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Bill of Quantity: Perkiraan Harga Jumlah Kuantitas Satuan Harga (RP) (RP) A B C D e F (Dxe) No. Uraian Satuan

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BILL OF QUANTITY

SATUAN KERJA
PEKERJAAN

: Satuan Kerja Bandara Rembele


: Pelapisan Landasan Pacu Existing (30 x 700 M'), Taxiway Existing (23 x 187m)
Apron Existing (80 x 107 M'), Pemenuhan Standart Runway Strip 24.000 M2 dan
Perluasan Turning (650 M2) dan Marking
: Bandara Rembele Kabupaten Bener Meriah
: APBN 2014
: PT. Flamboyant Huma Arta

LOKASI
TAHUN ANGGARAN
PENAWAR
No.

Uraian

a
A.

Satuan
c

Perkiraan

Harga

Jumlah

Kuantitas

Satuan

Harga

( Rp )
e

( Rp )
f=(dxe)

PEKERJAAN PERSIAPAN

Pembuatan barak kerja

M2

36.00

1,500,000.00

54,000,000.00

Mobilisasi dan Demobilisasi

Paket

1.00

74,250,000.00

74,250,000.00

Pengukuran awal dan akhir

M2

34,695.00

821.43

Sub Jumlah
B.

28,499,464.29
156,749,464.29

OVERLAY RUNWAY EXISTING 30 X 700 METER

Tack Coat (Lapis Pengikat 1 Kg/M2)

M2

12,600.00

20,271.15

255,416,435.93

Leveling landasan Aspal ATBL

M3

152.00

3,703,498.35

562,931,748.54

Tack Coat (Lapis Pengikat 1 Kg/M2)

M2

21,000.00

20,271.15

425,694,059.88

Overlay dengan Aspal AC tebal 5 Cm

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

Tack Coat (Lapis Pengikat 1 Kg/M2)

Leveling landasan Aspal ATBL

Tack Coat (Lapis Pengikat 1 Kg/M2)

M2

4,485.00

20,271.15

90,916,088.50

Overlay dengan Aspal AC tebal 5 Cm

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

OVERLAY APRON EXISTING 107 X 80 METER

Tack Coat (Lapis Pengikat 1 Kg/M2)

Leveling Apron Aspal ATBL

Tack Coat (Lapis Pengikat 1 Kg/M2)

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

Overlay dengan Aspal AC tebal 5 Cm

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.

PERLUASAN TURNING AREA 650 M2

Galian tanah dan pembuangan

M3

390.00

39,913.21

Pemadatan tanah dasar

M2

650.00

3,876.88

2,519,969.33

Sub Base course tebal 40 Cm

M3

260.00

271,788.61

70,665,039.64

Base course tebal 25 Cm

545,669.76

53,202,802.01

Prime Coat

M3
M2

97.50

650.00

37,216.61

24,190,794.48

Aspalt ATB tebal 7,5 Cm

M3

48.75

3,669,680.45

178,896,921.84

Tack Coat (Lapis Pengikat 1 Kg/M2)

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

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