|
1021 |
Kg |
KR batu pecah 2/3 (Maksimum 30 mm) |
Rp118 |
|
Rp120,000 |
|
|
|
|
215 |
Liter |
Air |
Rp50 |
|
Rp10,750 |
|
|
|
|
|
|
|
|
Rp164,538 |
Rp684,721 |
Rp849,259 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp849,259 |
|
|
| C.16 |
MEMBUAT 1 M PVC WATERSTOP LEBAR 230 MM - 320 MM |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.080 |
OH |
Pekerja |
Rp80,000 |
Rp6,400 |
|
|
|
|
|
0.040 |
OH |
Tukang Batu / Pipa |
Rp82,500 |
Rp3,300 |
|
|
|
|
|
0.004 |
OH |
Kepala Tukang |
Rp85,000 |
Rp340 |
|
|
|
|
|
0.004 |
OH |
Mandor |
Rp90,000 |
Rp360 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.050 |
m |
Waterstop Lebar 230 mm - 320 mm |
Rp250,000 |
|
Rp262,500 |
|
|
|
|
|
|
|
|
Rp10,400 |
Rp262,500 |
Rp272,900 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp272,900 |
|
|
|
|
|
|
|
|
|
|
|
|
| C.17 |
PEMBESIAN 1 KG DENGAN BESI POLOS ATAU BESI ULIR |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.0070 |
OH |
Pekerja |
Rp80,000 |
Rp560 |
|
|
|
|
|
0.0070 |
OH |
Tukang Besi |
Rp82,500 |
Rp578 |
|
|
|
|
|
0.0007 |
OH |
Kepala Tukang |
Rp85,000 |
Rp60 |
|
|
|
|
|
0.0004 |
OH |
Mandor |
Rp90,000 |
Rp36 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.0500 |
kg |
Besi Beton (Polos/Ulir) |
Rp8,100 |
|
Rp8,505 |
|
|
|
|
0.0150 |
kg |
Kawat Beton |
Rp12,500 |
|
Rp188 |
|
|
|
|
|
|
|
|
Rp1,233 |
Rp8,693 |
Rp9,926 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp9,926 |
|
|
| C.17A |
PEMBESIAN 1 KG Besi D 16 DENGAN BESI POLOS ATAU BESI ULIR FINISH CAT |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.0070 |
OH |
Pekerja |
Rp80,000 |
Rp560 |
|
|
|
|
|
0.0070 |
OH |
Tukang Besi |
Rp82,500 |
Rp578 |
|
|
|
|
|
0.0007 |
OH |
Kepala Tukang |
Rp85,000 |
Rp60 |
|
|
|
|
|
0.0004 |
OH |
Mandor |
Rp90,000 |
Rp36 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.0500 |
kg |
Besi Beton (Polos/Ulir) |
Rp8,100 |
|
Rp8,505 |
|
|
|
|
0.0900 |
M2 |
Pengecatan Cat Minyak 3 Lapis |
Rp16,310 |
|
Rp1,468 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rp1,233 |
Rp9,973 |
Rp11,206 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp11,206 |
|
|
| C.21 |
MEMASANG 1 M2 BEKISTING UNTUK SLOOF |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.520 |
OH |
Pekerja |
Rp80,000 |
Rp41,600 |
|
|
|
|
|
0.260 |
OH |
Tukang Kayu |
Rp82,500 |
Rp21,450 |
|
|
|
|
|
0.026 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,210 |
|
|
|
|
|
0.026 |
OH |
Mandor |
Rp90,000 |
Rp2,340 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
0.045 |
m3 |
Kayu Kelas III |
Rp1,550,000 |
|
Rp69,750 |
|
|
|
|
0.300 |
kg |
Paku 5 cm - 10 cm |
Rp15,000 |
|
Rp4,500 |
|
|
|
|
0.100 |
Liter |
Minyak Bekisting |
Rp5,000 |
|
Rp500 |
|
|
|
|
0.500 |
|
Bahan 2 kali Pakai |
|
Rp67,600 |
Rp37,375 |
Rp104,975 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp104,975 |
|
|
|
|
|
|
|
|
|
|
|
|
| C.22 |
MEMASANG 1 M2 BEKISTING UNTUK KOLOM |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.660 |
OH |
Pekerja |
Rp80,000 |
Rp52,800 |
|
|
|
|
|
0.330 |
OH |
Tukang Kayu |
Rp82,500 |
Rp27,225 |
|
|
|
|
|
0.033 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,805 |
|
|
|
|
|
0.033 |
OH |
Mandor |
Rp90,000 |
Rp2,970 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
0.040 |
m3 |
Kayu Kelas III |
Rp1,550,000 |
|
Rp62,000 |
|
|
|
|
0.400 |
kg |
Paku 5 cm - 12 cm |
Rp15,000 |
|
Rp6,000 |
|
|
|
|
0.200 |
Liter |
Minyak Bekisting |
Rp5,000 |
|
Rp1,000 |
|
|
|
|
0.015 |
m3 |
Balok Kayu Kelas II |
Rp1,600,000 |
|
Rp24,000 |
|
|
|
|
0.350 |
Lbr |
Plywood Tebal 9 mm |
Rp110,000 |
|
Rp38,500 |
|
|
|
|
2.000 |
Batang |
Dolken Kayu Galam, Ø (8-10) cm, panjang 4 m |
Rp5,000 |
|
Rp10,000 |
|
|
|
|
0.500 |
|
Bahan 2 kali Pakai |
|
Rp85,800 |
Rp70,750 |
Rp156,550 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp156,550 |
|
|
|
|
|
|
|
|
|
|
|
|
| C.23 |
MEMASANG 1 M2 BEKISTING UNTUK BALOK |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.660 |
OH |
Pekerja |
Rp80,000 |
Rp52,800 |
|
|
|
|
|
0.330 |
OH |
Tukang Kayu |
Rp82,500 |
Rp27,225 |
|
|
|
|
|
0.033 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,805 |
|
|
|
|
|
0.033 |
OH |
Mandor |
Rp90,000 |
Rp2,970 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
0.040 |
m3 |
Kayu Kelas III |
Rp1,550,000 |
|
Rp62,000 |
|
|
|
|
0.400 |
kg |
Paku 5 cm - 12 cm |
Rp15,000 |
|
Rp6,000 |
|
|
|
|
0.200 |
Liter |
Minyak Bekisting |
Rp5,000 |
|
Rp1,000 |
|
|
|
|
0.018 |
m3 |
Balok Kayu Kelas II |
Rp1,600,000 |
|
Rp28,800 |
|
|
|
|
0.350 |
Lbr |
Plywood Tebal 9 mm |
Rp110,000 |
|
Rp38,500 |
|
|
|
|
2.000 |
Batang |
Dolken Kayu Galam, Ø (8-10) cm, panjang 4 m |
Rp5,000 |
|
Rp10,000 |
|
|
|
|
0.500 |
|
Bahan 2 kali Pakai |
|
Rp85,800 |
Rp73,150 |
Rp158,950 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp158,950 |
|
|
| C.25 |
MEMASANG 1 M2 BEKISTING UNTUK DINDING |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.660 |
OH |
Pekerja |
Rp80,000 |
Rp52,800 |
|
|
|
|
|
0.330 |
OH |
Tukang Kayu |
Rp82,500 |
Rp27,225 |
|
|
|
|
|
0.033 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,805 |
|
|
|
|
|
0.033 |
OH |
Mandor |
Rp90,000 |
Rp2,970 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
0.030 |
m3 |
Kayu Kelas III |
Rp1,550,000 |
|
Rp46,500 |
|
|
|
|
0.400 |
kg |
Paku 5 cm - 12 cm |
Rp15,000 |
|
Rp6,000 |
|
|
|
|
0.200 |
Liter |
Minyak Bekisting |
Rp5,000 |
|
Rp1,000 |
|
|
|
|
0.020 |
m3 |
Balok Kayu Kelas II |
Rp1,600,000 |
|
Rp32,000 |
|
|
|
|
0.350 |
Lbr |
Plywood Tebal 9 mm |
Rp110,000 |
|
Rp38,500 |
|
|
|
|
3.000 |
Batang |
Dolken Kayu Galam, Ø (8-10) cm, panjang 4 m |
Rp5,000 |
|
Rp15,000 |
|
|
|
|
4.000 |
Buah |
Formite/penjaga Jarak Bekisting/Spacer |
Rp7,000 |
|
Rp28,000 |
|
|
|
|
0.333 |
|
Bahan 3 kali Pakai |
|
Rp85,800 |
Rp55,667 |
Rp141,467 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp141,467 |
|
|
| G.36 |
MEMASANG 1 M2 LANTAI KERAMIK UKURAN (20 X 20) CM |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.700 |
OH |
Pekerja |
Rp80,000 |
Rp56,000 |
|
|
|
|
|
0.350 |
OH |
Tukang batu |
Rp82,500 |
Rp28,875 |
|
|
|
|
|
0.035 |
OH |
Kepala Tukang |
Rp85,000 |
Rp2,975 |
|
|
|
|
|
0.030 |
OH |
Mandor |
Rp90,000 |
Rp2,700 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
26.500 |
Buah |
Keramik |
Rp3,000 |
|
Rp79,500 |
|
|
|
|
10.400 |
kg |
PC |
Rp1,200 |
|
Rp12,480 |
|
|
|
|
0.045 |
m3 |
PP |
Rp120,000 |
|
Rp5,400 |
|
|
|
|
1.620 |
kg |
Semen Warna |
Rp11,900 |
|
Rp19,278 |
|
|
|
|
|
|
|
|
Rp90,550 |
Rp116,658 |
Rp207,208 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp207,208 |
|
|
| G.70 |
MEMASANG 1 M2 DINDING KERAMIK UKURAN (20 X 25) CM |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.900 |
OH |
Pekerja |
Rp80,000 |
Rp72,000 |
|
|
|
|
|
0.450 |
OH |
Tukang batu |
Rp82,500 |
Rp37,125 |
|
|
|
|
|
0.045 |
OH |
kepala tukang |
Rp85,000 |
Rp3,825 |
|
|
|
|
|
0.045 |
OH |
mandor |
Rp90,000 |
Rp4,050 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
22.000 |
Buah |
Keramik |
Rp3,000 |
|
Rp66,000 |
|
|
|
|
9.300 |
kg |
PC |
Rp1,200 |
|
Rp11,160 |
|
|
|
|
0.018 |
m3 |
PP |
Rp120,000 |
|
Rp2,160 |
|
|
|
|
1.940 |
kg |
Semen Warna |
Rp11,900 |
|
Rp23,086 |
|
|
|
|
|
|
|
|
Rp117,000 |
Rp102,406 |
Rp219,406 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp219,406 |
|
|
| I.34 |
MEMASANG 1 UNIT PINTU PLAT BAJA RESERVOAR |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.338 |
OH |
Pekerja |
Rp80,000 |
Rp27,000 |
|
|
|
|
|
0.113 |
OH |
Tukang |
Rp82,500 |
Rp9,281 |
|
|
|
|
|
0.113 |
OH |
Kepala Tukang |
Rp85,000 |
Rp9,563 |
|
|
|
|
|
0.018 |
OH |
Mandor |
Rp90,000 |
Rp1,620 |
|
|
|
|
|
Bahan & Alat : |
|
|
|
|
|
|
|
|
|
10.890 |
Kg |
Penutup Plat Baja tebal 5 mm |
Rp14,000 |
|
Rp152,453 |
|
|
|
|
3.140 |
Kg |
Baja Siku 50.50.5 |
Rp30,000 |
|
Rp94,200 |
|
|
|
|
5.000 |
cm |
Pengelasan |
Rp572 |
|
Rp2,860 |
|
|
|
|
1.000 |
Ls |
Alat Bantu |
Rp2,000 |
|
Rp2,000 |
|
|
|
|
|
|
|
|
Rp47,464 |
Rp251,513 |
Rp298,977 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp298,977 |
|
|
| J.3 |
1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.020 |
OH |
Mandor |
Rp90,000 |
Rp1,800 |
|
|
|
|
|
0.020 |
OH |
Kepala Tukang |
Rp85,000 |
Rp1,700 |
|
|
|
|
|
0.200 |
OH |
Tukang Kayu |
Rp82,500 |
Rp16,500 |
|
|
|
|
|
0.400 |
OH |
Pekerja |
Rp80,000 |
Rp32,000 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.250 |
Btg |
Dolken Kayu ø 8-10/400 cm |
Rp5,000 |
|
Rp6,250 |
|
|
|
|
2.500 |
Kg |
Semen Portland |
Rp1,200 |
|
Rp3,000 |
|
|
|
|
1.200 |
Lbr |
Seng Gelombang 3"-5" |
Rp55,000 |
|
Rp66,000 |
|
|
|
|
0.005 |
M3 |
Pasir Beton |
Rp120,000 |
|
Rp600 |
|
|
|
|
0.009 |
M3 |
Koral Beton |
Rp120,000 |
|
Rp1,080 |
|
|
|
|
0.018 |
M3 |
Kayu 5/7 (kayu klas. IV) |
Rp1,500,000 |
|
Rp26,250 |
|
|
|
|
0.060 |
Kg |
Paku Biasa 2"-5" |
Rp15,000 |
|
Rp900 |
|
|
|
|
0.450 |
Kg |
Meni Besi |
Rp15,000 |
|
Rp6,750 |
|
|
|
|
|
|
|
|
Rp52,000 |
Rp110,830 |
Rp162,830 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp162,830 |
|
|
| J.5 |
1 M' PENGUKURAN DAN PEMASANGAN BOUPLANK |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.005 |
OH |
Mandor |
Rp90,000 |
Rp450 |
|
|
|
|
|
0.010 |
OH |
Kepala Tukang |
Rp85,000 |
Rp850 |
|
|
|
|
|
0.100 |
OH |
Tukang Kayu |
Rp82,500 |
Rp8,250 |
|
|
|
|
|
0.100 |
OH |
Pekerja |
Rp80,000 |
Rp8,000 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
0.012 |
M3 |
Kayu 5/7 (kayu klas. IV) |
Rp1,500,000 |
|
Rp18,000 |
|
|
|
|
0.020 |
Kg |
Paku Biasa 2"-5" |
Rp15,000 |
|
Rp300 |
|
|
|
|
0.007 |
M3 |
Kayu Papan 3/20 (klas IV) |
Rp1,500,000 |
|
Rp10,500 |
|
|
|
|
|
|
|
|
Rp17,550 |
Rp28,800 |
Rp46,350 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp46,350 |
|
|
| J.9 |
1 M2 PEMBERSIHAN LAPANGAN DAN PEMERATAAN |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.050 |
OH |
Mandor |
Rp90,000 |
Rp4,500 |
|
|
|
|
|
0.100 |
OH |
Pekerja |
Rp80,000 |
Rp8,000 |
|
|
|
|
|
|
|
|
|
Rp12,500 |
|
Rp12,500 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp12,500 |
|
|
| J.25 |
MEMASANG 1 Unit PLANK NAMA PROYEK KONSTRUKSI PIPA & PLAT BAJA DILAS Uk. 1x1.5 Meter |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
1.000 |
OH |
Tukang |
Rp82,500 |
Rp82,500 |
|
|
|
|
|
0.100 |
OH |
Kepala Tukang |
Rp85,000 |
Rp8,500 |
|
|
|
|
|
2.000 |
OH |
Pekerja |
Rp80,000 |
Rp160,000 |
|
|
|
|
|
0.001 |
OH |
M a n d o r |
Rp90,000 |
Rp90 |
Rp251,090 |
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
3.000 |
m |
Pipa BSP D 4" |
Rp41,667 |
Rp125,000 |
|
|
|
|
|
7.065 |
Kg |
Rangka Baja Siku 30.30.3 |
Rp30,000 |
Rp211,950 |
|
|
|
|
|
11.775 |
Kg |
Plat Baja Tebal 1 mm |
Rp12,000 |
Rp141,300 |
|
|
|
|
|
30.000 |
cm |
Pengelasan |
Rp7,500 |
Rp225,000 |
|
|
|
|
|
1.000 |
Ls |
Sablon Nama Proyek |
Rp300,000 |
Rp300,000 |
|
|
|
|
|
1.000 |
Ls |
Alat Bantu |
Rp2,000 |
Rp2,000 |
Rp1,005,250 |
|
|
|
|
|
|
Jumlah |
|
|
|
Rp1,256,340 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp1,256,340 |
|
|
|
|
|
|
|
|
|
|
|
|
| K |
PEKERJAAN SANITASI SNI 2002 |
|
|
|
|
|
|
|
|
| K.20 |
Memasang 1 m Pipa Galvanis Diameter 1'' |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.054 |
OH |
Pekerja |
Rp80,000 |
Rp4,320 |
|
|
|
|
|
0.090 |
OH |
Tukang Batu |
Rp82,500 |
Rp7,425 |
|
|
|
|
|
0.009 |
OH |
Kepala Tukang |
Rp85,000 |
Rp765 |
|
|
|
|
|
0.027 |
OH |
Mandor |
Rp90,000 |
Rp2,430 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.200 |
m |
pipa galvanis |
Rp50,000 |
|
Rp60,000 |
|
|
|
|
0.350 |
ls |
perlengkapan ( 35% ) |
Rp50,000 |
|
Rp17,500 |
|
|
|
|
|
|
|
|
Rp14,940 |
Rp77,500 |
Rp92,440 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp92,440 |
|
|
| K.21.A |
Memasang 1 m Pipa Galvanis Diameter 2'' |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.108 |
OH |
Pekerja |
Rp80,000 |
Rp8,640 |
|
|
|
|
|
0.180 |
OH |
Tukang Batu |
Rp82,500 |
Rp14,850 |
|
|
|
|
|
0.018 |
OH |
Kepala Tukang |
Rp85,000 |
Rp1,530 |
|
|
|
|
|
0.0054 |
OH |
Mandor |
Rp90,000 |
Rp486 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.200 |
m |
pipa galvanis 2" |
Rp55,000 |
|
Rp66,000 |
|
|
|
|
0.350 |
ls |
perlengkapan ( 35% ) |
Rp55,000 |
|
Rp19,250 |
|
|
|
|
|
|
|
|
Rp25,506 |
Rp85,250 |
Rp110,756 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp110,756 |
|
|
| K.39 |
Memasang 1 bh Floating Valve |
|
|
|
|
|
|
|
|
|
Upah : |
|
|
|
|
|
|
|
|
|
0.020 |
OH |
Pekerja |
Rp80,000 |
Rp1,600 |
|
|
|
|
|
0.200 |
OH |
Tukang Batu |
Rp82,500 |
Rp16,500 |
|
|
|
|
|
0.020 |
OH |
Kepala Tukang |
Rp85,000 |
Rp1,700 |
|
|
|
|
|
0.010 |
OH |
Mandor |
Rp90,000 |
Rp900 |
|
|
|
|
|
Bahan : |
|
|
|
|
|
|
|
|
|
1.000 |
bh |
Floating Valve |
Rp250,000 |
|
Rp250,000 |
|
|
|
|
1.000 |
Ls |
Perlengkapan 10% |
Rp25,000 |
|
Rp25,000 |
|
|
|
|
|
|
|
|
Rp20,700 |
Rp275,000 |
Rp295,700 |
|
|
|
|
|
Overhead + Fee ( Max. 0 % ) |
|
|
|
Rp- |
|
|
|
|
|
J u m l a h |
|
|
|
Rp295,700 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
………..., …………… 2015 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Penawar |
|
|
|
|
|
|
|
|
|
PT. CV., …………….. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
………………….. |
|
|
|
|
|
|
|
|
Direktur |
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|
|
Excel XLSX | Diposting 26 Jan 2022 | 3 thn lalu
