KOREKSI ARITMATIK PEMEL. BERKALA JALAN WANGGA LOBONG

TABEL KOREKSI ARITMATIK
KEGIATAN
PEKERJAAN
LOKASI

:
:
:

REHABILITASI/PEMELIHARAAN JALAN
PEMELIHARAAN BERKALA JALAN WANGGA - LOBONG
KECAMATAN PASSI BARAT

Halaman : 1
HPS

No. Mata
Pembayaran

Uraian


Satuan

Kuantitas

Harga
Satuan
(Rupiah)

DIVISI 1. UMUM
1.2

Mobilisasi

CV. PUTRA TOTABUAN
Jumlah
Harga-harga
(Rupiah)

Harga
Satuan

(Rupiah)

17,045,000.00
Ls

1.00

17,045,000.00

17,045,000.00

Harga
Satuan
(Rupiah)

Jumlah

33,585,000.00

CV. FITRA SILVANA

Harga-

harga
(Rupiah)

33,585,000.00
33,585,000.00

128,476,068.00

DIVISI 2. DRAINASE

CV. POGUGUL JAYA

Jumlah
Harga-harga
(Rupiah)

Harga
Satuan

(Rupiah)

Jumlah
harga

32,685,000.00
32,685,000.00

101,474,844.73

32,685,000.00

CV. SINAR MOLI JAYA
Harga(Rupiah)

Harga
Satuan
(Rupiah)

33,585,000.00

33,585,000.00

104,437,373.01

33,585,000.00

CV. MAKMUR PUTRA

Jumlah
Harga-harga
(Rupiah)

Harga
Satuan
(Rupiah)

Jumlah
harga
(Rupiah)


33,110,000.00
33,110,000.00

100,451,454.40

33,110,000.00

CV. FAJAR AGUNG
Harga-

Harga

Satuan
(Rupiah)

165,100,000.00
165,100,000.00

100,460,637.85


165,100,000.00

CV. CAKRA MAS

Jumlah
Harga-harga
(Rupiah)

Harga
Satuan
(Rupiah)

Jumlah

165,100,000.00
165,100,000.00

103,578,144.58

165,100,000.00


Hargaharga
(Rupiah)

165,100,000.00
165,100,000.00

103,578,144.58

165,100,000.00
103,578,144.58

3

369.00

53,453.53

19,724,352.57


39,343.25

14,517,659.25

38,990.57

14,387,520.33

41,229.50

15,213,685.50

41,433.76

15,289,057.44

53,696.80

19,814,119.20


53,696.80

19,814,119.20

53,696.80

19,814,119.20

147.40

737,799.97

108,751,715.43

589,940.20

86,957,185.48

610,921.66


90,049,852.68

578,275.23

85,237,768.90

577,826.19

85,171,580.41

568,276.97

83,764,025.38

568,276.97

83,764,025.38

568,276.97

83,764,025.38

2.1

Galian untuk Selokan Drainase dan Saluran Air

M

2.2

Pasangan Batu dengan Mortar

M3

7,255,152.28

DIVISI 3. PEKERJAAN TANAH

23,809,503.60

17,313,881.25

27,299,912.01

27,300,975.12

70,569,202.02

70,569,202.02

70,569,202.02

3.1.1

Galian Biasa

M3

-

3.2.2

Timbunan Biasa

M3

18.00
975.00

289,567.60

5,212,216.80

158,470.20

2,852,463.60

150,428.25

2,707,708.50

168,601.32

3,034,823.76

169,378.09

3,048,805.62

97,814.64

1,760,663.52

97,814.64

1,760,663.52

97,814.64

1,760,663.52

2,095.32

2,042,935.48

21,494.40

20,957,040.00

14,980.69

14,606,172.75

24,887.27

24,265,088.25

24,874.02

24,252,169.50

70,572.86

68,808,538.50

70,572.86

68,808,538.50

70,572.86

68,808,538.50

3.3

Pembersihan dan Pengupasan Lahan

M

2

-

-

-

243,898,869.58

DIVISI 5. PERKERASAN BERBUTIR

-

-

201,563,667.46

-

199,665,186.09

-

-

205,452,257.01

-

-

206,415,766.52

-

-

158,373,542.81

-

-

158,373,542.81

-

158,373,542.81

5.1.1

Lapis Pondasi Agregat Kelas A

M3

Lapis Pondasi Agregat Kelas B

M3

315.00
-

747,096.24

5.1.2
5.2.1

Lapis Pondasi Agregat Kelas C

M3

22.75

376,419.97

Liter

1,732.50

9,589.57

Laston Lapis Antara (AC-BC) (gradasi halus/kasar)

Ton

434.70

581,636.17

252,837,242.19

539,146.10

234,366,809.67

535,278.69

232,685,646.54

546,016.91

237,353,550.78

549,583.39

238,903,899.63

363,849.05

158,165,182.04

363,849.05

158,165,182.04

363,849.05

158,165,182.04

Aspal Minyak

Ton

23.91

9,570,000.00

228,804,345.00

10,804,702.00

258,324,217.77

10,804,587.00

258,321,468.29

10,806,030.00

258,355,968.26

10,806,226.00

258,360,654.32

7,220,449.09

172,630,107.07

7,984,085.45

190,887,506.98

8,394,540.00

200,700,859.59

Kg

8,694.00

1,300.00

11,302,200.00

1,504.50

13,080,123.00

1,577.08

13,711,133.52

1,456.31

12,661,159.14

1,456.35

12,661,506.90

1,260.00

10,954,440.00

1,260.00

10,954,440.00

1,260.00

10,954,440.00

69.55

41,100.00

2,858,587.20

36,000.00

2,503,872.00

48,000.00

3,338,496.00

42,000.00

2,921,184.00

42,000.00

2,921,184.00

33,000.00

2,295,216.00

33,000.00

2,295,216.00

33,000.00

2,295,216.00

-

6.3(6a)
6.3.8.a

Lapis Resap Pengikat - Aspal Cair

6.3.10a

Bahan Pengisi (Filler) Tambahan (Semen)

6.4.(6)

Bahan Anti Pengelupasan (anti stripping agent)

8,563,554.32

604,579.06

Liter

16,613,930.85

190,442,403.90

488,846.75

512,416,305.24

DIVISI 6. PERKERASAN ASPAL
6.1 (1) (a)

235,335,315.26

11,121,263.56

488,529.05

528,874,586.04
11,890.08

20,599,563.60

-

DIVISI 7. STRUKTUR

598,575.08

188,551,150.20
11,114,035.89

616,933.33
488,714.64

528,837,579.43
11,994.71

-

20,780,835.08

194,333,998.95
11,118,258.06

619,836.71
490,866.06

531,972,957.22
11,937.14

-

20,681,095.05

195,248,563.65
11,167,202.87

483,724.61
263,749.04

533,634,005.08
11,998.13

-

20,786,760.23

152,373,252.15
6,000,290.66

483,724.61
263,749.04

363,196,346.60
11,054.20

-

19,151,401.50

152,373,252.15
6,000,290.66

483,724.61
263,749.04

382,607,123.74
11,719.93

-

20,304,778.73

152,373,252.15
6,000,290.66
393,040,416.83

12,077.76

-

20,924,719.20

-

7.1 (7)

Beton mutu sedang dengan fc’= 20 MPa (K-250)

M

-

-

7.1 (8)

Beton mutu rendah dengan fc’= 15 MPa (K-175)

M3

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

7.3 (1)
7.9

Baja Tulangan BJ 24 Polos

Kg

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

3

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Pasangan Batu
Jumlah
PPN 10%
JUMLAH + PPN

Dibulatkan
Penawaran :
Selisih Koreksi

M

3

-

-

-

-

-

-

-

-

-

-

-

-

-

-

909,091,395.10

889,307,601.83

882,939,019.78

898,761,580.64

900,921,384.56

860,817,236.01

880,228,013.15

-

890,661,306.23

90,909,139.51

88,930,760.18

88,293,901.98

89,876,158.06

90,092,138.46

86,081,723.60

88,022,801.31

89,066,130.62

1,000,000,534.61

978,238,362.01

971,232,921.76

988,637,738.70

991,013,523.02

946,898,959.61

968,250,814.46

979,727,436.85

1,000,000,000.00

978,238,000.00

971,232,000.00

988,637,000.00

991,013,000.00

946,898,000.00

968,250,000.00

979,727,000.00

978,256,000.00

971,250,000.00

988,655,000.00

991,031,000.00

946,910,000.00

968,263,000.00

979,741,000.00

(18,000.00)

Lolak,
April 2013
POKJA JASA KONSTRUKSI

(18,000.00)

(18,000.00)

(18,000.00)

(12,000.00)

(13,000.00)

(14,000.00)