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)
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)