KOREKSI PEMEL. BERKALA JALAN MOPUSI MENGKANG
TABEL KOREKSI ARITMATIK
KEGIATAN
:
REHABILITASI/PEMELIHARAAN JALAN
PEKERJAAN
:
PEMELIHARAAN BERKALA JALAN MOPUSI - MENGKANG
LOKASI
:
KECAMATAN LOLAYAN
HPS
No. Mata
Pembayaran
Uraian
Satuan
Kuantitas
Harga
Satuan
(Rupiah)
DIVISI 1. UMUM
1.2
Mobilisasi
CV. TRI UTAMA ABADI
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
16,812,000.00
Ls
1.00
16,812,000.00
16,812,000.00
CV. NIRWARNA KARYA
Harga
Satuan
(Rupiah)
27,450,000.00
27,450,000.00
205,861,424.04
DIVISI 2. DRAINASE
Jumlah
Harga-harga
(Rupiah)
27,450,000.00
Jumlah
Harga-harga
(Rupiah)
CV. SINAR MOKIKIT
Harga
Satuan
(Rupiah)
28,900,000.00
28,900,000.00
208,820,625.83
28,900,000.00
Jumlah
Harga-harga
(Rupiah)
29,345,000.00
29,345,000.00
209,867,655.12
29,345,000.00
209,867,655.12
2.1
Galian untuk Selokan Drainase dan Saluran Air
M
3
37.00
53,453.53
1,977,780.61
60,810.32
2,249,981.84
60,888.12
2,252,860.44
60,888.12
2,252,860.44
2.2
Pasangan Batu dengan Mortar
M
3
276.34
737,799.97
203,883,643.43
747,523.50
206,570,643.99
751,302.00
207,614,794.68
751,302.00
207,614,794.68
40,733,172.10
DIVISI 3. PEKERJAAN TANAH
27,868,909.59
27,887,430.43
27,887,430.43
3.1.1
Galian Biasa
M
3
33.00
57,052.50
1,882,732.50
55,560.12
1,833,483.96
55,638.75
1,836,078.75
55,638.75
1,836,078.75
3.2.2
Timbunan Biasa
M
3
131.62
289,567.60
38,112,887.51
182,110.33
23,969,361.63
182,216.22
23,983,298.88
182,216.22
23,983,298.88
Pembersihan dan Pengupasan Lahan
M
2
352.00
2,095.32
737,552.09
5,869.50
2,066,064.00
5,875.15
2,068,052.80
5,875.15
2,068,052.80
3.3
388,722,976.58
DIVISI 5. PERKERASAN BERBUTIR
339,842,537.40
338,083,814.10
338,083,814.10
5.1.1
Lapis Pondasi Agregat Kelas A
M
3
410.00
747,096.24
306,309,457.96
612,767.02
251,234,478.20
609,446.29
249,872,978.90
609,446.29
249,872,978.90
5.1.2
Lapis Pondasi Agregat Kelas B
M
3
80.00
653,749.01
52,299,921.02
573,546.05
45,883,684.00
570,200.54
45,616,043.20
570,200.54
45,616,043.20
5.2.1
Lapis Pondasi Agregat Kelas C
M
3
80.00
376,419.97
30,113,597.60
534,054.69
42,724,375.20
532,434.90
42,594,792.00
532,434.90
42,594,792.00
600,588,011.25
DIVISI 6. PERKERASAN ASPAL
6.1 (1) (a)
6.3(6a)
659,550,540.48
659,608,699.53
659,811,559.53
Lapis Resap Pengikat - Aspal Cair
Liter
2,310.00
9,589.57
22,151,907.80
14,798.10
34,183,611.00
14,863.50
34,334,685.00
14,863.50
34,334,685.00
Laston Lapis Antara (AC-BC) (gradasi halus/kasar)
Ton
507.15
581,636.17
294,976,782.55
608,630.06
308,666,734.93
604,035.70
306,336,705.26
604,035.70
306,336,705.26
6.3.8.a
Aspal Minyak
Ton
27.89
9,570,000.00
266,938,402.50
10,575,579.30
294,987,277.31
10,648,509.30
297,021,532.03
10,648,509.30
297,021,532.03
6.3.10a
Bahan Pengisi (Filler) Tambahan (Semen)
Kg
10,143.00
1,300.00
13,185,900.00
1,380.68
14,004,237.24
1,380.68
14,004,237.24
1,380.68
14,004,237.24
6.4.(6)
Bahan Anti Pengelupasan (anti stripping agent)
81.14
41,100.00
3,335,018.40
95,000.00
7,708,680.00
97,500.00
7,911,540.00
100,000.00
Liter
110,919,211.35
DIVISI 7. STRUKTUR
98,162,789.42
98,544,295.76
8,114,400.00
98,544,295.76
7.1 (7)
Beton mutu sedang dengan fc’= 20 MPa (K-250)
M
3
5.40
2,281,390.08
12,319,506.44
1,184,239.37
6,394,892.60
1,185,648.35
6,402,501.09
1,185,648.35
6,402,501.09
7.1 (8)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
M
3
1.80
1,384,056.01
2,491,300.82
1,041,947.43
1,875,505.37
1,043,367.66
1,878,061.79
1,043,367.66
1,878,061.79
7.3 (1)
7.9
Baja Tulangan BJ 24 Polos
Kg
729.00
15,891.70
11,585,049.30
21,659.69
15,789,914.01
21,683.75
15,807,453.75
21,683.75
15,807,453.75
Pasangan Batu
M
3
101.16
835,542.10
84,523,354.79
732,528.18
74,102,477.44
736,025.63
74,456,279.13
736,025.63
74,456,279.13
Jumlah
PPN 10%
JUMLAH + PPN
Dibulatkan
Penawaran :
Selisih Koreksi
1,363,636,795.32
1,361,695,402.72
1,362,891,894.93
136,363,679.53
136,169,540.27
136,289,189.49
136,353,975.49
1,500,000,474.85
1,497,864,942.99
1,499,181,084.42
1,499,893,730.42
1,500,000,000.00
1,497,864,000.00
1,499,181,000.00
1,499,893,000.00
1,497,826,000.00
1,499,142,000.00
1,499,855,000.00
38,000.00
39,000.00
38,000.00
Lolak,
April 2013
POKJA JASA KONSTRUKSI
1,363,539,754.93
KEGIATAN
:
REHABILITASI/PEMELIHARAAN JALAN
PEKERJAAN
:
PEMELIHARAAN BERKALA JALAN MOPUSI - MENGKANG
LOKASI
:
KECAMATAN LOLAYAN
HPS
No. Mata
Pembayaran
Uraian
Satuan
Kuantitas
Harga
Satuan
(Rupiah)
DIVISI 1. UMUM
1.2
Mobilisasi
CV. TRI UTAMA ABADI
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
16,812,000.00
Ls
1.00
16,812,000.00
16,812,000.00
CV. NIRWARNA KARYA
Harga
Satuan
(Rupiah)
27,450,000.00
27,450,000.00
205,861,424.04
DIVISI 2. DRAINASE
Jumlah
Harga-harga
(Rupiah)
27,450,000.00
Jumlah
Harga-harga
(Rupiah)
CV. SINAR MOKIKIT
Harga
Satuan
(Rupiah)
28,900,000.00
28,900,000.00
208,820,625.83
28,900,000.00
Jumlah
Harga-harga
(Rupiah)
29,345,000.00
29,345,000.00
209,867,655.12
29,345,000.00
209,867,655.12
2.1
Galian untuk Selokan Drainase dan Saluran Air
M
3
37.00
53,453.53
1,977,780.61
60,810.32
2,249,981.84
60,888.12
2,252,860.44
60,888.12
2,252,860.44
2.2
Pasangan Batu dengan Mortar
M
3
276.34
737,799.97
203,883,643.43
747,523.50
206,570,643.99
751,302.00
207,614,794.68
751,302.00
207,614,794.68
40,733,172.10
DIVISI 3. PEKERJAAN TANAH
27,868,909.59
27,887,430.43
27,887,430.43
3.1.1
Galian Biasa
M
3
33.00
57,052.50
1,882,732.50
55,560.12
1,833,483.96
55,638.75
1,836,078.75
55,638.75
1,836,078.75
3.2.2
Timbunan Biasa
M
3
131.62
289,567.60
38,112,887.51
182,110.33
23,969,361.63
182,216.22
23,983,298.88
182,216.22
23,983,298.88
Pembersihan dan Pengupasan Lahan
M
2
352.00
2,095.32
737,552.09
5,869.50
2,066,064.00
5,875.15
2,068,052.80
5,875.15
2,068,052.80
3.3
388,722,976.58
DIVISI 5. PERKERASAN BERBUTIR
339,842,537.40
338,083,814.10
338,083,814.10
5.1.1
Lapis Pondasi Agregat Kelas A
M
3
410.00
747,096.24
306,309,457.96
612,767.02
251,234,478.20
609,446.29
249,872,978.90
609,446.29
249,872,978.90
5.1.2
Lapis Pondasi Agregat Kelas B
M
3
80.00
653,749.01
52,299,921.02
573,546.05
45,883,684.00
570,200.54
45,616,043.20
570,200.54
45,616,043.20
5.2.1
Lapis Pondasi Agregat Kelas C
M
3
80.00
376,419.97
30,113,597.60
534,054.69
42,724,375.20
532,434.90
42,594,792.00
532,434.90
42,594,792.00
600,588,011.25
DIVISI 6. PERKERASAN ASPAL
6.1 (1) (a)
6.3(6a)
659,550,540.48
659,608,699.53
659,811,559.53
Lapis Resap Pengikat - Aspal Cair
Liter
2,310.00
9,589.57
22,151,907.80
14,798.10
34,183,611.00
14,863.50
34,334,685.00
14,863.50
34,334,685.00
Laston Lapis Antara (AC-BC) (gradasi halus/kasar)
Ton
507.15
581,636.17
294,976,782.55
608,630.06
308,666,734.93
604,035.70
306,336,705.26
604,035.70
306,336,705.26
6.3.8.a
Aspal Minyak
Ton
27.89
9,570,000.00
266,938,402.50
10,575,579.30
294,987,277.31
10,648,509.30
297,021,532.03
10,648,509.30
297,021,532.03
6.3.10a
Bahan Pengisi (Filler) Tambahan (Semen)
Kg
10,143.00
1,300.00
13,185,900.00
1,380.68
14,004,237.24
1,380.68
14,004,237.24
1,380.68
14,004,237.24
6.4.(6)
Bahan Anti Pengelupasan (anti stripping agent)
81.14
41,100.00
3,335,018.40
95,000.00
7,708,680.00
97,500.00
7,911,540.00
100,000.00
Liter
110,919,211.35
DIVISI 7. STRUKTUR
98,162,789.42
98,544,295.76
8,114,400.00
98,544,295.76
7.1 (7)
Beton mutu sedang dengan fc’= 20 MPa (K-250)
M
3
5.40
2,281,390.08
12,319,506.44
1,184,239.37
6,394,892.60
1,185,648.35
6,402,501.09
1,185,648.35
6,402,501.09
7.1 (8)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
M
3
1.80
1,384,056.01
2,491,300.82
1,041,947.43
1,875,505.37
1,043,367.66
1,878,061.79
1,043,367.66
1,878,061.79
7.3 (1)
7.9
Baja Tulangan BJ 24 Polos
Kg
729.00
15,891.70
11,585,049.30
21,659.69
15,789,914.01
21,683.75
15,807,453.75
21,683.75
15,807,453.75
Pasangan Batu
M
3
101.16
835,542.10
84,523,354.79
732,528.18
74,102,477.44
736,025.63
74,456,279.13
736,025.63
74,456,279.13
Jumlah
PPN 10%
JUMLAH + PPN
Dibulatkan
Penawaran :
Selisih Koreksi
1,363,636,795.32
1,361,695,402.72
1,362,891,894.93
136,363,679.53
136,169,540.27
136,289,189.49
136,353,975.49
1,500,000,474.85
1,497,864,942.99
1,499,181,084.42
1,499,893,730.42
1,500,000,000.00
1,497,864,000.00
1,499,181,000.00
1,499,893,000.00
1,497,826,000.00
1,499,142,000.00
1,499,855,000.00
38,000.00
39,000.00
38,000.00
Lolak,
April 2013
POKJA JASA KONSTRUKSI
1,363,539,754.93