Bill of Quantity: Perkiraan Harga Jumlah Kuantitas Satuan Harga (RP) (RP) A B C D e F (Dxe) No. Uraian Satuan
Bill of Quantity: Perkiraan Harga Jumlah Kuantitas Satuan Harga (RP) (RP) A B C D e F (Dxe) No. Uraian Satuan
Bill of Quantity: Perkiraan Harga Jumlah Kuantitas Satuan Harga (RP) (RP) A B C D e F (Dxe) No. Uraian Satuan
SATUAN KERJA
PEKERJAAN
LOKASI
TAHUN ANGGARAN
PENAWAR
No.
Uraian
a
A.
Satuan
c
Perkiraan
Harga
Jumlah
Kuantitas
Satuan
Harga
( Rp )
e
( Rp )
f=(dxe)
PEKERJAAN PERSIAPAN
M2
36.00
1,500,000.00
54,000,000.00
Paket
1.00
74,250,000.00
74,250,000.00
M2
34,695.00
821.43
Sub Jumlah
B.
28,499,464.29
156,749,464.29
M2
12,600.00
20,271.15
255,416,435.93
M3
152.00
3,703,498.35
562,931,748.54
M2
21,000.00
20,271.15
425,694,059.88
M2
21,000.00
190,014.29
3,990,300,194.68
Marka Landasan
M2
960.00
86,367.23
C.
Sub Jumlah
OVERLAY TAXI WAY EXISTING TERMASUK FILLET 23 X 187 METER
82,912,539.23
5,317,254,978.27
M2
4,485.00
20,271.15
90,916,088.50
M2
4,485.00
190,014.29
852,214,113.01
Marka Taxiway
M2
189.00
86,367.23
M2
Tone
3,444.00
20,271.15
69,813,825.82
67.32
3,703,498.35
249,319,508.63
Sub Jumlah
D.
16,323,406.16
1,278,586,942.12
4
5
M2
8,560.00
20,271.15
173,521,007.27
140.00
3,703,498.35
518,489,768.40
M2
8,560.00
20,271.15
173,521,007.27
M2
8,560.00
190,014.29
1,626,522,365.07
Marka Landasan
M2
151.67
86,367.23
Tone
Sub Jumlah
13,099,317.53
2,505,153,465.53
E.
M3
390.00
39,913.21
M2
650.00
3,876.88
2,519,969.33
M3
260.00
271,788.61
70,665,039.64
545,669.76
53,202,802.01
Prime Coat
M3
M2
97.50
650.00
37,216.61
24,190,794.48
M3
48.75
3,669,680.45
178,896,921.84
M2
650.00
20,271.15
13,176,244.71
AC 5 Cm
M2
650.00
190,014.29
123,509,291.74
Marka Landasan
M2
54.00
86,367.23
4,663,830.33
Sub Jumlah
Ke halaman 2
15,566,153.82
486,391,047.91