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REKAPITULASI Engineer Estimate (EE) Kegiatan Lokasi Tahun
: Perencanaan Bangunan Pabrik : Pontianak : 2017 JUMLAH
NO.
URAIAN
HARGA (Rp)
I. II. III. IV. V. VI. VII. VIII.
PEKERJAAN PERSIAPAN PEKERJAAN TANAH PEKERJAAN PONDASI DAN BETON PEKERJAAN KONSTRUKSI BAJA PEKERJAAN DINDING DAN KUSEN PEKERJAAN ATAP PEKERJAAN PENGECATAN PEKERJAAN ELEKTRIKAL
Terbilang
JUMLAH PPN 10% JUMLAH TOTAL DIBULATKAN
172,501,900 273,287,909 1,526,921,551 2,188,064,994 525,017,940 323,562,260 354,544,480 15,366,000 15,366,000 5,394,633,034 539,463,303 5,934,096,338 5,934,096,300
Harga Per m2 =
2,575,563
:
Rincian Engineen Estimate (EE) Kegiatan
: Perencanaan Bangunan Pabrik
Lokasi
: Pontianak
Tahun
: 2017
NO.
URAIAN
SAT.
PERKIRAAN VOLUME
HARGA
JUMLAH
SATUAN
HARGA
(Rp)
(Rp)
KET.
I.
PEKERJAAN PERSIAPAN
1
Pekerjaan Pengukuran Kembali
m'
192.00
33,600.00
6,451,200.00
2
Pekerjaan Pembersihan Lokasi Pekerjaan
m2
2,304.00
23,900.00
55,065,600.00
3
Pekerjaan Direksi Keet
ls
1.00
77,985,100.00
77,985,100.00
4
Mobilisasi dan Demobilisasi Peralatan
ls
1.00
33,000,000.00
33,000,000.00
JUMLAH I.
172,501,900.00
II.
PEKERJAAN TANAH
1
Pekerjaaan Urugan Sirdam+Pemadatan
m3
921.60
295,600.00
272,424,960.00
2
Pekerjaan Galian Tanah
m3
6.77
109,600.00
741,992.00
3
Pekerjaan Urugan Tanah Kembali
m3
2.26
III
PEKERJAAN PONDASI DAN BETON
1
Pekerjaan Pengeboran Untuk Pondasi
2
Pondasi Borpile, dia. 30 cm
3
4
6
120,957.33 273,287,909.33
m'
752.00
392,900.00
295,460,800.00
- Beton K-300
m3
53.13
1,501,700.00
79,783,518.96
- Pembesian
kg
9,652.84
16,600.00
160,237,144.00 -
Beton Poer 60 x 60 x 40 cm - Beton K-300
m3
6.77
1,501,700.00
10,163,505.60
- Pembesian U - 39 ( ulir )
kg
1,173.12
16,600.00
19,473,792.00
m3
23.50
1,333,400.00
31,334,900.00
- Pembesian
kg
3,488.00
16,600.00
57,900,800.00
- Bekisting
m2
94.00
402,000.00
37,788,000.00
- Beton K-225
m3
9.87
1,333,400.00
13,160,658.00
- Pembesian
kg
1,418.00
16,600.00
23,538,800.00
- Bekisting
m2
65.80
402,000.00
26,451,600.00
Pekerjaan Sloof Beton 25/40 - Beton K-225
5
53,600.00 JUMLAH II.
-
Pekerjaan Sloof Beton 15/20
-
Pekerjaan Lantai Beton Tebal 12 cm - Lantai beton K-225
m3
276.48
1,333,400.00
368,658,432.00
- Wiremesh m 8 single bawah
m2
2,304.00
82,400.00
189,849,600.00
- Finishing Floor Hardener
m2
2,304.00
92,500.00
213,120,000.00
JUMLAH III.
1,526,921,550.56
NO.
URAIAN
IV
PEKERJAAN KONSTRUKSI BAJA
1
Kolom
2
3
SAT.
PERKIRAAN VOLUME
HARGA
JUMLAH
SATUAN
HARGA
(Rp)
(Rp)
KET.
- Kolom WF.350.175.7.11
kg
10,416.00
41,000.00
427,056,000.00
- Base plate 320x170x12 mm
kg
22.54
41,000.00
924,140.00
- Angkur dia.19 mm
bh
208.00
38,000.00
7,904,000.00
- Plat stifener baseplate (80+40)x80x9 mm
kg
16.28
35,000.00
569,721.60
- Plat stifener kolom 300x80x9 mm
kg
474.77
35,000.00
16,616,880.00
Kuda-Kuda
-
- Kuda-Kuda WF.350.175.7.11
kg
24,106.00
41,000.00
988,346,000.00
- Plat simpul 630x150x12mm
kg
356.08
35,000.00
12,462,660.00
- Plat simpul 330x150x12 mm
kg
186.52
35,000.00
6,528,060.00
- Plat simpul 690x150x12 mm
kg
584.98
35,000.00
20,474,370.00
- Plat stifener span 300x80x12 mm
kg
108.52
35,000.00
3,798,144.00
- Pengaku L 50.50.5
kg
450.00
41,000.00
18,450,000.00
- Baud span dia.3/4"
bh
480.00
12,000.00
5,760,000.00
- Bracing dia.16 mm
kg
851.87
35,000.00
29,815,430.40
- Baud walter moor/span skrup M16
bh
36.00
38,000.00
1,368,000.00
Gording
-
- Gording CNP.150.75.20.3,2 mm
kg
17,326.00
35,000.00
606,410,000.00
- Plat dudukan gordeng 120x120x6 mm
kg
379.81
35,000.00
13,293,504.00
- Baud gording dia.3/8"
bh
1,120.00
12,000.00
13,440,000.00
- Trekstang beton 12 mm
kg
894.46
16,600.00
14,848,084.34
JUMLAH IV.
2,188,064,994.34
V
PEKERJAAN DINDING DAN KUSEN
1
Pekerjaan Dinding Bata Ringan
m2
1,117.00
156,500.00
174,810,500.00
2
Pekerjaan Plesteran 1 : 5
m2
2,234.00
89,300.00
199,496,200.00
3
Pekerjaan Acian
m2
2,234.00
53,800.00
120,189,200.00
4
Pekerjaan Bata Rooster
m2
92.40
226,700.00
20,947,080.00
5
Pekerjaan Grill Besi
m2
135.60
16,600.00
2,250,960.00
6
Kusen Type P1
Unit
2.00
3,662,000.00
7,324,000.00
JUMLAH IV.
525,017,940.00
V
PEKERJAAN ATAP
1
Atap Zincalume
m2
2,711.00
116,300.00
315,289,300.00
2
Nok Zincalume 0.4 mm
m1
100.40
82,400.00
8,272,960.00
JUMLAH V.
323,562,260.00
V
PEKERJAAN PENGECATAN
1
Pengecatan Dinding
m2
2,234.00
84,400.00
188,549,600.00
2
Pengecatan Meni/Zincromate
m1
3,833.60
43,300.00
165,994,880.00
JUMLAH VI.
354,544,480.00
VI
PEKERJAAN ELEKTRIKAL
1
Instalasi Penerangan
ttk
36.00
326,000.00
11,736,000.00
2
Saklar
ttk
6.00
496,000.00
2,976,000.00
3
Panel MCB termasuk isinya
ttk
1.00
654,000.00
654,000.00
JUMLAH VII.
15,366,000.00
ANALISA HARGA SATUAN PEKERJAAN JENIS PEKERJAAN SATUAN PEMBAYARAN
NO. A.
: PEKERJAAN PENGUKURAN KEMBALI : M1
KOMPONEN TENAGA Pekerja Tukang Kayu Kepala Tukang Mandor
SATUAN
PERKIRAAN KUANTITAS
OH OH OH OH
B.
BAHAN
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) PEMBULATAN
HARGA SATUAN (Rp.)
0.1000 130,200.00 0.1000 149,730.00 0.0100 164,052.00 0.0050 174,468.00 JUMLAH HARGA TENAGA
JUMLAH HARGA (Rp.) 13,020.00 14,973.00 1,640.52 872.34 30,505.86
JUMLAH HARGA BAHAN JUMLAH HARGA PERALATAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO. A.
: PEMBERSIHAN LOKASI PEKERJAAN : M2
KOMPONEN TENAGA Pekerja Mandor BAHAN
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) PEMBULATAN
NO. 1
SATUAN
PERKIRAAN KUANTITAS
OH OH
B.
JENIS PEKERJAAN SATUAN PEMBAYARAN
10.0 % x D
0.00 30,505.86 3,050.59 33,556.45 33,600.00
HARGA SATUAN (Rp.)
0.1000 130,200.00 0.0500 174,468.00 JUMLAH HARGA TENAGA
JUMLAH HARGA (Rp.) 13,020.00 8,723.40 21,743.40
JUMLAH HARGA BAHAN
0.00
JUMLAH HARGA PERALATAN
0.00 21,743.40 2,174.34 23,917.74 23,900.00
10.0 % x D
: DIREKSI KEET : M2
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
PAPAN NAMA PROYEK TENAGA Pekerja Mandor
OH OH
2.0000 130,200.00 1.0000 174,468.00 JUMLAH HARGA TENAGA
260,400.00 174,468.00 434,868.00
BAHAN Kayu Kaso 5/7 Cetak Banner Paku Cat Kayu Semen Tiga Roda / 50 kg Pasir Beton Split
m3 m2 kg kg kg m3 m3
0.0200 3,750,000.00 1.0000 60,000.00 0.6000 15,000.00 1.5000 55,000.00 16.8000 1,400.00 0.0270 275,000.00 0.0405 280,000.00 JUMLAH HARGA BAHAN
75,000.00 60,000.00 9,000.00 82,500.00 23,520.00 7,425.00 11,340.00 268,785.00 703,653.00 2,026,520.64
JUMLAH HARGA TENAGA DAN BAHAN /M2 JUMLAH HARGA TENAGA DAN BAHAN UNTUK (1.2 M x 2.4 M)
NO. 2
3
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
PEMBUATAN KANTOR DIREKSI KEET TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
OH OH OH OH
1.0000 130,200.00 2.0000 149,730.00 0.3000 164,052.00 0.0500 174,468.00 JUMLAH HARGA TENAGA
130,200.00 299,460.00 49,215.60 8,723.40 487,599.00
BAHAN Dolken dia. 8-10 x 350-400 cm Kayu Balok Borneo 8/12 - 400 Besi Plat Strip Plywood Sungkai Uk. 4x8x3 mm Semen Tiga Roda / 50 kg Pasir Pasang Pasir Beton Koral Beton Bata Merah Pres Mesin Jendela Nako+Aksesoris Seng gelombang 180 x 90 x 0,50 Kaca Polos 3 mm Kunci Tanam Plesteran Acian
btng m3 kg lbr kg m3 m3 m3 bh set lbr m2 bh m2 m2
1.2500 31,833.33 0.1800 4,427,083.33 1.1000 12,392.00 0.0600 128,333.33 35.0000 1,400.00 0.1500 282,536.00 0.1000 275,000.00 0.1500 264,120.00 30.0000 611.33 0.2000 133,750.00 0.2500 60,200.00 0.0800 25,380.00 0.1500 101,650.00 1.0000 74,389.64 1.0000 43,910.65 JUMLAH HARGA BAHAN
39,791.67 796,875.00 13,631.20 7,700.00 49,000.00 42,380.40 27,500.00 39,618.00 18,339.90 26,750.00 15,050.00 2,030.40 15,247.50 74,389.64 43,910.65 1,212,214.36 1,699,813.36 40,795,520.56
JUMLAH HARGA TENAGA DAN BAHAN HARGA 24 M2 KANTOR DIREKSI KEET LISTRIK KERJA TENAGA JUMLAH HARGA TENAGA BAHAN Lampu TK 1 x 36 Kabel FGby 2 x 2,5 mm2 Instalasi Titik Lampu dengan Kabel NYM 2 x 2.5 mm2 PERALATAN Sewa Genset Kecil, 3 Jam/hari Asumsi Rencana Kerja 3 bln
4
JUMLAH HARGA (Rp.)
bh m' ttk
2.0000 228,000.00 30.0000 19,890.00 2.0000 269,313.00 JUMLAH HARGA BAHAN
jam
180.0000
119,706.63
PERALATAN Penggunaan Air Asumsi Rencana Kerja 3 bln
JUMLAH HARGA TENAGA
0.00
bh m' ls
1.00 950,000.00 30.00 7,500.00 1.00 160,000.00 JUMLAH HARGA BAHAN
m3
90.00
10.0 % x D
21,547,192.50 21,547,192.50 23,138,518.50
40,000.00
JUMLAH HARGA PERALATAN JUMLAH HARGA TENAGA DAN BAHAN JUMLAH TOTAL PEKERJAAN DIREKSI KEET OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN DIREKSI KEET PEMBULATAN
456,000.00 596,700.00 538,626.00 1,591,326.00
JUMLAH HARGA PERALATAN JUMLAH HARGA TENAGA DAN BAHAN AIR KERJA TENAGA BAHAN Tangki Air Fiber 1 m3 bulat Selang Air Karet ukuran 1/2 " Sambungan dan Accecories lainnya
0.00
950,000.00 225,000.00 160,000.00 1,335,000.00 3,600,000.00 3,600,000.00 4,935,000.00 70,895,559.70 7,089,555.97 77,985,115.67 77,985,100.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
: MOBILISASI DAN DEMOBILISASI ALAT : LS
KOMPONEN
A.
TENAGA
B. 1 2
PERALATAN Bulldozer Vibrator Roller
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) PEMBULATAN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA TENAGA unit unit
1.0 15,000,000.00 1.0 15,000,000.00 JUMLAH HARGA BAHAN JUMLAH HARGA PERALATAN
10.0 % x D
JUMLAH HARGA (Rp.) 0.00 15,000,000.00 15,000,000.00 30,000,000.00 0.00 30,000,000.00 3,000,000.00 33,000,000.00 33,000,000.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
C.
D. E. F. G.
KOMPONEN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
OH OH
0.0400 130,200.00 0.0100 174,468.00 JUMLAH HARGA TENAGA
5,208.00 1,744.68 6,952.68
BAHAN Sirdam
m2
1.2000 200,000.00 JUMLAH HARGA BAHAN
240,000.00 240,000.00
PERALATAN Bulldozer Vibro Roller
jam jam
0.0191 736,607.30 0.0178 433,294.80 JUMLAH HARGA PERALATAN
14,069.20 7,712.65 21,781.85 268,734.53 26,873.45 295,607.98 295,600.00
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
NO.
KOMPONEN
TENAGA Pekerja Mandor
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
NO.
SATUAN
PERKIRAAN KUANTITAS
OH OH
BAHAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
10.0 % x D
: PEKERJAAN GALIAN TANAH S.D 2 M : M3
B.
A.
SATUAN
TENAGA Pekerja Mandor
JENIS PEKERJAAN SATUAN PEMBAYARAN
A.
: PEKERJAAN URUGAN SIRDAM : M3
HARGA SATUAN (Rp.)
0.6750 130,200.00 0.0675 174,468.00 JUMLAH HARGA TENAGA
JUMLAH HARGA (Rp.)
87,885.00 11,776.59 99,661.59
JUMLAH HARGA BAHAN
0.00
JUMLAH HARGA PERALATAN
0.00 99,661.59 9,966.16 109,627.75 109,600.00
10.0 % x D
: PEKERJAAN URUGAN TANAH KEMBALI : M3
KOMPONEN
TENAGA Pekerja Mandor
B.
BAHAN
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
SATUAN
PERKIRAAN KUANTITAS
OH OH
10.0 % x D
HARGA SATUAN (Rp.)
0.3300 130,200.00 0.0330 174,468.00 JUMLAH HARGA TENAGA
JUMLAH HARGA (Rp.)
42,966.00 5,757.44 48,723.44
JUMLAH HARGA BAHAN
0.00
JUMLAH HARGA PERALATAN
0.00 48,723.44 4,872.34 53,595.79 53,600.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
: Pekerjaan Pengeboran Lubang Pondasi :M
KOMPONEN
TENAGA Pekerja Tukang Bor Mandor
B.
BAHAN
C.
PERALATAN Sewa Alat Bor
SATUAN
PERKIRAAN KUANTITAS
OH OH OH
HARGA SATUAN (Rp.)
0.3088 130,200.00 0.0772 149,730.00 0.0309 174,468.00 JUMLAH HARGA TENAGA
JUMLAH HARGA BAHAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
1.0000 300,000.00 JUMLAH HARGA PERALATAN
ls
10.0 % x D
JUMLAH HARGA (Rp.)
40,205.76 11,559.16 5,391.06 57,155.98
0.00 300,000.00 300,000.00 357,155.98 35,715.60 392,871.58 392,900.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Beton K-300 : M3
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
SATUAN
PERKIRAAN KUANTITAS
OH OH OH OH
HARGA SATUAN (Rp.)
1.000 130,200.00 0.250 149,730.00 0.025 164,052.00 0.100 174,468.00 JUMLAH HARGA TENAGA
130,200.00 37,432.50 4,101.30 17,446.80 189,180.60
1,100,000.00
1,122,000.00
BAHAN
Beton Ready Mix K-300
m3
1.0200
JUMLAH HARGA BAHAN C.
D. E. F. G.
JUMLAH HARGA (Rp.)
PERALATAN Pompa Beton JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
sewa-hari
10.0 % x D
0.1200 450,000.00 JUMLAH HARGA PERALATAN
1,122,000.00 54,000.00 54,000.00 1,365,180.60 136,518.06 1,501,698.66 1,501,700.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Pembesian : kg
KOMPONEN
TENAGA Pekerja Tukang Besi Kepala Tukang Besi Mandor
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
OH OH OH OH
0.0070 130,200.00 0.0070 149,730.00 0.0007 164,052.00 0.0004 174,468.00 JUMLAH HARGA TENAGA
911.40 1,048.11 114.84 69.79 2,144.13
kg kg
12,026.67 1.0500 0.0200 15,451.47 JUMLAH HARGA BAHAN
12,628.00 309.03 12,937.03
BAHAN
Besi Beton Kawat Beton C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JUMLAH HARGA PERALATAN 10.0 % x D
0.00 15,081.17 1,508.12 16,589.29 16,600.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Beton K-225 : M3
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
SATUAN
PERKIRAAN KUANTITAS
OH OH OH OH
HARGA SATUAN (Rp.)
1.000 130,200.00 0.250 149,730.00 0.025 164,052.00 0.100 174,468.00 JUMLAH HARGA TENAGA
130,200.00 37,432.50 4,101.30 17,446.80 189,180.60
950,000.00
969,000.00
BAHAN
Beton Ready Mix K-225
m3
1.0200
JUMLAH HARGA BAHAN C.
D. E. F. G.
JUMLAH HARGA (Rp.)
PERALATAN Pompa Beton JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
sewa-hari
10.0 % x D
0.1200 450,000.00 JUMLAH HARGA PERALATAN
969,000.00 54,000.00 54,000.00 1,212,180.60 121,218.06 1,333,398.66 1,333,400.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Bekisting Sloof : M2
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
TENAGA Pekerja Tukang Kayu Kepala Tukang Kayu Mandor
OH OH OH OH
0.5200 130,200.00 0.2600 149,730.00 0.0260 164,052.00 0.0260 174,468.00 JUMLAH HARGA TENAGA
67,704.00 38,929.80 4,265.35 4,536.17 115,435.32
BAHAN Kayu Kelas III Paku 5 cm - 10 cm Minyak Bekisting
M3 Kg Liter
0.0450 5,368,000.00 0.3000 15,000.00 0.1000 40,000.00 JUMLAH HARGA BAHAN
241,560.00 4,500.00 4,000.00 250,060.00
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JUMLAH HARGA PERALATAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
10.0 % x D
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
TENAGA Pekerja Tukang Kayu Kepala Tukang Kayu Mandor
OH OH OH OH
0.1200 130,200.00 0.1200 149,730.00 0.0120 164,052.00 0.0060 174,468.00 JUMLAH HARGA TENAGA
15,624.00 17,967.60 1,968.62 1,046.81 36,607.03
BAHAN Floor Harderner
M3
5.0000 9,500.00 JUMLAH HARGA BAHAN
47,500.00 47,500.00
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JUMLAH HARGA PERALATAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
B.
0.00 365,495.32 36,549.53 402,044.85 402,000.00
: Pekerjaan Finishing Floor Harderner : M2
C.
A.
JUMLAH HARGA (Rp.)
10.0 % x D
0.00 84,107.03 8,410.70 92,517.73 92,500.00
: Pekerjaan Baja Profil : Kg
KOMPONEN
TENAGA Pekerja Tukang Las Kepala Tukang Mandor
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
OH OH OH OH
0.0600 130,200.00 0.0600 149,730.00 0.0060 164,052.00 0.0030 174,468.00 JUMLAH HARGA TENAGA
7,812.00 8,983.80 984.31 523.40 18,303.52
kg
1.1500
16,500.00
18,975.00
BAHAN
Besi Profil
C.
PERALATAN
D. E. F.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E )
10.0 % x D
JUMLAH HARGA BAHAN
18,975.00
JUMLAH HARGA PERALATAN
0.00 37,278.52 3,727.85 41,006.37
G.
DIBULATKAN
41,000.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Rangka Kuda-Kuda Baja Profil IWF : Kg
KOMPONEN
TENAGA Pekerja Tukang Las Kepala Tukang Mandor
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
B.
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
OH OH OH OH
0.0600 130,200.00 0.0600 149,730.00 0.0060 164,052.00 0.0030 174,468.00 JUMLAH HARGA TENAGA
7,812.00 8,983.80 984.31 523.40 18,303.52
kg
1.1500
16,500.00
18,975.00
BAHAN
Besi Baja IWF
A.
SATUAN
JUMLAH HARGA BAHAN
18,975.00
JUMLAH HARGA PERALATAN
0.00 37,278.52 3,727.85 41,006.37 41,000.00
10.0 % x D
: Pemasangan Atap Zincalume : M2
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
SATUAN
PERKIRAAN KUANTITAS
OH OH OH OH
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
0.140 130,200.00 0.070 149,730.00 0.007 164,052.00 0.007 174,468.00 JUMLAH HARGA TENAGA
18,228.00 10,481.10 1,148.36 1,221.28 31,078.74
BAHAN
Genteng Metal
m2
1.0200
70,843.50
72,260.37
Paku Biasa 1/2 - 1"
kg
0.2000
12,000.00
2,400.00
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
10.0 % x D
JUMLAH HARGA BAHAN
74,660.37
JUMLAH HARGA PERALATAN
0.00 105,739.11 10,573.91 116,313.02 116,300.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pemasangan Nok : M'
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
0.084 130,200.00 0.125 149,730.00 0.013 164,052.00 0.004 174,468.00 JUMLAH HARGA TENAGA
10,936.80 18,716.25 2,132.68 697.87 32,483.60
bh
1.0200
39,236.40
40,021.13
kg
0.2000
12,000.00
2,400.00
JUMLAH HARGA BAHAN
42,421.13
JUMLAH HARGA PERALATAN
0.00 74,904.73 7,490.47 82,395.20 82,400.00
10.0 % x D
SATUAN
PERKIRAAN KUANTITAS
OH OH OH OH
HARGA SATUAN (Rp.)
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
0.300 130,200.00 0.100 149,730.00 0.010 164,052.00 0.015 174,468.00 JUMLAH HARGA TENAGA
39,060.00 14,973.00 1,640.52 2,617.02 58,290.54
8.3300
9,000.00
74,970.00
0.1000
90,000.00
9,000.00
JUMLAH HARGA BAHAN
83,970.00
JUMLAH HARGA PERALATAN
0.00 142,260.54 14,226.05 156,486.59 156,500.00
10.0 % x D
: Pekerjaan Plesteran 1 : 5 Tebal 15 mm : M2
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
bh zak
SATUAN
OH OH OH OH
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
0.300 130,200.00 0.150 149,730.00 0.015 164,052.00 0.015 174,468.00 JUMLAH HARGA TENAGA
39,060.00 22,459.50 2,460.78 2,617.02 66,597.30
BAHAN
Semen PC
kg
5.1840
1,400.00
7,257.60
Pasir Pasang
m3
0.0260
282,536.00
7,345.94
JUMLAH HARGA BAHAN C.
JUMLAH HARGA (Rp.)
BAHAN
C.
B.
JUMLAH HARGA (Rp.)
: Pekerjaan Dinding Bata Ringan : M2
Bata Ringan Mortar
A.
HARGA SATUAN (Rp.)
BAHAN
C.
B.
PERKIRAAN KUANTITAS
OH OH OH OH
Nok Paku
A.
SATUAN
PERALATAN
14,603.54
JUMLAH HARGA PERALATAN D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
10.0 % x D
0.00 81,200.84 8,120.08 89,320.92 89,300.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Acian : M2
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
kg
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
KOMPONEN
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
0.200 130,200.00 0.100 149,730.00 0.010 164,052.00 0.010 174,468.00 JUMLAH HARGA TENAGA
26,040.00 14,973.00 1,640.52 1,744.68 44,398.20
1,400.00
4,550.00
3.2500
JUMLAH HARGA BAHAN
4,550.00
JUMLAH HARGA PERALATAN
0.00 48,948.20 4,894.82 53,843.02 53,800.00
10.0 % x D
SATUAN
PERKIRAAN KUANTITAS
OH OH OH OH
HARGA SATUAN (Rp.)
bh kg m3
C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
0.300 130,200.00 0.100 149,730.00 0.010 164,052.00 0.015 174,468.00 JUMLAH HARGA TENAGA
39,060.00 14,973.00 1,640.52 2,617.02 58,290.54
9,000.00 1,400.00 282,536.00
121,500.00 13,552.00 12,714.12
TENAGA Pekerja Tukang Batu Kepala Tukang Mandor
13.5000 9.6800 0.0450
JUMLAH HARGA BAHAN
147,766.12
JUMLAH HARGA PERALATAN
0.00 206,056.66 20,605.67 226,662.33 226,700.00
10.0 % x D
: Pekerjaan Bata Rooster : M2
KOMPONEN
SATUAN
OH OH OH OH
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
0.300 170,000.00 0.100 579.50 0.010 185,000.00 0.015 844,800.00 JUMLAH HARGA TENAGA
51,000.00 57.95 1,850.00 12,672.00 65,579.95
11,900.00 4,513,888.89 19,260.00
160,650.00 43,694,444.44 866.70
BAHAN
Bata Rooster Semen PC Pasir Pasang
bh kg m3
13.5000 9.6800 0.0450
JUMLAH HARGA BAHAN C.
JUMLAH HARGA (Rp.)
BAHAN Semen PC Pasir Pasang
B.
JUMLAH HARGA (Rp.)
: Pekerjaan Bata Rooster : M2
Bata Rooster
A.
HARGA SATUAN (Rp.)
BAHAN
C.
B.
PERKIRAAN KUANTITAS
OH OH OH OH
Semen PC
A.
SATUAN
PERALATAN
43,855,961.14
JUMLAH HARGA PERALATAN D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
10.0 % x D
: Pengecatan Dinding : M2
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
Pekerja Tukang Batu
OH OH
0.1600 0.2800
130,200.00 149,730.00
20,832.00
Kepala Tukang Mandor
OH OH
0.0300 0.0100
164,052.00 174,468.00
4,921.56
Cat Tembok Vinilex Plamir Tembok
Kg Kg
0.1750 0.1600
20,000.00 13,500.00
Rol Cat Ampelas
Bh Lbr
0.0100 0.5000
18,000.00 3,000.00
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
1,744.68 69,422.64 3,500.00 2,160.00 180.00 1,500.00
JUMLAH HARGA BAHAN
7,340.00
JUMLAH HARGA PERALATAN
0.00 76,762.64 7,676.26 84,438.90 84,400.00
10.0 % x D
: Pengecatan Baja : M2
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
TENAGA
Pekerja Tukang Batu Kepala Tukang Mandor B.
41,924.40
BAHAN
C.
A.
JUMLAH HARGA (Rp.)
TENAGA
JUMLAH HARGA TENAGA B.
0.00 43,921,541.09 4,392,154.11 48,313,695.20 48,313,700.00
OH OH OH OH
0.0200
130,200.00
2,604.00
0.2000 0.0200
149,730.00 164,052.00
29,946.00
0.0025 174,468.00 JUMLAH HARGA TENAGA
3,281.04 436.17 36,267.21
BAHAN Meni Besi
Kg
0.1000
30,000.00
3,000.00
Kwas
Kg
0.0100
13,500.00
135.00 3,135.00
JUMLAH HARGA BAHAN C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JUMLAH HARGA PERALATAN 10.0 % x D
0.00 39,402.21 3,940.22 43,342.43 43,300.00
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
: Pekerjaan Wiremesh : M2
KOMPONEN
TENAGA Pekerja Tukang Besi Mandor
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
OH OH OH
0.100 130,200.00 0.075 149,730.00 0.010 174,468.00 JUMLAH HARGA TENAGA
13,020.00 11,229.75 1,744.68 25,994.43
m2 kg
45,000.00 1.0100 0.1000 35,000.00 JUMLAH HARGA BAHAN
45,450.00 3,500.00 48,950.00
BAHAN
Wiremesh M-8 Kawat Las C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JUMLAH HARGA PERALATAN
JENIS PEKERJAAN SATUAN PEMBAYARAN
NO.
A.
B.
JUMLAH HARGA (Rp.)
10.0 % x D
0.00 74,944.43 7,494.44 82,438.87 82,400.00
: Pekerjaan Talang :M
KOMPONEN
SATUAN
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
TENAGA
Pekerja
OH
0.200
130,200.00
26,040.00
Tukang Kepala Tukang
OH
0.200
149,730.00
29,946.00
OH
0.020
164,052.00
3,281.04
Mandor
OH
174,468.00 0.001 JUMLAH HARGA TENAGA
174.47 59,441.51
m' kg m3
22,500.00 1.0500 0.0150 25,580.00 0.0190 JUMLAH HARGA BAHAN
23,625.00 383.70
BAHAN
Seng Plat Paku 1-2.5 cm Papan Kayu Kls II/III C.
PERALATAN
D. E. F. G.
JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C ) OVERHEAD & PROFIT HARGA SATUAN PEKERJAAN ( D + E ) DIBULATKAN
JUMLAH HARGA PERALATAN 10.0 % x D
24,008.70
0.00 83,450.21 8,345.02 91,795.23 91,800.00
HARGA SATUAN PEKERJAAN NO
URAIAN PEKERJAAN
SATUAN
HARGA SATUAN (Rp.)
A.
HARGA SATUAN UPAH
1 2 3 4 5 6 7 8 9 10 11 12
Tukang Kayu Tukang Batu Tukang Besi Tukang Las Tukang Cat Tukang Gali Tukang Pasang Pipa Kepala Tukang Pekerja Mandor Operator Alat Berat Pembantu Operator Alat Berat
OH OH OH OH OH OH OH OH OH OH OH OH
149,730.00 149,730.00 149,730.00 149,730.00 149,730.00 149,730.00 130,200.00 164,052.00 130,200.00 174,468.00 174,468.00 149,730.00
B. 1 2 3 4 5 6 7 8 9 10 11 12 13
HARGA SATUAN BAHAN Pasir Urug Darat (Pasir Laut) Pasir Pasang Pasir Beton Sirtu Sirdam Split Tanah Merah Batu Pecah/Split Uk. 1-2 cm Batu Pecah/Split Uk. 2-3 cm Macadam 5 - 7 cm Batu Kali Belah Sreening 5 - 13 mm Abu Batu 5 mm Bata Ringan Bata Rooster Type Jalusi 39 cm x 19 cm Bata Merah Pres Mesin Batu Bata Merah uk. 20 x 9,5 x 4 cm ukuran kecil proses tangan Base Course/Sidammanik Batu Gunung Batako (Bahan Campuran Semen, Pasir, Abu Batu ) Uk. 9x19x39 cm Batako (Bahan Campuran Semen, Batu Apung, Pumis) Uk. 9x19x39 cm Pasir Lampung Pasir Mondu Biscos Batu Bata Ringan Uk. 10x16x60 Cm ex. Hebel Batu Bata Ringan Uk. 7x16x60 Cm ex. Hebel Batu Bata Ringan Uk. 10x16x60 Cm ex. Broco
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 bh bh bh bh m3 m3 bh bh m3 m3 m3 m3 m3 m3
279,224.00 282,536.00 275,000.00 264,066.67 200,000.00 280,000.00 240,000.00 264,120.00 264,120.00 257,900.00 290,823.00 241,566.67 178,571.43 9,000.00 9,000.00 611.33 579.50 171,428.57 171,428.57 2,364.50 2,536.50 197,500.00 185,000.00 170,000.00 844,800.00 844,800.00 842,250.00
Batu Bata Ringan Uk. 7x16x60 Cm ex. Broco Paku Beton Paku Kayu Uk. 2 cm Paku Kayu Uk. 3 cm Paku Kayu Uk. 4 - 5 cm Paku Kayu Uk. 6 - 7 cm Paku Kayu Uk. 10 - 15 cm Paku Asbes Paku Seng Kawal Las Harmonika Kawat Duri 10 kg (P.60M) Kawat Beton Besi Beton Bulat Seng Plat Besi Beton Ulir
m3 kg kg kg kg kg kg kg kg m roll kg kg m2 kg
841,250.00 12,000.00 19,620.00 19,260.00 15,000.00 16,500.00 16,114.00 25,380.00 25,580.00 18,870.00 78,800.00 15,451.47 12,026.67 45,000.00 9,377.52
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
KET
NO
40 41 42 43 44 45 46 47
48 49 50 51 52
URAIAN PEKERJAAN
Besi Plat Strip Besi Kanal "C" (Chanal) Besi Plat Hitam (segala ukuran) Besi Plat Putih (segala ukuran) Baja Siku Bordes Plat Kawat Las Wiremesh M6 Wiremesh M8 Baja Profil Baja Profil CNP Seng gelombang 180 x 90 x 0,50 Bronjong kawat uk50x100x200 cm Semen Cibinong (Kujang) / 50 kg Semen Tiga Roda / 50 kg Semen Holcim / 50 kg
SATUAN
kg kg kg kg kg kg kg kg m2 kg kg lbr kg kg kg kg
HARGA SATUAN (Rp.) 12,392.00 11,044.79 11,900.00 11,885.42 12,591.67 10,189.58 35,000.00 8,659.38 45,000.00 16,500.00 60,200.00 197,366.67 1,230.00 1,400.00 1,281.17
KET
NO
53 54
55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86
URAIAN PEKERJAAN
SATUAN
HARGA SATUAN (Rp.)
Semen Gresik / 50 kg Semen PUTIH Tiga Roda / 40 kg Floor Harderner Beton Ready Mix K-225 Beton Ready Mix K-300 Mortar Perekat Bata Ringan Dolken dia. 8-10 x 350-400 cm Meranti 2/3 - 400 Meranti 3/4 - 400 Borneo 2/3 - 400 Borneo 3/4 - 400 Kamper 2/3 - 400 Kamper 3/4 - 400 Kayu Kaso Meranti 4/6 - 400 Kayu Kaso Meranti 5/7 - 400 Borneo 4/6 - 400 Borneo 5/7 - 400 Kamper 4/6 - 400 Kamper 5/7 - 400 Meranti 5/10 - 400 Borneo 5/10 - 400 Kamper 5/10 - 400 Kayu Balok Meranti 8x15x400 cm Kayu Balok Meranti 8x12x400 cm Kayu Balok Meranti 6x15x400 cm Kayu Balok Meranti 6x12x400 cm Kayu Balok Meranti 5x10x400 cm Kayu Balok Borneo 6/12 - 400 Kayu Balok Borneo 8/12 - 400 Kayu Balok Kamper 6/12 - 400 Kayu Balok Kamper 8/12 - 400 Bambu dia 8-10 cm panjang 4 m Bilik bambu (kulit dalam) uk. 2x2.5 m
kg kg kg m3 m3 zak btg m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 btg lbr
1,294.83 1,746.30 9,500.00 950,000.00 1,100,000.00 90,000.00 31,833.33 7,500,000.00 4,479,166.67 8,541,666.67 4,687,500.00 11,250,000.00 7,187,500.00 5,368,500.00 5,345,000.00 2,419,444.44 3,750,000.00 6,250,000.00 3,875,000.00 3,250,000.00 2,750,000.00 6,250,000.00 5,364,000.00 5,368,000.00 5,398,000.00 5,398,000.00 5,384,000.00 4,513,888.89 4,427,083.33 9,895,833.33 8,072,916.67 33,000.00 60,000.00
Plywood Sungkai Uk. 4x8x3 mm
lbr kg kg klg kg
128,333.33 47,960.95 40,000.00 46,470.00 55,000.00
Cat Tembok (luar) warna tua isi 2,5 ltr=3,5 Kg (std vinilex) Cat besi 1 kg Cat Kayu/Besi Glotex Cat Kayu
KET
DAFTAR HARGA SURVEY PASAR PERIODE : JANUARI - JUNI 2014
NO
JENIS BAHAN BANGUNAN
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
I. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
PASIR DAN BATU Pasir Urug Darat (Pasir Laut) Pasir Pasang Pasir Beton Pasir Extra Beton Pasir Putih (Bangka) Sirtu Sirdam Split Limestone/Batu Gamping Koral Beton Tanah Merah Batu Pecah/Split Uk. 1-2 cm Batu Pecah/Split Uk. 2-3 cm Macadam 5 - 7 cm Batu Kali Belah Sreening 5 - 13 mm Abu Batu 5 mm Bata Merah Pres Mesin Batu Bata Merah uk. 20 x 9,5 x 4 cm ukuran kecil proses tangan Base Course/Sidammanik Batu Gunung Batako (Bahan Campuran Semen, Pasir, Abu Batu ) Uk. 9x19x39 cm Batako (Bahan Campuran Semen, Batu Apung, Pumis) Uk. 9x19x39 cm Pasir Lampung Pasir Mondu Biscos Batu Bata Ringan Uk. 10x16x60 Cm ex. Hebel Batu Bata Ringan Uk. 7x16x60 Cm ex. Hebel Batu Bata Ringan Uk. 10x16x60 Cm ex. Broco Batu Bata Ringan Uk. 7x16x60 Cm ex. Broco Lempegan Garis Uk. 9x19x39 Cm Rooster Beton Uk. 20x20x7 Cm Rooster Bata Merah Uk. 12x11.5x24 Cm
m3 m3 m3 m4 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 bh bh m3 m3 bh bh m3 m3 m3 m3 m3 m3 m3 bh bh bh
279,224.00 282,536.00 277,385.00 282,145.00 320,493.00 264,066.67 157,142.86 280,680.00 237,850.00 264,120.00 240,000.00 276,920.00 276,920.00 257,900.00 290,823.00 241,566.67 178,571.43 611.33 579.50 171,428.57 171,428.57 2,364.50 2,536.50 197,500.00 185,000.00 170,000.00 844,800.00 844,800.00 842,250.00 841,250.00 2,616.67 8,257.00 6,872.00
279,224.00 282,536.00 277,385.00 282,145.00 320,493.00 264,066.67 157,142.86 280,680.00 237,850.00 264,120.00 240,000.00 276,920.00 276,920.00 257,900.00 290,823.00 241,566.67 178,571.43 611.33 579.50 171,428.57 171,428.57 2,364.50 2,536.50 197,500.00 185,000.00 170,000.00 844,800.00 844,800.00 842,250.00 841,250.00 2,616.67 8,257.00 6,872.00
279,224.00 282,536.00 277,385.00 282,145.00 320,493.00 264,066.67 157,142.86 280,680.00 237,850.00 264,120.00 240,000.00 276,920.00 276,920.00 257,900.00 290,823.00 241,566.67 178,571.43 611.33 579.50 171,428.57 171,428.57 2,364.50 2,536.50
II. 1 2 3 4 5 6 7 8 9
BATU TEMPEL Batu Candi Batu Palimanan Batu Pacito Roso Batu Alur Candi Batu Alur Andesit Batu Alam Purwakarta Batu Acak Purwakarta Batu Acak Garut Batu Paras Jogja
m2 m2 m2 m2 m2 m2 m2 m2 m2
95,083.33 98,250.00 146,616.67 131,166.67 130,383.33 105,166.67 83,666.67 90,750.00 96,633.33
95,083.33 98,250.00 146,616.67 131,166.67 130,383.33 105,166.67 83,666.67 90,750.00 96,633.33
95,083.33 98,250.00 146,616.67 131,166.67 130,383.33 105,166.67 83,666.67 90,750.00 96,633.33
III. 1 2
BESI DAN KAWAT Paku Beton Paku Kayu Paku Kayu Uk. 2 cm Paku Kayu Uk. 3 cm Paku Kayu Uk. 4 - 5 cm Paku Kayu Uk. 6 - 7 cm Paku Kayu Uk. 10 - 15 cm Paku Asbes Paku Seng Kawal Las Harmonika
kg
12,000.00
12,000.00
kg kg kg kg kg kg kg m
19,620.00 19,260.00 14,650.00 16,500.00 16,114.00 25,380.00 25,580.00 18,870.00
19,620.00 19,260.00 14,650.00 16,500.00 16,114.00 25,380.00 25,580.00 18,870.00
3 4 5
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
SUPPLIER 4
NA
NOMOR ARSIP
KET
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI Diquaary FRANCO, LOKASI
FRANCO, LOKASI FRANCO, LOKASI
185,000.00 185,000.00 170,000.00
210,000.00
NA NA NA
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
844,800.00 844,800.00 842,250.00 841,250.00 2,616.67 8,257.00 6,872.00
FRANCO, LOKASI FRANCO, LOKASI 3,17 58,59 3,15,58,59,60
12,000.00 19,620.00 19,260.00 17,300.00 16,500.00 15,560.00 25,380.00 25,580.00 18,870.00 SURVEY_BHN_14
FRANCO, LOKASI FRANCO, LOKASI
3,23 3,15,22,23,30 3,15,23,30
FRANCO, LOKASI FRANCO, LOKASI
12,000.00 16,640.00
3,17 16,256.00
16,000.00
58,59
Page 23
NO
JENIS BAHAN BANGUNAN
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
Kawat Duri 10 kg (P.60M) Kawat Beton Besi Beton Bulat Besi Beton Ulir Besi Plat Strip Besi Kanal "C" (Chanal) Besi Plat Hitam (segala ukuran) Besi Plat Putih (segala ukuran) Baja Siku Bordes Plat Wiremesh M6 Wiremesh M8 Bronjong kawat uk50x100x200 cm Baja WF H Beam Baja Beam (WF + H Beam) Kanal - C Galvaspan HI-TEN Type C 100.16 Kanal - C Galvaspan HI-TEN Type C 100.20 Kanal - C Galvaspan HI-TEN Type C 125.16 Kanal - C Galvaspan HI-TEN Type C 125.20 Kanal - C Galvaspan HI-TEN Type C 150.16 Kanal - C Galvaspan HI-TEN Type C 150.20 Kanal - C Galvaspan HI-TEN Type C 150.25 Kanal - C Galvaspan HI-TEN Type C 200.16 Kanal - C Galvaspan HI-TEN Type C 200.20 Kanal - C Galvaspan HI-TEN Type C 200.25 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 100.15 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 100.19 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 150.15 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 150.19 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 150.24 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 200.15 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 200.19 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 200.24 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 250.19 Kanal - C Galvaspan HI-TEN PURLIN-C/Z Type 250.24 Kanal - C Galvaspan HI-TEN PURLIN-Z Type 300.24 Kanal - C Union C 75x45x15 tebal 2.3mm Kanal - C Union C 100x50x20 tebal 2.3 mm Kanal - C Union C 100x50x20 tebal 3.2 mm Kanal - C Union C 125x50x20 tebal 2.3 mm Kanal - C Union C 125x50x20 tebal 3.2 mm Kanal - C Union C 150x50x20 tebal 2.3 mm Kanal - C Union C 150x50x20 tebal 3.2 mm Kanal - C Union C 150x65x20 tebal 2.3 mm Kanal - C Union C 150x65x20 tebal 3.2 mm Kanal - C Union C 200x75x20 tebal 2.3 mm Kanal - C Union C 200x75x20 tebal 3.2 mm
roll kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' 6m' 6m' 6m' 6m' 6m' 6m' 6m' 6m' 6m' 6m' 6m'
78,800.00 15,451.47 12,026.67 9,377.52 12,392.00 11,044.79 11,900.00 11,885.42 12,591.67 10,189.58 8,659.38 9,548.47 197,366.67 15,280.00 11,000.00 12,350.00 76,000.00 69,000.00 62,500.00 92,500.00 92,110.00 115,000.00 142,500.00 100,000.00 171,000.00 221,000.00 70,500.00 88,600.00 96,500.00 121,600.00 153,200.00 123,200.00 157,900.00 198,400.00 183,000.00 230,600.00 296,900.00 165,240.00 199,752.00 280,500.00 221,892.00 312,630.00 244,032.00 344,760.00 270,600.00 383,010.00 332,592.00 472,770.00
78,800.00 15,451.47 12,026.67 9,377.52 12,392.00 11,044.79 11,900.00 11,885.42 12,591.67 10,189.58 8,659.38 9,548.47 197,366.67 15,280.00 11,000.00 12,350.00 76,000.00 69,000.00 62,500.00 92,500.00 92,110.00 115,000.00 142,500.00 100,000.00 171,000.00 221,000.00 70,500.00 88,600.00 96,500.00 121,600.00 153,200.00 123,200.00 157,900.00 198,400.00 183,000.00 230,600.00 296,900.00 165,240.00 199,752.00 280,500.00 221,892.00 312,630.00 244,032.00 344,760.00 270,600.00 383,010.00 332,592.00 472,770.00
78,800.00 18,917.33 12,026.67 12,319.10 12,392.00 11,044.79 11,900.00 11,885.42 12,591.67 10,189.58 8,342.92 10,114.91 201,500.00 15,600.00 11,000.00 12,350.00 76,000.00 69,000.00 62,500.00 92,500.00 92,110.00 115,000.00 142,500.00 100,000.00 171,000.00 221,000.00 70,500.00 88,600.00 96,500.00 121,600.00 153,200.00 123,200.00 157,900.00 198,400.00 183,000.00 230,600.00 296,900.00 165,240.00 199,752.00 280,500.00 221,892.00 312,630.00 244,032.00 344,760.00 270,600.00 383,010.00 332,592.00 472,770.00
1 2 3 4
Metal Deck Union (Teg Leleh Min 5500kg/cm2) Floor Deck W1000 Tebal 0.75 mm Lebar 995mm Floor Deck W1000 Tebal 1.05 mm Lebar 995mm Floor Deck II Tebal 0.75 mm Lebar 600mm Floor Deck II Tebal 1.05 mm Lebar 600mm
m2 m2 m2 m2
93,000.00 133,000.00 135,000.00 193,000.00
93,000.00 133,000.00 135,000.00 193,000.00
93,000.00 133,000.00 135,000.00 193,000.00
1 2 3 4 5
Metal Floor Deck Lysaght Smartdek SD G550 tebal 0.7 mm Smartdek GI G550 tebal 0.7 mm Smartdek GI G550 tebal 1.00 mm Smartdek GI G550 tebal 1.20 mm End Caps Coated Steel tebal 0.40 mm
m2 m2 m2 m2 m'
170,000.00 155,000.00 230,000.00 280,000.00 16,000.00
170,000.00 155,000.00 230,000.00 280,000.00 16,000.00
170,000.00 155,000.00 230,000.00 280,000.00 16,000.00
HARGA SURVEY PASAR SUPPLIER 1
SURVEY_BHN_14
12,500.00
SUPPLIER 2 15,600.00
SUPPLIER 3 15,240.00 8,413.46
8,975.83 8,982.04 196,850.00 15,240.00
193,750.00 15,000.00
SUPPLIER 4
NOMOR ARSIP
15,000.00 3,15,58,59,60
NA
KET
FRANCO, LOKASI FRANCO, LOKASI
7,400.00 15,23,30
32,33 32,33 58,59,60 58,59,60
Page 24
NO
JENIS BAHAN BANGUNAN
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
6 7 8
Edge Form Coated Steel tebal 0.70 mm Structural Flashing G550 Clinching Tool
m' m' m'
35,000.00 28,000.00 28,000.00
35,000.00 28,000.00 28,000.00
35,000.00 28,000.00 28,000.00
1 2 3 4 5 6 7
Wiremesh Union (Lembaran : ukuran 2.1x5.4 m2, roll ukuran 2.1x54 m2, ukuran kotak 15x15 cm) Tegangan leleh min. 5000 kg/cm2 (U50) UM4 Diameter 4mm UM5 Diameter 5mm UM6 Diameter 6mm UM7 Diameter 7mm UM8 Diameter 8mm UM9 Diameter 9mm UM10 Diameter 10mm
lbr lbr lbr lbr lbr lbr lbr
140,595.00 210,018.00 302,412.00 411,597.00 537,573.00 680,427.00 849,640.00
140,595.00 210,018.00 302,412.00 411,597.00 537,573.00 680,427.00 849,640.00
140,595.00 210,018.00 302,412.00 411,597.00 537,573.00 680,427.00 849,640.00
IV. A. 1 2 3 4 5 6
SEMEN, KAPUR DAN ASPAL SEMEN Semen Cibinong (Kujang) / 50 kg Semen Tiga Roda / 50 kg Semen Holcim / 50 kg Semen Gresik / 50 kg Semen PUTIH Tiga Roda / 40 kg Floor Haedener
kg kg kg kg kg kg
B. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
SEMEN INSTAN EX. MORTAR UTAMA Plester Permium (MU-100) Acian Plesteran & Beton (MU-200) Acian Plesteran (MU-250) Acian Profil (MU-260) Acian Putih (Mu-270) Finish Plester (MU-290) Plaster Trasram (MU-101) Pasangan & Plester Bata (MU-301) Perekat Bata Ringan (MU-380) Perekat Keramik Dinding (MU-400) Pengisi Nat Keramik (MU-408) Self Levelling Floor/Thin 3-8mm (MU-410 Powder) Self Levelling Floor/Thin 3-8mm (MU-410 Primer Liquid) Perata Lantai (MU-440) Perata Lantai Premium (MU-445) Perekat Keramik Lantai (MU-450) Perekat Keramik Daerah Basah (MU-460) White Tile Adhesive (MU-485) Perekat Keramik diatas Keramik (MU-480) Multi Purpose Tile Adhesive (MU-485)
C.2 1 2 3 4 5
ASPAL Aspal ex. Pertamina curah 60/70 Laston / AC-WC tebal 4 cm (terpasang) AC-BC levelling (terpasang) ATB / ATBL (terpasang) Emulsi Prime Coat(bahan) Emulsi Tack Coat(bahan) Emulsi Prime Coat (terpasang) Emulsi Tack Coat (terpasang) Shand Sheet (terpasang) Laston AC-BC HRS Cold Mix Anti striping agent Aspal sealant
6 7 8 9 10 11
kg kg kg kg kg kg kg kg kg kg kg kg ltr kg kg kg kg kg kg kg set
kg Ton Ton Ton liter liter liter liter Ton Ton Ton kg kg kg
HARGA SURVEY PASAR SUPPLIER 1
1,230.00 1,303.70 1,281.17 1,294.83 1,746.30 7,500.00 2,125.00 4,887.50 3,762.50 8,480.00 6,920.00 4,462.50 3,200.00 1,520.00 4,350.00 6,000.00 14,500.00 12,680.00 371,500.00 1,912.50 4,725.00 4,875.00 19,220.00 16,840.00 16,840.00 11,140.00
1,230.00 1,303.70 1,281.17 1,294.83 1,746.30 7,500.00
1,303.70 1,281.17 1,294.83 1,746.30
2,125.00 4,887.50 3,762.50 8,480.00 6,920.00 4,462.50 3,200.00 1,520.00 4,350.00 6,000.00 14,500.00 12,680.00 371,500.00 1,912.50 4,725.00 4,875.00 19,220.00 16,840.00 16,840.00 11,140.00
2,125.00 4,887.50 3,762.50 8,480.00 6,920.00 4,462.50 3,200.00 1,520.00 4,350.00 6,000.00 14,500.00 12,680.00 371,500.00 1,912.50 4,725.00 4,875.00 19,220.00 16,840.00 16,840.00 11,140.00
7,535.00 1,203,524.46 1,140,326.09 1,102,383.33 9,350.00 9,350.00 9,500.00 10,600.00 1,354,633.33 1,102,383.33 1,253,233.33 1,841.63 54,500.00 20,500.00
7,535.00 1,203,524.46 1,140,326.09 1,102,383.33 9,350.00 9,350.00 9,500.00 10,600.00 1,354,633.33 1,102,383.33 1,253,233.33 1,841.63 54,500.00 20,500.00
7,320.00 1,136,750.00 1,105,000.00 1,069,150.00 9,350.00 9,350.00
7,750.00 1,198,000.00 1,045,000.00 1,023,000.00
10,000.00 1,354,900.00 1,069,150.00 1,210,700.00 1,666.67 54,500.00 20,000.00
10,800.00 1,400,000.00 1,215,000.00 1,350,000.00 2,016.60
SUPPLIER 2
SUPPLIER 3
1,230.00
7,500.00
SURVEY_BHN_14
21,000.00
1,250,000.00 1,215,000.00 1,215,000.00
12,100.00 1,309,000.00 1,023,000.00 1,199,000.00
1,229,347.83 1,196,304.35
9,500.00 9,500.00
SUPPLIER 4
NOMOR ARSIP
NA
KET
3 3,17,22 3,17 3,17 3 35
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
3 3,17,22 3,17 3,17 3 35
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
64,65 13,12,14a,14b 13,12,14a,14b 13,12,14 65 65 14b 13,12,14a,14b 13,12,14a 13,12,14a 13,12,14a 65 67 68,69 Page 25
NO
JENIS BAHAN BANGUNAN
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA SURVEY PASAR SUPPLIER 1
Polimer Additive Fiber Asbuton Mastic Emulsi
kg kg kg
C.3 1 2 3 4 5 6 7 8 9 10 11
Beton Ready Mix Fly Ash Beton B0 Beton K 175 slump 12 ± 2 FA Beton K 200 slump 12 ± 2 FA Beton K 225 slump 12 ± 2 FA Beton K 250 slump 12 ± 2 FA Beton K 275 slump 12 ± 2 FA Beton K 300 slump 12 ± 2 FA Beton K 325 slump 12 ± 2 FA Beton K 350 slump 12 ± 2 FA Beton K 375 slump 12 ± 2 FA Beton K 400 slump 12 ± 2 FA
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
C.4 1 2 3 4 5 6 7 8 9 10 11 12
Beton Ready Mix Non Fly Ash Beton K 100 slump 12 ± 2 Beton K 125 slump 12 ± 2 Beton K 150 slump 12 ± 2 Beton K 175 slump 12 ± 2 Beton K 200 slump 12 ± 2 Beton K 225 slump 12 ± 2 Beton K 250 slump 12 ± 2 Beton K 275 slump 12 ± 2 Beton K 300 slump 12 ± 2 Beton K 325 slump 12 ± 2 Beton K 350 slump 12 ± 2 Beton K 400 slump 12 ± 2
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
47,500.00 4,200.00 3,200.00 580,500.00 633,500.00 645,000.00 661,250.00 671,750.00 675,000.00 709,000.00 700,000.00 735,750.00 725,000.00 799,000.00 688,035.60 685,806.50 746,213.00 732,058.60 741,575.00 759,394.40 774,770.60 768,294.33 803,853.60 818,713.50 839,435.80 930,000.00
BAHAN BAKAR Minyak Tanah Solar Bensin Oli
liter liter liter liter
16,000.00 5,500.00 5,500.00 35,000.00
16,000.00 5,500.00 5,500.00 35,000.00
m3
6,500,000.00
6,500,000.00
m3
3,698,375.00
3,698,375.00
2,187,500.00
4,290,000.00
4,191,000.00
btg m3 m3 m3 m3 m3 m3 m3
31,833.33
31,833.33
32,500.00
31,750.00
31,250.00
7,500,000.00 4,479,166.67 8,541,666.67 4,687,500.00 11,250,000.00 7,187,500.00
7,500,000.00 4,479,166.67 8,541,666.67 4,687,500.00 11,250,000.00 7,187,500.00
7,500,000.00 4,479,166.67 8,541,666.67 4,687,500.00 11,250,000.00 7,187,500.00
m3 m3 m3 m3 m3 m3
5,368,500.00 5,345,000.00 2,419,444.44 2,188,095.24 6,250,000.00 3,875,000.00
5,368,500.00 5,345,000.00 2,419,444.44 2,188,095.24 6,250,000.00 3,875,000.00
5,368,500.00 5,345,000.00 3,958,333.33 3,214,285.71 6,250,000.00 5,000,000.00
m3 m3
3,250,000.00 2,750,000.00
3,250,000.00 2,750,000.00
3,250,000.00 3,500,000.00
E E.1 1 E.2 1 E.3 1 2
3
4
BAHAN KAYU Kayu Kamper Samarinda Basah Kaso uk. 5x7x400 cm Kayu Meranti Palembang Basah (MB) Papan uk. 2x30x400 cm Lainnya Dolken dia. 8-10 x 350-400 cm Kayu RENG Meranti 2/3 - 400 Meranti 3/4 - 400 Borneo 2/3 - 400 Borneo 3/4 - 400 Kamper 2/3 - 400 Kamper 3/4 - 400 Kayu KASO Kayu Kaso Meranti 4/6 - 400 Kayu Kaso Meranti 5/7 - 400 Borneo 4/6 - 400 Borneo 5/7 - 400 Kamper 4/6 - 400 Kamper 5/7 - 400 Kayu GALAR Meranti 5/10 - 400 Borneo 5/10 - 400
40,000.00 4,200.00 3,200.00
SUPPLIER 2
12 13 14
D 1 2 3 4
47,500.00 4,200.00 3,200.00
HARGA DKI JAN-JUN 14
580,500.00 633,500.00 645,000.00 661,250.00 671,750.00 675,000.00 709,000.00 700,000.00 735,750.00 725,000.00 799,000.00
688,035.60 685,806.50 746,213.00 732,058.60 741,575.00 759,394.40 774,770.60 768,294.33 803,853.60 818,713.50 839,435.80 930,000.00
690,178.00 721,613.00 746,213.00 775,293.00 803,150.00 823,972.00 837,853.00 861,883.00 869,268.00 897,427.00 907,179.00
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
55,000.00
NA
KET
65 65 65
580,000.00 650,000.00
570,000.00 600,000.00
567,000.00 644,000.00
675,000.00 680,000.00
650,000.00 665,000.00
665,000.00 677,000.00
745,000.00
690,000.00
711,000.00
780,000.00
725,000.00
723,000.00
850,000.00
815,000.00
791,000.00
605,000.00 640,000.00 645,000.00 655,000.00 665,000.00 675,000.00 690,000.00 700,000.00 715,000.00 725,000.00 740,000.00
18,19,7,8,46 18,19,7,20,46 7,46 18,19,7,46 18,19,7,8,20,46 7,46 18,19,7,20,46 7,46 18,19,7,8,46 7,46 18,19,7,8,46
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
760,000.00
730,000.00 650,000.00
670,000.00
590,000.00 18,19,7,46,52
FRANCO, LOKASI
785,000.00
750,000.00
800,000.00 820,000.00
780,000.00 800,000.00 830,000.00
880,000.00 950,000.00
860,000.00 910,000.00
675,000.00 18,19,7,46,52 7,46 698,000.00 18,19,7,46,52 711,000.00 18,19,7,46,52 728,000.00 46,52 740,000.00 18,19,7,46,52 7,46 795,000.00 18,19,7,46,52 18,19,7,46,52
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
850,000.00
675,000.00 680,000.00 695,000.00 705,000.00 715,000.00 730,000.00 740,000.00 755,000.00
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
16,000.00 5,500.00 5,500.00
72
FRANCO, LOKASI
35,000.00
SURVEY_BHN_14
1,850,000.00 1,900,000.00 2,750,000.00
4,125,000.00
17,58,59,60 58,59,60
1,450,000.00 1,450,000.00
41,51 41,51 3,17
2,000,000.00
41
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI Page 26
NO
JENIS BAHAN BANGUNAN
Kamper 5/10 - 400 Kayu BALOK Kayu Balok Meranti 8x15x400 cm Kayu Balok Meranti 8x12x400 cm Kayu Balok Meranti 6x15x400 cm Kayu Balok Meranti 6x12x400 cm Kayu Balok Meranti 5x10x400 cm Kayu Balok Borneo 6/12 - 400 Kayu Balok Borneo 8/12 - 400 Kayu Balok Kamper 6/12 - 400 Kayu Balok Kamper 8/12 - 400 6 Bambu dia 8-10 cm panjang 4 s/d 5,5 m 7 Bilik bambu (kulit dalam) uk. 2x2,5 m E.4 Kayu Lapis 1 Teakwood Uk. 3ftx7ftx3 mm 2 Triplek uk. 4ft x 8ft x 3 mm 3 Triplek uk. 4ft x 8ft x 4 mm 4 Triplek uk. 4ft x 8ft x 6 mm 5 Triplek uk. 4ft x 8ft x 9 mm 6 Triplek uk. 4ft x 8ft x 12 mm 7 Triplek uk. 4ft x 8ft x 15 mm 8 Triplek uk. 4ft x 8ft x 18 mm 9 Plywood Sungkai Uk. 4x8x3 mm 10 Plywood Sungkai Uk. 4x8x18 mm, 1 muka 11 Plywood Sungkai Uk. 4x8x18 mm, 2 muka 12 Bloktik 4"x8" tebal 18 mm, 1 muka 13 Melamin Uk. 4"x8"x3 mm (mengkilap) 14 Melamin Uk. 4"x8"x3 mm (perak) 15 GRC Board 16 Kayu Meranti Papan Uk. 3x30x400 cm 17 Kayu Meranti Papan Uk. 3x20x400 cm 18 Kayu Meranti Papan Uk. 2x30x400 cm
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
m3
6,250,000.00
6,250,000.00
6,250,000.00
m3 m3 m3 m3 m3 m3 m3 m3 m3 btg lbr
5,364,000.00 5,368,000.00 5,398,000.00 5,398,000.00 5,384,000.00 4,513,888.89 4,427,083.33 9,895,833.33 8,072,916.67 19,100.00 63,666.67 9,591.67 52,910.00 62,350.00 75,000.00 126,000.00 176,040.00 200,780.00 221,110.00 128,333.33 234,000.00 231,666.67 254,436.67 89,846.67 97,666.67 53,000.00 5,610,000.00 5,282,600.00 5,440,000.00
5,364,000.00 5,368,000.00 5,398,000.00 5,398,000.00 5,384,000.00 4,513,888.89 4,427,083.33 9,895,833.33 8,072,916.67 19,100.00 63,666.67
5,364,000.00 5,368,000.00 5,398,000.00 5,398,000.00 5,384,000.00 4,513,888.89 4,427,083.33 9,895,833.33 8,072,916.67 19,500.00 65,000.00
9,591.67 52,910.00 62,350.00 75,000.00 126,000.00 176,040.00 200,780.00 221,110.00 128,333.33 234,000.00 231,666.67 254,436.67 89,846.67 97,666.67 53,000.00 5,610,000.00 5,282,600.00 5,440,000.00
9,591.67 52,910.00 62,350.00 75,000.00 126,000.00 176,040.00 200,780.00 221,110.00 128,333.33 234,000.00 231,666.67 254,436.67 89,846.67 97,666.67 53,000.00 5,610,000.00 5,282,600.00 5,440,000.00
47,960.95 40,000.00 46,470.00 51,126.67 60,200.00 197,366.67 4,456.67 70,033.33 82,766.67 120,966.67 73,187.50 50,000.00 55,000.00 72,075.00 50,000.00 52,000.00
47,960.95 40,000.00 46,470.00 51,126.67
47,960.95 35,000.00 46,470.00 51,126.67
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
SUPPLIER 4
NOMOR ARSIP
5
lbr lbr lbr lbr lbr lbr lbr lbr lbr lbr lbr lbr lbr lbr lbr m3 m3 m3
F 1 2 3 4
CAT LAIN-LAIN Cat Tembok (luar) warna tua isi 2,5 ltr=3,5 Kg (std vinilex) Cat besi 1 kg Cat Kayu/Besi Glotex Cat Kayu/Besi ICI (1 ltr/kg) Dulux
kg kg klg klg
G 1
SENG Seng gelombang 180 x 90 x 0,50
lbr
H 1 2 3 4 5
Lain - lain Pagar BRC type 190 A3 Karung plastik Pipa PVC dia 2" type AW panjang 4 m Pipa PVC dia 2,5" type AW panjang 4 m Tiang type 190 Dia 2"
I 1
CONBLOCK / INTERBLOCK Kansteen, Bingkai Beton Lurus uk. 18/22 x 25 - 60 uk. 20/25 x 30 - 60 uk. 22/25 x 30 - 60
bh bh bh bh
Kansteen dengan bukaan, Mulut Air uk. 18 x 22 - 60 uk. 20 x 25 x 30 - 60
bh bh bh
Paving block straight, uk. 21,0 x 10,5 x 6 cm, abu-abu
m2
2
3
Panel lbr btg btg bh
19,050.00 63,500.00
3,51 3,51 3,51 3,51 3,51 3,41 3 3 3 58,59,60 58,59,60
18,750.00 62,500.00
NA
KET FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
3,22 3,22
45,000.00
60,200.00
197,366.67 4,456.67 70,033.33 82,766.67 120,966.67
201,500.00 4,550.00 71,500.00 84,500.00 123,500.00
196,850.00 4,445.00 69,850.00 82,550.00 120,650.00
193,750.00 4,375.00 68,750.00 81,250.00 118,750.00
73,187.50 50,000.00 55,000.00
50,000.00 50,000.00 55,000.00
50,000.00
97,500.00
95,250.00
5,2,58,59 10 5,2
72,075.00 50,000.00
40,000.00 50,000.00
84,500.00
82,550.00
81,250.00
10,58,59,60 10
52,000.00
40,000.00
46,000.00
70,000.00
SURVEY_BHN_14
58,59,60 58,59,60 58,59,60 58,59,60 58,59,60
55,000.00
2,5,6 Page 27
NO
JENIS BAHAN BANGUNAN straight, uk. 21,0 x 10,5 x 6 cm, warna kotak besar, uk. 21,0 x 21,0 x 6 cm, abu-abu kotak besar, uk. 21,0 x 21,0 x 6 cm, warna kubus, uk. 10,5 x 10,5 x 6 cm, abu-abu kubus, uk. 10,5 x 10,5 x 6 cm, warna
J 1
2 3 4 5 K 1 2 3 4 5 6 7 8 9 9 10 11 12 13 14 15 16 17 18 19 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
SAT m2 m2 m2 m2 m2
ANGKUTAN DI PULAU SERIBU Tarif pengemasan material m3 Sewa tempat material Pengemasan (karung,kemasan lain) Tarif angkutan material dengan kapal laut Tarif bongkar muat material dari dermaga ke kapal, kapal ke dermaga pula m3 Tarif angkutan material dari dermaga pulau ke lokasi pekerjaan jarak s/d 5 m3 Angkutan/transportasi penumpang org/mil SALURAN PRECAST LD - light duty BC 400 x 400 BC 500 x 500 BC 600 x 600 BC 800 x 800 BC 1000 x 1000 BC 1200 x 1200 BC 1400 x 1400 BC 1500 x 1500 BC 2000 x 2000 Bina Marga - Heavy Duty BC 400 x 400 BM BC 500 x 500 BM BC 600 x 600 BM BC 800 x 800 BM BC 1000 x 1000 BM BC 1200 x 1200 BM BC 1400 x 1400 BM BC 1500 x 1500 BM BC 1600 x 2200 BM BC 2200 x 1600 BM BC 2000 x 2000 BM U 300/200 U 300/300 U 300/400 U 300/500 U 400/300 U 400/400 U 400/500 U 400/600 U 500/300 U 500/400 U 500/500 U 500/600 U 500/700 U 600/400 U 600/500 U 600/600 U 600/700 U 600/800 U 800/600 U 800/700 U 800/800 U 800/1000 U 800/1200
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
63,666.67 75,666.67 87,333.33 89,000.00 104,000.00
63,666.67 75,666.67 87,333.33 89,000.00 104,000.00
45,000.00 75,000.00 90,000.00 78,000.00 98,000.00
56,000.00 52,000.00 62,000.00
90,000.00 100,000.00 110,000.00 100,000.00 110,000.00
59,175.00
59,175.00
124,325.00 145,250.00 5,587.50
124,325.00 145,250.00 5,587.50
56,200.00 2,000.00 54,200.00 5,900.00 118,600.00 138,000.00 5,200.00
59,000.00 2,400.00 56,600.00 6,100.00 123,700.00 141,000.00 5,400.00
60,500.00 2,000.00 58,500.00 7,600.00 126,000.00 152,000.00 6,000.00
737,071.04 935,460.42 1,174,199.58 1,881,320.63 2,604,403.96 3,782,260.00 5,806,983.33 6,844,869.44 10,407,365.83
970,200.00 1,248,000.00 1,524,800.00 2,185,300.00 3,362,700.00 4,915,800.00 7,114,800.00 8,722,400.00
625,000.00 789,000.00 1,035,000.00 1,916,000.00 2,306,000.00 2,941,000.00
804,750.83 1,005,675.00 1,257,831.67 2,083,982.50 2,851,415.83 3,887,240.00
872,577.78 1,146,077.78 1,358,280.00 2,510,022.42 3,159,122.17 4,082,689.08 6,592,150.00 6,531,488.89 5,660,387.00 5,934,804.00 6,150,042.00 214,583.33 216,829.04 248,015.00 288,927.08 281,166.83 308,493.63 376,044.17 405,022.17 439,250.00 478,000.00 465,809.50 544,881.11 576,921.58 539,083.33 572,583.33 521,862.33 642,087.50 652,259.33 817,500.00 865,000.00 786,545.27 937,601.50 1,339,833.33
1,189,900.00 1,574,900.00 1,990,900.00 3,751,700.00 4,658,200.00 6,088,600.00 8,091,800.00 9,630,900.00
707,000.00 925,000.00 1,188,000.00 2,217,000.00 2,832,000.00 3,519,000.00
SUPPLIER 3
SUPPLIER 4
NOMOR ARSIP
NA
KET
2,5,6 2,5,6 2,5,6 2,10 2,10
61,000.00 2,000.00 59,000.00 6,500.00 129,000.00 150,000.00 5,750.00
37,38,39,40 37,38,39,40 37,38,39,40 37,38,39,40 37,38,39,40 37,38,39,40 37,38,39,40
m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m
737,071.04 935,460.42 1,174,199.58 1,881,320.63 2,604,403.96 3,782,260.00 5,806,983.33 6,844,869.44 10,407,365.83 872,577.78 1,146,077.78 1,358,280.00 2,510,022.42 3,159,122.17 4,082,689.08 6,592,150.00 6,531,488.89 5,660,387.00 5,934,804.00 6,150,042.00 214,583.33 216,829.04 248,015.00 288,927.08 281,166.83 308,493.63 376,044.17 405,022.17 439,250.00 478,000.00 465,809.50 544,881.11 576,921.58 539,083.33 572,583.33 521,862.33 642,087.50 652,259.33 817,500.00 865,000.00 786,545.27 937,601.50 1,339,833.33
214,583.33 261,166.67 299,916.67 334,916.67 308,166.67 343,750.00 388,500.00 445,416.67 439,250.00 478,000.00 518,666.67 602,333.33 685,416.67 539,083.33 572,583.33 604,666.67 680,166.67 757,083.33 817,500.00 865,000.00 908,833.33 1,082,083.33 1,289,666.67 SURVEY_BHN_14
6,968,041.67 10,407,365.83
1,036,720.00 1,917,223.00 2,307,122.00 2,942,323.00 4,461,900.00 5,660,387.00 5,934,804.00 6,150,042.00
189,167.00 207,500.00
548,333.33 699,166.67 879,166.67 1,340,000.00 1,897,500.00 3,385,000.00 4,499,166.67 4,844,166.67
9,42,43,71 9,42,43,71 9,42,43,71 9,42,43,71 9,42,43,71 9,42,43,71 9,71 9,43,71 43
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
720,833.33 938,333.33 1,217,500.00 2,154,166.67 2,839,166.67 3,780,833.33 5,092,500.00 5,501,666.67
9,42,71 9,42,71 9,42,44,71 9,42,44,71 9,42,44,71 9,42,44,71 9,71 9,44,71 44 44 44 9,42 9,42,43,44 9,43,44,71 9,44 9,42 9,42,43,44 9,43,44 9,42,43,44,71 9 9 9,42,43,44 9,43,44 9,42,43,44 9 9 9,42,43,44,71 9,43,44 9,42,43,44,71 9 9 9,42,43,44,71 9,42,43,44,71 9,71
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
226,550.83 261,433.33
190,431.67 208,725.00 242,937.50
360,314.17 432,103.33 487,235.83
265,743.33 307,529.17 338,291.67
556,389.17 590,122.50 651,896.67
394,849.17 442,187.50 474,540.00
600,559.17 730,748.33 799,269.17
469,085.83 515,347.50 561,610.83
467,500.00
560,000.00
705,833.00 805,000.00
953,705.00 1,096,755.00
706,855.00 805,835.83
657,500.00 898,333.33 1,390,000.00
254,167.00 264,167.00 337,500.00
393,333.00 495,833.00
467,500.00
262,500.00
416,666.67
583,333.33
Page 28
NO 40 41 42 43 44 45 46 47 48 49 50 51 52 52 53 54 55 56 57 56 57 58 59 60 61 62 63 64 65 66 65 66 67 68 69 70 71 72 73 74 75 74
75
JENIS BAHAN BANGUNAN U 1000/800 U 1000/1000 U 1000/1200 U 1000/1400 U 1200/1000 U 1200/1200 U 1200/1400 U 1200/1600 U 1400/1200 U 1400/1400 U 1400/1600 U 1400/1800 U 1500/1500 U 1600/1400 U 1600/1600 U 1600/1800 U 1600/2000 U 1800/1800 U 2000/2000 Tutup U 300 LD Tutup U 400 LD Tutup U 500 LD Tutup U 600 LD Tutup U 800 LD Tutup U 1000 LD Tutup U 1200 LD Tutup U 1400 LD Tutup U 1600 LD Tutup U 1800 LD Tutup U 2000 LD Tutup U 300 HD Tutup U 400 HD Tutup U 500 HD Tutup U 600 HD Tutup U 800 HD Tutup U 1000 HD Tutup U 1200 HD Tutup U 1400 HD Tutup U 1600 HD Tutup U 1800 HD Tutup U 2000 HD MCB / Barrier panjang = 1,00 meter panjang = 0,80 meter Sumur Resapan Shaft (Well) H = 1,00 M Frame & Cover
76
Gorong-gorong dia 500
77
PC. SPUN PILE Mutu beton K-600 (kubus beton) PC. Spun pile dia 300 Type A (Momen retak 2,5tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m PC. Spun pile dia 300 Type AB (MR 3 tm) Bottom pile panjang 6-8 m
A 1 2 3 4 5 6 B 1
SAT m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
1,283,583.33 1,320,317.93 1,532,144.43 2,044,458.33 1,825,416.67 1,985,679.50 2,369,151.28 2,967,250.00 2,608,791.67 2,662,881.17 2,974,500.00 3,208,583.33 2,231,218.33 3,188,416.67 3,526,885.42 3,680,458.33 4,009,625.00 3,134,073.33 3,890,640.00 127,470.33 185,799.07 242,052.07 293,665.33 383,397.93 596,349.20 708,920.47 954,620.50 1,398,086.67 1,192,083.33 1,284,753.33 184,282.07 254,835.60 345,710.33 420,425.07 607,324.00 845,034.07 1,028,927.53 1,672,569.17 2,375,885.00 1,312,118.33 1,753,686.67 1,100,000.00 950,000.00 1,200,000.00 1,100,000.00
1,283,583.33 1,320,317.93 1,532,144.43 2,044,458.33 1,825,416.67 1,985,679.50 2,369,151.28 2,967,250.00 2,608,791.67 2,662,881.17 2,974,500.00 3,208,583.33 2,231,218.33 3,188,416.67 3,526,885.42 3,680,458.33 4,009,625.00 3,134,073.33 3,890,640.00 127,470.33 185,799.07 242,052.07 293,665.33 383,397.93 596,349.20 708,920.47 954,620.50 1,398,086.67 1,192,083.33 1,284,753.33 184,282.07 254,835.60 345,710.33 420,425.07 607,324.00 845,034.07 1,028,927.53 1,672,569.17 2,375,885.00 1,312,118.33 1,753,686.67
1,513,000.00 1,558,000.00 1,872,083.33 2,142,250.00 2,163,333.33 2,315,666.67 2,702,166.67 2,967,250.00 2,856,750.00 2,952,500.00 3,072,333.33 3,268,000.00 2,231,218.33 3,567,666.67 3,656,666.67 4,001,750.00 4,274,250.00 3,134,073.33 3,890,640.00 182,333.33 276,666.67 343,166.67 398,166.67 517,666.67 796,166.67 929,500.00 1,427,166.67 2,074,833.33
1,100,000.00 950,000.00
1,100,000.00 950,000.00
1,200,000.00 1,100,000.00
1,200,000.00 1,100,000.00
m'
360,320.00
360,320.00
m' m' m' m' m' m'
228,000.00 249,000.00 208,000.00 222,000.00 198,000.00 210,000.00
m'
244,000.00
Unit Unit Unit Unit
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
KET
9,71 9,42,43,44,71 9,42,43,44,71 9,71 9,71 9,42,43,44,71 9,42,43 9 9,71 9,42,43,44,71 9,71 9,71 44 9,71 9,43,44,71 9,71 9,71 44 44 9,42,43,44 9,42,43,44 9,42,43,44 9,42,43,44 9,42,43,44 9,42,43,44 9,42,43,44 9,42,44 9,44 44 44 9,42,43,44,71 9,42,43,44,71 9,42,43,44,71 9,42,43,44,71 9,42,43,44,71 9,42,43,44,71 9,42,43,44,71 9,42,44,71 9,44,71 44 44
FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI FRANCO, LOKASI
360,320.00
45
FRANCO, LOKASI
228,000.00 249,000.00 208,000.00 222,000.00 198,000.00 210,000.00
228,000.00 249,000.00 208,000.00 222,000.00 198,000.00 210,000.00
25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
244,000.00
244,000.00
25
ON TRUCK
243,166.67 357,000.00 475,833.33 574,833.33 797,500.00 1,027,500.00 1,254,166.67 1,804,333.33 2,337,666.67
SURVEY_BHN_14
1,208,333.00 1,353,333.00
1,355,131.67 1,540,770.00
1,209,291.67 1,354,535.83
1,897,500.00 2,105,833.00
2,082,400.83 2,299,454.17
1,898,663.33
2,315,000.00
3,095,979.17
2,315,926.67
4,459,020.00
2,906,855.00
97,500.00 149,167.00 189,167.00 227,500.00 290,833.00 437,500.00 492,500.00 749,167.00
110,688.33 184,690.00 283,571.67 332,906.67 446,335.00 771,271.00 981,514.00
129,167.00 190,833.00 262,500.00 329,167.00 447,500.00 564,167.00 664,167.00 947,500.00
208,303.33 268,180.00 386,036.67 452,238.33 710,720.00 1,208,075.00 1,531,409.00
96,830.00 148,471.67 189,355.00 228,086.67 290,488.33 436,808.33 492,755.00 748,815.00 1,069,426.67 1,192,083.33 1,284,753.33 129,106.67 191,498.33 262,515.00 329,220.00 447,566.67 563,761.67 664,895.00 946,776.67 1,204,988.33 1,312,118.33 1,753,686.67
1,054,166.67 1,270,833.33 1,540,000.00 1,946,666.67 1,487,500.00 1,734,166.67
NA
2,360,833.33 2,635,000.00 2,876,666.67 3,149,166.67 2,809,166.67 3,085,000.00 3,359,166.67 3,745,000.00
150,000.00 170,000.00 205,000.00 281,666.67 371,666.67 540,000.00 648,333.33 893,333.33 1,050,000.00
211,666.67 266,666.67 341,666.67 416,666.67 633,333.33 861,666.67 1,030,000.00 2,991,666.67 3,585,000.00
Page 29
NO 2 3 4 5 6 C 1 2 3 4 5 6 D 1 2 3 4 5 6 E 1 2 3 4 5 6 7 8 F 1 2 3 4 5 6 7 8 G 1 2 3 4 5 6 7 8 H 1 2 3 4 5 6 7 8 I 1 2 3 4 5
JENIS BAHAN BANGUNAN Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m PC. Spun pile dia 300 Type B (MR 3,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m PC. Spun pile dia 300 Type C (MR 4 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m PC. Spun pile dia 350 Type A (MR 3,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 350 Type AB (MR 4 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 350 Type B (MR 5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 350 Type C (MR 6 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 400 Type A (MR 5,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
NA
KET
m' m' m' m' m'
266,000.00 225,000.00 240,000.00 215,000.00 228,000.00
266,000.00 225,000.00 240,000.00 215,000.00 228,000.00
266,000.00 225,000.00 240,000.00 215,000.00 228,000.00
25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m'
276,000.00 299,000.00 256,000.00 272,000.00 246,000.00 259,000.00
276,000.00 299,000.00 256,000.00 272,000.00 246,000.00 259,000.00
276,000.00 299,000.00 256,000.00 272,000.00 246,000.00 259,000.00
25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m'
320,000.00 349,000.00 298,000.00 317,000.00 286,000.00 302,000.00
320,000.00 349,000.00 298,000.00 317,000.00 286,000.00 302,000.00
320,000.00 349,000.00 298,000.00 317,000.00 286,000.00 302,000.00
25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
282,000.00 317,000.00 260,000.00 282,000.00 249,000.00 265,000.00 241,000.00 255,000.00
282,000.00 317,000.00 260,000.00 282,000.00 249,000.00 265,000.00 241,000.00 255,000.00
282,000.00 317,000.00 260,000.00 282,000.00 249,000.00 265,000.00 241,000.00 255,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
299,000.00 334,000.00 277,000.00 299,000.00 266,000.00 282,000.00 259,000.00 273,000.00
299,000.00 334,000.00 277,000.00 299,000.00 266,000.00 282,000.00 259,000.00 273,000.00
299,000.00 334,000.00 277,000.00 299,000.00 266,000.00 282,000.00 259,000.00 273,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
330,000.00 365,000.00 308,000.00 331,000.00 405,000.00 314,000.00 289,000.00 304,000.00
330,000.00 365,000.00 308,000.00 331,000.00 405,000.00 314,000.00 289,000.00 304,000.00
330,000.00 365,000.00 308,000.00 331,000.00 405,000.00 314,000.00 289,000.00 304,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
385,000.00 431,000.00 359,000.00 389,000.00 346,000.00 368,000.00 339,000.00 355,000.00
385,000.00 431,000.00 359,000.00 389,000.00 346,000.00 368,000.00 339,000.00 355,000.00
385,000.00 431,000.00 359,000.00 389,000.00 346,000.00 368,000.00 339,000.00 355,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m'
369,000.00 419,000.00 338,000.00 373,000.00 324,000.00
369,000.00 419,000.00 338,000.00 373,000.00 324,000.00
369,000.00 419,000.00 338,000.00 373,000.00 324,000.00
25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
SURVEY_BHN_14
Page 30
NO 6 7 8 J 1 2 3 4 5 6 7 8 K 1 2 3 4 5 6 7 8 L 1 2 3 4 5 6 7 8 M 1 2 3 4 5 6 7 8 N 1 2 3 4 5 6 7 8 O 1 2 3 4 5 6 7 8 P 1 2 3
JENIS BAHAN BANGUNAN Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 400 Type AB (MR 6,5tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 400 Type B (MR 7,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 400 Type C (MR 9 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 450 Type A (MR 7,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 450 Type AB (MR 9 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 450 Type B (MR 11 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 450 Type C (MR 12 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
NA
KET
m' m' m'
350,000.00 15,000.00 336,000.00
350,000.00 15,000.00 336,000.00
350,000.00 15,000.00 336,000.00
25 25 25
ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
385,000.00 439,000.00 355,000.00 390,000.00 341,000.00 363,000.00 333,000.00 353,000.00
385,000.00 439,000.00 355,000.00 390,000.00 341,000.00 363,000.00 333,000.00 353,000.00
385,000.00 439,000.00 355,000.00 390,000.00 341,000.00 363,000.00 333,000.00 353,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
448,000.00 499,000.00 417,000.00 453,000.00 404,000.00 431,000.00 396,000.00 415,000.00
448,000.00 499,000.00 417,000.00 453,000.00 404,000.00 431,000.00 396,000.00 415,000.00
448,000.00 499,000.00 417,000.00 453,000.00 404,000.00 431,000.00 396,000.00 415,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
514,000.00 579,000.00 478,000.00 521,000.00 460,000.00 494,000.00 451,000.00 476,000.00
514,000.00 579,000.00 478,000.00 521,000.00 460,000.00 494,000.00 451,000.00 476,000.00
514,000.00 579,000.00 478,000.00 521,000.00 460,000.00 494,000.00 451,000.00 476,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
427,000.00 493,000.00 394,000.00 438,000.00 373,000.00 411,000.00 368,000.00 389,000.00
427,000.00 493,000.00 394,000.00 438,000.00 373,000.00 411,000.00 368,000.00 389,000.00
427,000.00 493,000.00 394,000.00 438,000.00 373,000.00 411,000.00 368,000.00 389,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
492,000.00 557,000.00 459,000.00 503,000.00 438,000.00 471,000.00 427,000.00 454,000.00
492,000.00 557,000.00 459,000.00 503,000.00 438,000.00 471,000.00 427,000.00 454,000.00
492,000.00 557,000.00 459,000.00 503,000.00 438,000.00 471,000.00 427,000.00 454,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
524,000.00 589,000.00 492,000.00 536,000.00 471,000.00 503,000.00 459,000.00 487,000.00
524,000.00 589,000.00 492,000.00 536,000.00 471,000.00 503,000.00 459,000.00 487,000.00
524,000.00 589,000.00 492,000.00 536,000.00 471,000.00 503,000.00 459,000.00 487,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m'
627,000.00 709,000.00 584,000.00
627,000.00 709,000.00 584,000.00
627,000.00 709,000.00 584,000.00
25 25 25
ON TRUCK ON TRUCK ON TRUCK
SURVEY_BHN_14
Page 31
NO 4 5 6 7 8 Q 1 2 3 4 5 6 7 8 R 1 2 3 4 5 6 7 8 S 1 2 3 4 5 6 7 8 T 1 2 3 4 5 6 7 8 U 1 2 3 4 5 6 7 8 V 1 2 3 4 5 6 7 8 W 1
JENIS BAHAN BANGUNAN Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 500 Type A (MR 10,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 500 Type AB (MR 12,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 500 Type B (MR 15,5 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 500 Type C (MR 17 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 600 Type A (MR 17 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 600 Type AB (MR 20 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 600 Type B (MR 25 tm) Bottom pile panjang 6-8 m
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
NA
KET
m' m' m' m' m'
644,000.00 568,000.00 595,000.00 552,000.00 584,000.00
644,000.00 568,000.00 595,000.00 552,000.00 584,000.00
644,000.00 568,000.00 595,000.00 552,000.00 584,000.00
25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
524,000.00 606,000.00 487,000.00 541,000.00 466,000.00 503,000.00 454,000.00 487,000.00
524,000.00 606,000.00 487,000.00 541,000.00 466,000.00 503,000.00 454,000.00 487,000.00
524,000.00 606,000.00 487,000.00 541,000.00 466,000.00 503,000.00 454,000.00 487,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
558,000.00 639,000.00 519,000.00 574,000.00 497,000.00 536,000.00 487,000.00 519,000.00
558,000.00 639,000.00 519,000.00 574,000.00 497,000.00 536,000.00 487,000.00 519,000.00
558,000.00 639,000.00 519,000.00 574,000.00 497,000.00 536,000.00 487,000.00 519,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
623,000.00 697,000.00 582,000.00 632,000.00 562,000.00 606,000.00 552,000.00 584,000.00
623,000.00 697,000.00 582,000.00 632,000.00 562,000.00 606,000.00 552,000.00 584,000.00
623,000.00 697,000.00 582,000.00 632,000.00 562,000.00 606,000.00 552,000.00 584,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
747,000.00 844,000.00 703,000.00 768,000.00 682,000.00 725,000.00 660,000.00 703,000.00
747,000.00 844,000.00 703,000.00 768,000.00 682,000.00 725,000.00 660,000.00 703,000.00
747,000.00 844,000.00 703,000.00 768,000.00 682,000.00 725,000.00 660,000.00 703,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
717,000.00 816,000.00 649,000.00 725,000.00 622,000.00 677,000.00 606,000.00 654,000.00
717,000.00 816,000.00 649,000.00 725,000.00 622,000.00 677,000.00 606,000.00 654,000.00
717,000.00 816,000.00 649,000.00 725,000.00 622,000.00 677,000.00 606,000.00 654,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
784,000.00 898,000.00 730,000.00 805,000.00 703,000.00 757,000.00 687,000.00 730,000.00
784,000.00 898,000.00 730,000.00 805,000.00 703,000.00 757,000.00 687,000.00 730,000.00
784,000.00 898,000.00 730,000.00 805,000.00 703,000.00 757,000.00 687,000.00 730,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m'
905,000.00
905,000.00
905,000.00
25
ON TRUCK
SURVEY_BHN_14
Page 32
NO 2 3 4 5 6 7 8 X 1 2 3 4 5 6 7 8 II A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 B
JENIS BAHAN BANGUNAN Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. Spun pile dia 600 Type C (MR 29 tm) Bottom pile panjang 6-8 m Middle pile panjang 6-8 m Bottom pile panjang 9-11 m Middle pile panjang 9-11 m Bottom pile panjang 12-13 m Middle pile panjang 12-13 m Bottom pile panjang 14-15 m Middle pile panjang 14-15 m PC. GIRDER PC. I GIRDER Mutu Beton K-500 (belum termsuk PC Strand & Pek. Stressing) Bentang (L) 12,6 m (H) 0.9 m CTC 185 cm Bentang (L) 13,6 m (H) 0.9 m CTC 185 cm Bentang (L) 14,6 m (H) 0.9 m CTC 185 cm Bentang (L) 15,6 m (H) 0.9 m CTC 185 cm Bentang (L) 16,6 m (H) 0.9 m CTC 185 cm Diafragma Mutu Beton K-350 Plat lantai Mutu Beton K-350 Bentang (L) 17,6 m (H) 1.25 m CTC 185 cm Bentang (L) 18,6 m (H) 1.25 m CTC 185 cm Bentang (L) 19,6 m (H) 1.25 m CTC 185 cm Bentang (L) 20,6 m (H) 1.25 m CTC 185 cm Bentang (L) 21,6 m (H) 1.25 m CTC 185 cm Diafragma Mutu Beton K-350 Plat lantai Mutu Beton K-350 Bentang (L) 22,6 m (H) 1.6 m CTC 185 cm Bentang (L) 23,6 m (H) 1.6 m CTC 185 cm Bentang (L) 24,6 m (H) 1.6 m CTC 185 cm Bentang (L) 25,6 m (H) 1.6 m CTC 185 cm Bentang (L) 26,6 m (H) 1.6 m CTC 185 cm Bentang (L) 27,6 m (H) 1.6 m CTC 185 cm Bentang (L) 28,6 m (H) 1.6 m CTC 185 cm Bentang (L) 29,6 m (H) 1.6 m CTC 185 cm Diafragma Mutu Beton K-350 Plat lantai Mutu Beton K-350 Bentang (L) 30,6 m (H) 1.7 m CTC 185 cm Bentang (L) 31,6 m (H) 1.7 m CTC 185 cm Bentang (L) 32,6 m (H) 1.7 m CTC 185 cm Bentang (L) 33,6 m (H) 1.7 m CTC 185 cm Bentang (L) 34,6 m (H) 1.7 m CTC 185 cm Diafragma Mutu Beton K-350 Plat lantai Mutu Beton K-350 Bentang (L) 35,6 m (H) 2.1 m CTC 185 cm Bentang (L) 36,6 m (H) 2.1 m CTC 185 cm Bentang (L) 37,6 m (H) 2.1 m CTC 185 cm Bentang (L) 38,6 m (H) 2.1 m CTC 185 cm Bentang (L) 39,6 m (H) 2.1 m CTC 185 cm Bentang (L) 40,6 m (H) 2.1 m CTC 185 cm Diafragma Mutu Beton K-350 Plat lantai Mutu Beton K-350
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
NA
KET
m' m' m' m' m' m' m'
1,043,000.00 838,000.00 935,000.00 805,000.00 877,000.00 790,000.00 844,000.00
1,043,000.00 838,000.00 935,000.00 805,000.00 877,000.00 790,000.00 844,000.00
1,043,000.00 838,000.00 935,000.00 805,000.00 877,000.00 790,000.00 844,000.00
25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
m' m' m' m' m' m' m' m'
1,006,000.00 1,145,000.00 941,000.00 1,033,000.00 914,000.00 870,000.00 892,000.00 947,000.00
1,006,000.00 1,145,000.00 941,000.00 1,033,000.00 914,000.00 870,000.00 892,000.00 947,000.00
1,006,000.00 1,145,000.00 941,000.00 1,033,000.00 914,000.00 870,000.00 892,000.00 947,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg btg
25,415,000.00 26,227,000.00 28,660,000.00 29,201,000.00 30,282,000.00 1,082,000.00 812,000.00 37,583,000.00 38,393,000.00 42,449,000.00 44,342,000.00 45,423,000.00 1,622,000.00 812,000.00 74,894,000.00 77,327,000.00 78,950,000.00 82,194,000.00 84,357,000.00 86,520,000.00 88,683,000.00 90,846,000.00 1,893,000.00 812,000.00 126,806,000.00 131,402,000.00 136,269,000.00 139,514,000.00 142,758,000.00 2,163,000.00 812,000.00 164,388,000.00 167,633,000.00 171,418,000.00 174,662,000.00 180,611,000.00 183,855,000.00 2,704,000.00 812,000.00
25,415,000.00 26,227,000.00 28,660,000.00 29,201,000.00 30,282,000.00 1,082,000.00 812,000.00 37,583,000.00 38,393,000.00 42,449,000.00 44,342,000.00 45,423,000.00 1,622,000.00 812,000.00 74,894,000.00 77,327,000.00 78,950,000.00 82,194,000.00 84,357,000.00 86,520,000.00 88,683,000.00 90,846,000.00 1,893,000.00 812,000.00 126,806,000.00 131,402,000.00 136,269,000.00 139,514,000.00 142,758,000.00 2,163,000.00 812,000.00 164,388,000.00 167,633,000.00 171,418,000.00 174,662,000.00 180,611,000.00 183,855,000.00 2,704,000.00 812,000.00
25,415,000.00 26,227,000.00 28,660,000.00 29,201,000.00 30,282,000.00 1,082,000.00 812,000.00 37,583,000.00 38,393,000.00 42,449,000.00 44,342,000.00 45,423,000.00 1,622,000.00 812,000.00 74,894,000.00 77,327,000.00 78,950,000.00 82,194,000.00 84,357,000.00 86,520,000.00 88,683,000.00 90,846,000.00 1,893,000.00 812,000.00 126,806,000.00 131,402,000.00 136,269,000.00 139,514,000.00 142,758,000.00 2,163,000.00 812,000.00 164,388,000.00 167,633,000.00 171,418,000.00 174,662,000.00 180,611,000.00 183,855,000.00 2,704,000.00 812,000.00
25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
PC. U GIRDER MUTU BETON K-600 (belum termasuk material PC strand)
SURVEY_BHN_14
Page 33
NO
JENIS BAHAN BANGUNAN
SAT
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
NA
KET
1 2 3 4 5 6 7 8
PC. U Girder Bentang (L) 22.8 m (H) 1,2 m PC. U Girder Bentang (L) 25.8 m (H) 1,23m PC. U Girder Bentang (L) 27.8 m (H) 1,4 m PC. U Girder Bentang (L) 30.8 m (H) 1,65 m PC. U Girder Bentang (L) 33.8 m (H) 1,65 m PC. U Girder Bentang (L) 35.8 m (H) 1,75 m PC. U Girder Bentang (L) 38.8 m (H) 1,85 m PC. U Girder Bentang (L) 40.8 m (H) 1,85 m
btg btg btg btg btg btg btg btg
149,247,000.00 178,448,000.00 204,404,000.00 263,886,000.00 285,516,000.00 301,739,000.00 351,488,000.00 370,955,000.00
149,247,000.00 178,448,000.00 204,404,000.00 263,886,000.00 285,516,000.00 301,739,000.00 351,488,000.00 370,955,000.00
149,247,000.00 178,448,000.00 204,404,000.00 263,886,000.00 285,516,000.00 301,739,000.00 351,488,000.00 370,955,000.00
25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
C 1 2 3 4 5 6 7 8 9 10 11
PC VOIDED SLAB (Termasuk material stressing) Mutu Beton K-500 (kubus test) VS Panjang (L) 6.60 m (H) 57 cm VS Panjang (L) 7.60 m (H) 57 cm VS Panjang (L) 8.60 m (H) 57 cm VS Panjang (L) 9.60 m (H) 57 cm VS Panjang (L) 10.60 m (H) 57 cm VS Panjang (L) 11.60 m (H) 57 cm VS Panjang (L) 12.60 m (H) 57 cm VS Panjang (L) 13.60 m (H) 74 cm VS Panjang (L) 14.60 m (H) 74 cm VS Panjang (L) 15.60 m (H) 74 cm VS Panjang (L) 16.60 m (H) 74 cm
btg btg btg btg btg btg btg btg btg btg btg
19,034,000.00 21,360,000.00 23,252,000.00 25,415,000.00 28,660,000.00 32,986,000.00 35,420,000.00 37,042,000.00 44,882,000.00 47,045,000.00 54,075,000.00
19,034,000.00 21,360,000.00 23,252,000.00 25,415,000.00 28,660,000.00 32,986,000.00 35,420,000.00 37,042,000.00 44,882,000.00 47,045,000.00 54,075,000.00
19,034,000.00 21,360,000.00 23,252,000.00 25,415,000.00 28,660,000.00 32,986,000.00 35,420,000.00 37,042,000.00 44,882,000.00 47,045,000.00 54,075,000.00
25 25 25 25 25 25 25 25 25 25 25
ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK ON TRUCK
K
HARGA SEWA ALAT BERAT PT WIKA KARYA PERSADA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Sewa Dump Truck Kapasitas 8 Ton Sewa Dump Truck Kapasitas 15 Ton Sewa Dump Truck Kapasitas 30 Ton Sewa Excavator Standar Sewa Excavator Long Arm Sewa Excavator Komatsu PC 200-6 dan HITACHI Sewa Excavator Kobelco Sk 200-3 atau Pc 200-3-5 Sewa Excavator PC 200 Standard dengan Bucket 0.8 m3 - 0.9 m3 Sewa Excavator PC 200 Long Arm dengan Bucket Lebih Kecil Sewa Excavator PC 200 Stone Breaker Sewa Excavator Hitachi Zaxis 210 MF Sewa Excavator Komatsu Standard PC 200-6 Sewa Mini Excavator kelas 100 atau Bucket 0.4 m3 - 0.5 m3 Sewa Doozer Sewa Vibro Sewa Vibro Sakai SV 500 Daya Pemadatan 20 Ton Sewa Vibro Sakai SV 512 TF (Patfoot/Double Drum) Daya Getar 20 Ton Sewa Crane Sewa Truck Trailler (Mob-Demob)
Bulan Bulan Bulan Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Hari Hari Jam Jam Hari Rit
22,500,000.00 40,500,000.00 44,500,000.00 200,000.00 57,220,500.00 200,000.00 216,000.00 208,166.67 300,000.00 351,000.00 305,000.00 205,000.00 173,000.00 850,000.00 370,000.00 186,000.00 199,000.00 450,000.00 4,000,000.00
22,500,000.00 40,500,000.00 44,500,000.00 200,000.00 57,220,500.00 200,000.00 216,000.00 208,166.67 300,000.00 351,000.00 305,000.00 205,000.00 173,000.00 850,000.00 370,000.00 186,000.00 199,000.00 450,000.00 4,000,000.00
23,500,000.00 41,500,000.00 46,500,000.00 200,000.00 300,000.00 200,000.00 250,000.00 250,000.00 300,000.00 305,000.00 305,000.00 205,000.00
JAYA CIPTA PERSADA
PT ABHIPATRA MUDA PT TRIDARMA WANA ALVINDOSENA
22,500,000.00 40,500,000.00 45,500,000.00
21,500,000.00 39,500,000.00 41,500,000.00
277,000.00
305,000.00
179,500.00
195,000.00
228,000,000.00 182,000.00
397,000.00
173,000.00 850,000.00 370,000.00
64 64 186,000.00 199,000.00
450,000.00 4,500,000.00
64 64,62,63
3,500,000.00 PT SURYA MANDIRI PERKASA
20 21 22 23 24 25 26 27 28 29 30 31
Sewa crawler crane 20 s/d 25 ton Sewa crawler crane 35 ton Sewa crawler crane 40 ton Sewa crawler crane 45 ton Sewa crawler crane 50 ton Sewa crawler crane 60 ton Sewa crawler crane 70 ton Sewa crawler crane 90 ton Sewa vibro hammer 45 Kw Sewa vibro hammer 60 Kw Sewa vibro hammer 90 Kw Sewa Diesel hammer K25
Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln Unit/bln
60,000,000.00 75,000,000.00 80,000,000.00 85,000,000.00 95,000,000.00 110,000,000.00 130,000,000.00 150,000,000.00 40,000,000.00 50,000,000.00 70,000,000.00 35,000,000.00
64,62,63 64,62,63 64,62,63 64 64,61,62,63 64 ,61 64,62,63 64 64 64 64
60,000,000.00 75,000,000.00 80,000,000.00 85,000,000.00 95,000,000.00 110,000,000.00 130,000,000.00 150,000,000.00 40,000,000.00 50,000,000.00 70,000,000.00 35,000,000.00
60,000,000.00 75,000,000.00 80,000,000.00 85,000,000.00 95,000,000.00 110,000,000.00 130,000,000.00 150,000,000.00 40,000,000.00 50,000,000.00 70,000,000.00 35,000,000.00 SURVEY_BHN_14
PT PAKUBUMI SEMESTA 55 55 55 55 55 55 55 55 55 55 55 55 Page 34
NO 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64
JENIS BAHAN BANGUNAN
SAT
88
Sewa Diesel hammer K35 Unit/bln Sewa generator set Cap. 175 KVA Unit/bln Sewa generator set Cap. 300 KVA Unit/bln Sewa generator set Cap. 220 KVA Unit/bln Sewa Excavator Unit/bln Sewa Ponton Unit/bln Sewa Crane Pancang Unit/bln Sewa Crane Service Unit/bln Mob/demob crane service 20 s/d 25 ton Unit Mob/demob crane service 35 ton Unit Mob/demob crane service 40 ton Unit Mob/demob crane service 45 ton Unit Mob/demob crane service 50 ton Unit Mob/demob crane service 60 ton Unit Mob/demob crane service 70 ton Unit Mob/demob crane service 90 ton Unit Mob/demob crane pancang 20 s/d 25 ton Unit Mob/demob crane pancang 35 ton Unit Mob/demob crane pancang 40 ton Unit Mob/demob crane pancang 45 ton Unit Mob/demob crane pancang 50 ton Unit Mob/demob crane pancang 60 ton Unit Mob/demob crane pancang 70 ton Unit Mob/demob crane pancang 90 ton Unit Mob/demob Diessel Hammer Unit Mob/demob Crane Pancang Unit Mob/demob Excavator Unit Mob/demob Ponton Unit Mob/demob Crane Service Unit Ponton Untuk Excavator Buah Ponton Untuk Crane 25 Ton Buah Ponton Untuk Crane 35 Ton Buah Ponton Untuk Crane 40 Ton Buah Ponton Untuk Crane 50 Ton Buah Pemancangan sheetpile (CCSP/W325) di darat dengan vibro hammer 60 m' KVA Pemancangan sheetpile (CCSP/W400) di darat dengan vibro hammer 60 m' KVA Pemancangan sheetpile (CCSP/W450) di darat dengan vibro hammer 60 m' KVA Pemancangan sheetpile (CCSP/W500) di darat dengan vibro hammer 60 m' KVA Pemancangan sheetpile di darat dengan vibro hammer 60 KVA m' Pemancangan sheetpile di darat dengan Diessel Hamer 60 KVA - K m' 35 Pemancangan sheetpile di darat dengan Diessel Hamer 60 KVA - K - 35 m' Pemancangan sheetpile di darat dengan Diessel Hamer 80 KVA - K - 45 m' Pemancangan sheetpile di darat dengan Diessel Hamer 80 KVA - K - 45 m' Pemancangan sheetpile (CCSP/W325) di darat dengan vibro hammer 90 m' KVA Pemancangan sheetpile (CCSP/W400) di darat dengan vibro hammer 90 m' KVA Pemancangan sheetpile (CCSP/W450) di darat dengan vibro hammer 90 m' KVA Pemancangan sheetpile (CCSP/W500) di darat dengan vibro hammer 90 m' KVA Pemancangan sheetpile di darat dengan vibro hammer 90 KVA m' Pemancangan sheetpile (CCSP/W325) di darat dengan diesel Hammer K m' 25 Pemancangan sheetpile (CCSP/W400) di darat dengan diesel Hammer K m' 25 Pemancangan sheetpile (FPC / Flat 22 x50 ) di darat dengan diesel m' Hammer K 25 sheetpile (FPC / Flat 32 x50 ) di darat dengan diesel Pemancangan m' Hammer K 25 Pemancangan sheetpile (CCSP/W325) di darat dengan dengan dies m' Pemancangan sheetpile (CCSP/W400) di darat dengan dengan diese m' Pemancangan sheetpile (CCSP/W450) di darat dengan dengan di m' Pemancangan sheetpile (CCSP/W500) di darat dengan dengan dies m' Pemancangan sheetpile (FPC / Flat 22 x50 ) di darat dengan diesel m' Hammer K 25
89
Pemancangan sheetpile (CCSP/W325) dengan vibro hammer 60 KVA + ponton
65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87
m'
HARGA YANG DIPAKAI
HARGA RATARATA
45,000,000.00 15,000,000.00 18,000,000.00 25,000,000.00 60,000,000.00 120,000,000.00 100,000,000.00 80,000,000.00 22,500,000.00 25,000,000.00 30,000,000.00 35,000,000.00 40,000,000.00 45,000,000.00 50,000,000.00 65,000,000.00 22,500,000.00 25,000,000.00 30,000,000.00 35,000,000.00 40,000,000.00 45,000,000.00 50,000,000.00 65,000,000.00 8,000,000.00 15,000,000.00 8,000,000.00 60,000,000.00 15,000,000.00 12,500,000.00 12,500,000.00 12,500,000.00 12,500,000.00 12,500,000.00 90,000.00 100,000.00 110,000.00 120,000.00 100,000.00 80,000.00 160,000.00 100,000.00 200,000.00 120,000.00 135,000.00 150,000.00 165,000.00 120,000.00 55,000.00 65,000.00 50,000.00 45,000.00 65,000.00 80,000.00 90,000.00 100,000.00
45,000,000.00 15,000,000.00 18,000,000.00 25,000,000.00 60,000,000.00 120,000,000.00 100,000,000.00 80,000,000.00 22,500,000.00 25,000,000.00 30,000,000.00 35,000,000.00 40,000,000.00 45,000,000.00 50,000,000.00 65,000,000.00 22,500,000.00 25,000,000.00 30,000,000.00 35,000,000.00 40,000,000.00 45,000,000.00 50,000,000.00 65,000,000.00 8,000,000.00 15,000,000.00 8,000,000.00 60,000,000.00 15,000,000.00 12,500,000.00 12,500,000.00 12,500,000.00 12,500,000.00 12,500,000.00 90,000.00 100,000.00 110,000.00 120,000.00 100,000.00 80,000.00 160,000.00 100,000.00 200,000.00 120,000.00 135,000.00 150,000.00 165,000.00 120,000.00 55,000.00 65,000.00 50,000.00 45,000.00 65,000.00 80,000.00 90,000.00 100,000.00
65,000.00 210,000.00
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3 45,000,000.00 15,000,000.00 18,000,000.00 25,000,000.00
60,000,000.00 120,000,000.00 100,000,000.00 80,000,000.00 22,500,000.00 25,000,000.00 30,000,000.00 35,000,000.00 40,000,000.00 45,000,000.00 50,000,000.00 65,000,000.00 22,500,000.00 25,000,000.00 30,000,000.00 35,000,000.00 40,000,000.00 45,000,000.00 50,000,000.00 65,000,000.00
NOMOR ARSIP
SUPPLIER 4
NA
KET
55 55 55 55 54 54 54 54 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55
8,000,000.00 15,000,000.00 8,000,000.00 60,000,000.00 15,000,000.00 12,500,000.00 12,500,000.00 12,500,000.00 12,500,000.00 12500000 90000 100000 110000 120000
55 55 55 55 100000 80000 160000 100000 200000
120000 135000 150000 165000
55 55 55 55 55
120000 55000 65000 50000 45000 65000 80000 90000 100000
55 55 55 55 55 55 55 55
65,000.00
65000
55
210,000.00
210000
55
SURVEY_BHN_14
Page 35
NO
90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 L
1 2 3 4 5 6 7 8 9 10 11
JENIS BAHAN BANGUNAN Pemancangan sheetpile (CCSP/W400) dengan vibro hammer 60 KVA + ponton Pemancangan sheetpile (CCSP/W450) dengan vibro hammer 60 KVA + ponton Pemancangan sheetpile (CCSP/W500) dengan vibro hammer 60 KVA + ponton Pemancangan sheetpile dengan vibro hammer 60 KVA + ponton Pemancangan sheetpile (CCSP/W325) dengan vibro hammer 90 KVA + ponton Pemancangan sheetpile (CCSP/W400) dengan vibro hammer 90 KVA + ponton Pemancangan sheetpile (CCSP/W450) dengan vibro hammer 90 KVA + ponton Pemancangan sheetpile (CCSP/W500) dengan vibro hammer 90 KVA + ponton Pemancangan sheetpile didarat dengan vibro hammer 90 KVA + ponton Pemancangan sheetpile (CCSP/W325) dengan diessel hammer K25 + ponton Pemancangan sheetpile (CCSP/W400) dengan diessel hammer K25 + ponton Pemancangan sheetpile (CCSP/W450) dengan diessel hammer K25 + ponton Pemancangan sheetpile (CCSP/W500) dengan diessel hammer K25 + ponton Pemancangan sheetpile (FPC/Flat 22 x 50) dengan diessel hammer K25 + Pengelasan spun pile dia 30 cm di darat Pengelasan spun pile dia 35 cm di darat Pengelasan spun pile dia 40 cm di darat Pengelasan spun pile dia 45 cm di darat Pengelasan spun pile dia 50 cm di darat Pengelasan spun pile dia 60 cm di darat Pengelasan square pile 25 x 25 cm di darat Pengelasan square pile 30 x 30 cm di darat Pengelasan square pile 35 x 35 cm di darat Pengelasan square pile 40 x 40 cm di darat Pengelasan square pile 50 x 50 cm di darat Pengelasan square pile 45 x 45 cm di darat Pengelasan spun pile dia 30 cm dgn ponton Pengelasan spun pile dia 35 cm dgn ponton Pengelasan spun pile dia 40 cm dgn ponton Pengelasan spun pile dia 45 cm dgn ponton Pengelasan spun pile dia 50 cm dgn ponton Pengelasan spun pile dia 60 cm dgn ponton Pengelasan square pile 25 x 25 cm dgn ponton Pengelasan square pile 30 x 30 cm dgn ponton Pengelasan square pile 35 x 35cm dgn ponton Pengelasan square pile 40 x 40 cm dgn ponton Pengelasan square pile 50 x 50 cm dgn ponton Pengelasan square pile 45 x 45 cm dgn ponton Sambungan Las PC Pile Diameter 400 Sambungan Las PC Pile Diameter 600 Handling Didarat Handling Dengan Ponton > 50 Ton
SAT
m' m' m' m' m' m' m' m' m' m' m' m' m' m' Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik Titik m' m'
HARGA YANG DIPAKAI
HARGA RATARATA
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
SUPPLIER 2
SUPPLIER 3
NOMOR ARSIP
SUPPLIER 4
220,000.00
220,000.00
220000
55
230,000.00 240,000.00 250,000.00 260,000.00 270,000.00 285,000.00 310,000.00 300,000.00 185,000.00 195,000.00 200,000.00 210,000.00 195,000.00 90,000.00 100,000.00 110,000.00 115,000.00 120,000.00 130,000.00 85,000.00 90,000.00 95,000.00 110,000.00 120,000.00 145,000.00 120,000.00 130,000.00 140,000.00 150,000.00 160,000.00 175,000.00 110,000.00 120,000.00 125,000.00 145,000.00 160,000.00 190,000.00 150,000.00 200,000.00 10,000.00 25,000.00
230,000.00 240,000.00 250,000.00 260,000.00 270,000.00 285,000.00 310,000.00 300,000.00 185,000.00 195,000.00 200,000.00 210,000.00 195,000.00 90,000.00 100,000.00 110,000.00 115,000.00 120,000.00 130,000.00 85,000.00 90,000.00 95,000.00 110,000.00 120,000.00 145,000.00 120,000.00 130,000.00 140,000.00 150,000.00 160,000.00 175,000.00 110,000.00 120,000.00 125,000.00 145,000.00 160,000.00 190,000.00 150,000.00 200,000.00 10,000.00 25,000.00
230000 240000
55 55
NA
KET
250000 260000 270000 285000 310000
55 55 55 55 300000
185000 195000 200000 210000 195000 90000 100000 110000 115000 120000 130000 85000 90000 95000 110000 120000 145000 120000 130000 140000 150000 160000 175000 110000 120000 125000 145000 160000 190000
55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 150000 200000 10000 25000
PC CORRUGATED SHEET PILE
PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile
W. 325 - 1000 W. 325 - 1000 W. 325 - 1000 W. 325 - 1000 W. 350 - 1000 W. 350 - 1000 W. 350 - 1000 W. 350 - 1000 W. 400 - 1000 W. 400 - 1000 W. 400 - 1000
Type A , Cracking Moment 11,4 Type B , Cracking Moment 13, Type A , Cracking Moment 11,4 Type B , Cracking Moment 13, Type A , Cracking Moment 15,6 Type B , Cracking Moment 17, Type A , Cracking Moment 15 Type B , Cracking Moment 17, Type A , Cracking Moment 20,1 Type B , Cracking Moment 23,4 Type A , Cracking Moment 20,
m' m' m' m' m' m' m' m' m' m' m'
769,000.00 799,000.00 890,000.00 924,500.00 885,000.00 915,000.00 992,000.00 1,025,500.00 1,019,000.00 1,050,000.00 1,110,000.00
769,000.00 799,000.00 890,000.00 924,500.00 885,000.00 915,000.00 992,000.00 1,025,500.00 1,019,000.00 1,050,000.00 1,110,000.00
PT KOMPONINDO PT WIJAYA KARYA BETONJAYA BETON 769000 799000 870000 910000 900000 949000 885000 915000 986000 998000 1016000 1035000 1019000 1050000 1120000 1100000
SURVEY_BHN_14
56 56 56,70 56,70 56 56 56,70 56,70 56 56 56,70
Page 36
NO 12 13 14 15 16 17 18 19 20 21 22 23 24
JENIS BAHAN BANGUNAN PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile PC. Corrrugated Sheet Pile
W. 400 - 1000 W. 450 - 1000 W. 450 - 1000 W. 450 - 1000 W. 450 - 1000 W. 500 - 1000 W. 500 - 1000 W. 500 - 1000 W. 500 - 1000 W. 600 - 1000 W. 600 - 1000 W. 600 - 1000 W. 600 - 1000
Type B , Cracking Moment 23, Type A , Cracking Moment 26,9 Type B , Cracking Moment 30,7 Type A , Cracking Moment 26,9 Type B , Cracking Moment 30, Type A , Cracking Moment 35,2 Type B , Cracking Moment 40,4 Type A , Cracking Moment 35,2 Type B , Cracking Moment 40,4 Type A , Cracking Moment 50,6 Type A , Cracking Moment 59, Type A , Cracking Moment 50,6 Type A , Cracking Moment 59,
SAT m' m' m' m' m' m' m' m' m' m' m' m' m'
HARGA YANG DIPAKAI 1,162,000.00 1,155,000.00 1,228,000.00 1,309,500.00 1,386,500.00 1,243,000.00 1,328,000.00 1,374,500.00 1,497,000.00 1,495,000.00 1,580,000.00 1,631,000.00 1,751,000.00
HARGA RATARATA 1,162,000.00 1,155,000.00 1,228,000.00 1,309,500.00 1,386,500.00 1,243,000.00 1,328,000.00 1,374,500.00 1,497,000.00 1,495,000.00 1,580,000.00 1,631,000.00 1,751,000.00
HARGA DKI JAN-JUN 14
HARGA SURVEY PASAR SUPPLIER 1
1150000 1155000 1228000 1256000 1328000 1243000 1328000 1344000 1429000 1495000 1580000 1646000 1732000
SURVEY_BHN_14
1174000
1363000 1445000
1405000 1565000
1616000 1770000
SUPPLIER 2
SUPPLIER 3
SUPPLIER 4
NOMOR ARSIP
NA
KET
56,70 56 56 56,70 56,70 56 56 56,70 56,70 56 56 56,70 56,70
Page 37
PERHITUNGAN BIAYA PERALATAN Solar
Rp
12,500.00
Pelumas Operator
Rp Rp
25,000.00 174,468.00
Pemb. Operator
Rp
149,730.00
NO
JENIS ALAT
1 Mesin Gilas 8-10 Ton 2 Tirud Roller
BIAYA OPERASI PELUMAS
KAPASITAS/
SEWA
SOLAR
TENAGA
PERJAM
(12%-15%)*Kap*Harga BB
HP
(Rp)
(Rp)
OPERATOR
PEMB.OPERATOR
BIAYA OPERASI TOTAL
0,35%*Kap*Hrg Pelumas
10%*Upah
10%*Upah
PERJAM
(Rp)
(Rp)
(Rp)
(Rp)
63 63
20,796.88 485,700.00
118,125.00 118,125.00
5,512.50 5,512.50
17,446.80 17,446.80
14,973.00 14,973.00
176,854.18 641,757.30
3 Tandam Roller 6-10 Ton
110
61,226.00
206,250.00
9,625.00
17,446.80
14,973.00
309,520.80
4 Tandam Roller 8-10 Ton WM8408 5 Vibrator Roller Ingersol Ran Sp 54 10 Ton, 1973
110 110
19,965.00 185,000.00
206,250.00 206,250.00
9,625.00 9,625.00
17,446.80 17,446.80
14,973.00 14,973.00
268,259.80 433,294.80
6 Vibrator Roller Jolly Ca 251, 10 Ton, 198
118
24,500.00
221,250.00
10,325.00
17,446.80
14,973.00
288,494.80
7 Roller 3 Wheeled 8 Ton 8 Pneumatic Tyred Roller SV-90 T, 6-12 Ton Sakai
118 160
38,599.00 66,550.00
221,250.00 300,000.00
10,325.00 14,000.00
17,446.80 17,446.80
14,973.00 14,973.00
302,593.80 412,969.80
9 Loader Wheeled
125
950,000.00
234,375.00
10,937.50
17,446.80
14,973.00
1,227,732.30
10 Clawler Crane Linkbelt LS -98, 45 Ton 11 Clawler Crane P&H 30 Ton
180 104
312,500.00 229,166.67
337,500.00 195,000.00
15,750.00 9,100.00
17,446.80 17,446.80
14,973.00 14,973.00
698,169.80 465,686.47
12 Excavator Hitachi Ex 200, 1990 13 Drakline
180 180
350,000.00 166,375.00
337,500.00 337,500.00
15,750.00 15,750.00
17,446.80 17,446.80
14,973.00 14,973.00
735,669.80 552,044.80
14 Wheel Loader Lx 150 Hitachi 1990
125
200,000.00
234,375.00
10,937.50
17,446.80
14,973.00
477,732.30
15 Buldozer D8 N 1984 Caterpilar 16 Excavator Hydr 1 m3
155 155
400,000.00 91,506.25
290,625.00 290,625.00
13,562.50 13,562.50
17,446.80 17,446.80
14,973.00 14,973.00
736,607.30 428,113.55
17 Backoe Komatsu
63
16,637.50
118,125.00
5,512.50
17,446.80
14,973.00
172,694.80
18 Grader Mitsubishi Md 330, 1994 19 Motor Grader GD-37-3H/Komatsu
125 78
225,000.00 113,135.00
234,375.00 146,250.00
10,937.50 6,825.00
17,446.80 17,446.80
14,973.00 14,973.00
502,732.30 298,629.80
20 Pheumatic Drill Hammer 21 Vibro Roller SV-90 T sakai
1 118
77,641.67 12,478.13
1,875.00 221,250.00
87.50 10,325.00
17,446.80 17,446.80
14,973.00 14,973.00
112,023.97 276,472.93
22 Stone Crusher Sakai 50 Ton/Jam
40
29,115.63
75,000.00
3,500.00
17,446.80
14,973.00
140,035.43
23 A.M.P (per hari Rp. 8,000,000.00) 24 Teractor Equament
40 30
333,333.33 39,930.00
75,000.00 56,250.00
3,500.00 2,625.00
17,446.80 17,446.80
14,973.00 14,973.00
444,253.13 131,224.80
25 Screnning Plent
30
79,860.00
56,250.00
2,625.00
17,446.80
14,973.00
171,154.80
26 Asphalt Finisher
30
900,000.00
56,250.00
2,625.00
17,446.80
14,973.00
991,294.80
NO
JENIS ALAT
BIAYA OPERASI PELUMAS
KAPASITAS/
SEWA
SOLAR
TENAGA
PERJAM
(12%-15%)*Kap*Harga BB
HP
(Rp)
(Rp)
OPERATOR
PEMB.OPERATOR
BIAYA OPERASI TOTAL
0,35%*Kap*Hrg Pelumas
10%*Upah
10%*Upah
PERJAM
(Rp)
(Rp)
(Rp)
(Rp)
27 Asphalt Melting Kalte
18
15,805.63
33,750.00
1,575.00
17,446.80
14,973.00
83,550.43
28 Asphalt Spayer 29 Asphal Mixing Plant
18 40
350,000.00 108,143.75
33,750.00 75,000.00
1,575.00 3,500.00
17,446.80 17,446.80
14,973.00 14,973.00
417,744.80 219,063.55
30 Sprayer Self Prop 100
18
34,938.75
33,750.00
1,575.00
17,446.80
14,973.00
102,683.55
31 Tampaer,Vibrator Plate Sakai 32 Crusher/SCR
3.5 40
8,873.33 124,781.25
6,562.50 75,000.00
306.25 3,500.00
17,446.80 17,446.80
14,973.00 14,973.00
48,161.88 235,701.05
33 Concrete Mixer 0,125 m3 34 Concrete Mixer 0,5 m3 KND-10V
10 20
9,982.50 14,308.25
18,750.00 37,500.00
875.00 1,750.00
17,446.80 17,446.80
14,973.00 14,973.00
62,027.30 85,978.05
35 Concrete Vibrator 0-13 cm Mikasa
5
5,823.13
9,375.00
437.50
17,446.80
14,973.00
48,055.43
36 Pick Up 37 Dump Truck Hino Fm 226 Fd, 1993
20 35
300,000.00 175,000.00
37,500.00 65,625.00
1,750.00 3,062.50
17,446.80 17,446.80
14,973.00 14,973.00
371,669.80 276,107.30
38 Dump Truck Trt Nissan Cwa 12
40
175,000.00
75,000.00
3,500.00
17,446.80
14,973.00
285,919.80
39 Flatbed Truck 3,5 Ton 40 Truck 3/4 (colt Diesel)
35 30
39,930.00 475,500.00
65,625.00 56,250.00
3,062.50 2,625.00
17,446.80 17,446.80
14,973.00 14,973.00
141,037.30 566,794.80
41 Truck Fuso
30
46,585.00
56,250.00
2,625.00
17,446.80
14,973.00
137,879.80
42 Dump Truck Mitsubishi Fv 415 43 Mesin Las Listrik 120 A
80 18
75,000.00 13,310.00
150,000.00 33,750.00
7,000.00 1,575.00
17,446.80 17,446.80
14,973.00 14,973.00
264,419.80 81,054.80
44 Mesin Pompa Air 3" 45 Stamper / Compactor Caterpilar
18 3.5
12,478.13 725,000.00
33,750.00 6,562.50
1,575.00 306.25
17,446.80 17,446.80
14,973.00 14,973.00
80,222.93 764,288.55
46 Air Compresor CXA 60 Dd Atlas
40
62,500.00
75,000.00
3,500.00
17,446.80
14,973.00
173,419.80
47 Pump Water (5cm) 30 m3/hari KT-40 Kubota 48 Trailer Towed 1 Ton
10 60
8,318.75 13,310.00
18,750.00 112,500.00
875.00 5,250.00
17,446.80 17,446.80
14,973.00 14,973.00
60,363.55 163,479.80
49 Water Tank Truck
60
99,825.00
112,500.00
5,250.00
17,446.80
14,973.00
249,994.80
16.85 60
15,000.00 43,390.60
25,275.00 112,500.00
1,474.38 5,250.00
21,808.50 17,446.80
56,148.75 14,973.00
119,706.63 193,560.40
52 Tug Boat (Large) 53 Transportation Barge /Ponton 261 GRT/600 CU YDS
300 80
143,748.00 143,748.00
562,500.00 150,000.00
26,250.00 7,000.00
17,446.80 17,446.80
14,973.00 14,973.00
764,917.80 333,167.80
54 Pilling Barge
145
143,748.00
271,875.00
12,687.50
17,446.80
14,973.00
460,730.30
55 Small Barge 100 GRT 56 Diesell Hammer/K-25 Kobelco
125 80
99,825.00 90,508.00
234,375.00 150,000.00
10,937.50 7,000.00
17,446.80 17,446.80
14,973.00 14,973.00
377,557.30 279,927.80
50 Generator Set D300/1 Yanmar 51 Concrete Pump 40 M3/Hari
57 Forklift Kapasitas 25 Ton
40
450,000.00
75,000.00
3,500.00
17,446.80
14,973.00
560,919.80
58 Cutter Suction Dredger 12 "
690
299,475.00
1,293,750.00
60,375.00
17,446.80
14,973.00
1,686,019.80
59 Drakline + clamshell
180
212,960.00
337,500.00
15,750.00
17,446.80
14,973.00
598,629.80
KUBIKASI/CALCULATION SHEET PEKERJAAN PEMATANGAN LAHAN UPI
NO.
URAIAN PEKERJAAN
1
2
1 2 3 4 5 6 7 8 9
PEKERJAAN PERSIAPAN Pengukuran dan Pemasangan Bowplank Pembersihan Lokasi Pekerjaan Papan Nama Proyek 80X120 Cm Pembuatan Direksi Keet Atap Abses Gelombang, Dinding Triplek Pagar Pengaman Dengan Seng Gelombang Tinggi 2 m Foto Dokumentasi dengan Camera Digital tanpa Film Listrik Kerja Air Kerja Mobilisasi dan Demobilisasi Peralatan
1 2 3 4 5 6 7 8 9
PEKERJAAN PEMATANGAN LAHAN Pekerjaan kuras/keruk lumpur dan sampah permukaan Pembuangan sampah dan lumpur keluar lokasi Pekerjaan Pasang Raft Bambu Pekerjaan Pemasangan Anyaman Bambu Pekerjaan pasang Geotextile Pekerjaan pemasangan Balok Beton Pekerjaan Pemasangan Bronjong Pekerjaan Pemasangan Pondasi Batu Kali Pekerjaaan Urugan Sirdam
I
II
Panjang Diameter Panjang/t Lebar (m) Tinggi (m) Luas (m²) (m) (m) ebal (m¹) 3
4
6
5
0
0
6 0
4
0.3
85
0.5
0.6
0
1
1.2
6
7
koefisien (kg/m¹) 10
Jumlah 9
21,858
6
Volume (m3) 11
Total Volume
Sat.
12
13
810.20 21,857.60 1.00 24.00 1.00 1.00 1.00 1.00
m' m2 bh m2 m' ls ls ls ls
6,557.28 6,557.28 21,857.60 21,857.60 21,857.60 153.00
m3 m3 m2 m2 m2 m3 m3 m3 m3
46,287.84
KUBIKASI/CALCULATION SHEET PEKERJAAN PEMATANGAN LAHAN UPI Gbr/ Ket. 14
LUAS
19,343 m2
Cross
Galian
luas (m2) Timbunan
10.58
169.483
40.58
166.92
70.58
163.013
100.58
161.195
130.58
147.404
148.19
84.166
164.143
92.676
175.81
68.512
189.72
206.953
208.75
260.101
224.88
270.048
239.87
323.172
253.84
300.613
266.9
274.295
luas Rata2 (m2) Galian Timbunan
Panjang (m)
168.2015
30
164.9665
30
162.104
30
154.2995
30
115.785
17.61
88.421
15.953
80.594
11.667
137.7325
13.91
233.527
19.03
265.0745
16.13
296.61
14.99
311.8925
13.97
287.454
13.06 256.32
Volum rencana Selisih Selisih
921.60 m3 46,148.39 m3 2.38579280339141 m
Volume Rata2 (m3) Galian Timbunan 5,046.05 4,949.00 4,863.12 4,628.99 2,038.97 1,410.58 940.29 1,915.86 4,444.02 4,275.65 4,446.18 4,357.14 3,754.15 47,069.99
