Koreksi Aritmatik . 2
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
CV. BOLAANG MONGONDOW
TOTABUAN RAYA
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. MUCHTAR JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
6,905,000.00
6,905,000.00
6,890,000.00
6,890,000.00
770.00
M3
45,010.21
34,657,861.70
34,372.35
26,466,709.50
39,743.22
30,602,279.40
60.00
341,140.81
20,468,448.60
209,682.06
12,580,923.60
213,968.18
12,838,090.80
292,647.02
289,720,549.80
198,801.94
196,813,920.60
209,311.78
207,218,662.20
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
520.42
5,724,620.00
517.61
5,693,710.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,248,088.17
2,995,411.61
1,285,581.42
3,085,395.41
1,306,751.78
1,881,722.56
984,660.31
1,417,910.85
1,032,524.44
1,486,835.19
646.95
Kg
M3
990.00
17.16
15,649.70
10,124,573.42
11,814.83
7,643,604.27
12,543.58
8,115,069.08
770,326.32
13,218,799.65
504,763.35
8,661,739.09
537,833.30
9,229,219.43
398,827,278.13
269,209,839.51
285,159,261.51
39,882,727.81
26,920,983.95
28,515,926.15
JUMLAH + PPN
438,710,005.94
296,130,823.46
313,675,187.66
Dibulatkan
438,710,000.00
296,130,000.00
313,675,000.00
296,130,000.00
313,675,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. GEMI NI I NDAH
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. ADHI GUNA JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. DI AN GRAHA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. EXPERT TOTAL SOLUTI ON
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
9,646,000.00
9,646,000.00
16,280,000.00
16,280,000.00
15,175,000.00
15,175,000.00
5,700,000.00
5,700,000.00
770.00
M3
45,010.21
34,657,861.70
39,303.50
30,263,695.00
44,329.93
34,134,046.10
35,813.89
27,576,695.30
45,010.21
34,657,861.70
60.00
341,140.81
20,468,448.60
246,676.96
14,800,617.60
150,916.51
9,054,990.60
194,316.71
11,659,002.60
233,451.39
14,007,083.40
292,647.02
289,720,549.80
231,399.01
229,085,019.90
209,217.21
207,125,037.90
217,530.12
215,354,818.80
209,093.39
207,002,456.10
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
569.88
6,268,680.00
1,854.41
20,398,510.00
1,979.86
21,778,460.00
1,412.08
15,532,880.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,739,799.67
4,175,519.21
1,754,636.65
4,211,127.96
1,306,581.53
3,135,795.67
2,579,492.01
6,190,780.82
1,306,751.78
1,881,722.56
1,211,282.22
1,744,246.40
1,281,218.76
1,844,955.01
1,046,710.75
1,507,263.48
2,244,437.64
646.95
Kg
M3
990.00
17.16
3,231,990.20
15,649.70
10,124,573.42
12,771.83
8,262,735.42
19,382.34
12,539,404.86
12,402.50
8,023,797.38
17,511.05
11,328,773.80
770,326.32
13,218,799.65
653,203.63
11,208,974.29
726,460.81
12,466,067.50
519,688.12
8,917,848.14
770,326.32
13,218,799.65
398,827,278.13
315,455,487.81
318,054,139.94
313,128,681.37
310,870,625.67
39,882,727.81
31,545,548.78
31,805,413.99
31,312,868.14
31,087,062.57
JUMLAH + PPN
438,710,005.94
347,001,036.60
349,859,553.93
344,441,549.50
341,957,688.24
Dibulatkan
438,710,000.00
347,000,000.00
349,859,000.00
344,441,000.00
341,957,000.00
347,000,000.00
349,859,000.00
344,441,000.00
341,957,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. TANEL
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. PUTRA TOTABUAN
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
CV. TERATAI MAS
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. CAKRAWALA I NDAH
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
16,500,000.00
16,500,000.00
17,040,000.00
17,040,000.00
17,277,500.00
17,277,500.00
10,750,000.00
10,750,000.00
770.00
M3
45,010.21
34,657,861.70
54,591.11
42,035,154.70
26,323.13
20,268,810.10
44,207.32
34,039,636.40
60,561.94
46,632,693.80
60.00
341,140.81
20,468,448.60
149,290.33
8,957,419.80
114,598.54
6,875,912.40
157,005.06
9,420,303.60
172,788.36
10,367,301.60
292,647.02
289,720,549.80
124,214.75
122,972,602.50
178,516.61
176,731,443.90
214,214.84
212,072,691.60
201,142.35
199,130,926.50
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
9,111.66
100,228,260.00
4,424.70
48,671,700.00
1,850.43
20,354,730.00
2,332.16
25,653,785.30
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,127,776.31
2,706,663.14
2,007,999.95
4,819,199.88
1,794,928.30
4,307,827.92
1,640,948.86
3,938,277.26
1,306,751.78
1,881,722.56
827,882.18
1,192,150.34
1,908,369.16
2,748,051.59
1,301,278.82
1,873,841.50
1,406,614.80
2,025,525.31
646.95
Kg
M3
990.00
17.16
15,649.70
10,124,573.42
23,460.25
15,177,608.74
15,732.00
10,177,817.40
19,327.34
12,503,822.61
14,204.73
9,189,750.07
770,326.32
13,218,799.65
639,735.26
10,977,857.06
689,349.39
11,829,235.53
736,173.34
12,632,734.51
659,193.29
11,311,756.86
398,827,278.13
320,747,716.28
299,162,170.80
324,483,088.15
319,000,016.71
39,882,727.81
32,074,771.63
29,916,217.08
32,448,308.81
31,900,001.67
JUMLAH + PPN
438,710,005.94
352,822,487.91
329,078,387.88
356,931,396.96
350,900,018.38
Dibulatkan
438,710,000.00
352,822,000.00
329,078,000.00
356,931,000.00
350,900,000.00
359,636,000.00
329,078,000.00
356,931,000.00
350,900,000.00
PPN 10%
Penawaran :
Selisih Koreksi
(6,814,000.00)
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. AZZAM JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. TONAWAT
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. FI TRA SI LVANA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. SI NAR MOLI JAYA
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
10,750,000.00
10,750,000.00
16,750,000.00
16,750,000.00
2,500,000.00
2,500,000.00
2,500,000.00
2,500,000.00
770.00
M3
45,010.21
34,657,861.70
55,210.37
42,511,984.90
137,410.50
105,806,085.00
35,036.79
26,978,328.30
34,994.08
26,945,441.60
60.00
341,140.81
20,468,448.60
157,704.25
9,462,255.00
135,482.35
8,128,941.00
236,824.45
14,209,467.00
236,535.77
14,192,146.20
292,647.02
289,720,549.80
187,364.96
185,491,310.40
126,290.53
125,027,624.70
223,570.34
221,334,636.60
223,297.82
221,064,845.76
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
2,288.59
25,174,490.00
4,493.74
49,431,140.00
1,209.43
13,303,719.00
1,207.95
13,287,494.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,596,204.32
3,830,890.37
1,699,970.71
4,079,929.70
1,574,746.55
3,779,391.73
1,572,826.99
3,774,784.79
1,306,751.78
1,881,722.56
1,377,287.78
1,983,294.40
1,652,152.36
2,379,099.40
1,213,004.73
1,746,726.80
1,211,526.12
646.95
Kg
M3
990.00
17.16
1,744,597.61
15,649.70
10,124,573.42
14,092.23
9,116,968.20
20,569.10
13,307,179.25
12,638.66
8,176,577.85
12,623.25
8,166,610.94
770,326.32
13,218,799.65
627,623.63
10,770,021.49
814,756.97
13,981,229.61
671,100.67
11,516,087.43
670,282.62
11,502,049.74
398,827,278.13
299,091,214.76
338,891,228.65
303,544,934.71
303,177,970.64
39,882,727.81
29,909,121.48
33,889,122.87
30,354,493.47
30,317,797.06
JUMLAH + PPN
438,710,005.94
329,000,336.24
372,780,351.52
333,899,428.18
333,495,767.70
Dibulatkan
438,710,000.00
329,000,000.00
372,780,000.00
333,899,000.00
333,495,000.00
329,000,000.00
372,780,000.00
333,899,000.00
333,495,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. PELANGI
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. EN CAHAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. POGOGUL JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. CARAVAN
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
5,550,000.00
5,550,000.00
17,400,000.00
17,400,000.00
17,100,000.00
17,100,000.00
3,960,000.00
3,960,000.00
770.00
M3
45,010.21
34,657,861.70
40,698.56
31,337,891.20
63,421.46
48,834,524.20
25,731.84
19,813,516.80
40,019.34
30,814,891.80
60.00
341,140.81
20,468,448.60
241,326.76
14,479,605.60
117,277.75
7,036,665.00
113,669.64
6,820,178.40
247,249.18
14,834,950.80
292,647.02
289,720,549.80
203,625.42
201,589,165.80
165,816.56
164,158,394.40
175,750.05
173,992,549.50
214,285.87
212,143,011.30
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
1,467.66
16,144,260.00
4,295.96
47,255,560.00
4,328.90
47,617,900.00
1,565.88
17,224,680.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,663,979.65
3,993,551.16
2,060,036.04
4,944,086.50
2,000,677.35
4,801,625.64
1,440,761.60
3,457,827.84
1,306,751.78
1,881,722.56
1,220,150.30
1,757,016.43
1,952,600.59
2,811,744.85
1,908,658.27
2,748,467.91
1,065,393.26
646.95
Kg
M3
990.00
17.16
1,534,166.29
15,649.70
10,124,573.42
15,200.45
9,833,931.13
15,734.88
10,179,680.62
15,737.75
10,181,537.36
14,812.97
9,583,250.94
770,326.32
13,218,799.65
722,787.90
12,403,040.36
728,124.75
12,494,620.71
700,863.96
12,026,825.55
582,289.97
9,992,095.89
398,827,278.13
297,088,461.68
315,115,276.27
295,102,601.16
303,544,874.86
39,882,727.81
29,708,846.17
31,511,527.63
29,510,260.12
30,354,487.49
JUMLAH + PPN
438,710,005.94
326,797,307.85
346,626,803.90
324,612,861.28
333,899,362.35
Dibulatkan
438,710,000.00
326,797,000.00
346,626,000.00
324,612,000.00
333,899,000.00
326,797,000.00
346,626,000.00
324,612,000.00
333,899,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. KHARI SMA PERSADA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. GI TA SAFI RA JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
CV. SERUAN MAJU
Harga Satuan
(Rupiah)
CV. BANGUN SARANA
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
17,400,000.00
17,400,000.00
14,500,000.00
14,500,000.00
5,550,000.00
5,550,000.00
5,390,000.00
5,390,000.00
770.00
M3
45,010.21
34,657,861.70
27,092.74
20,861,409.80
54,591.11
42,035,154.70
41,164.70
31,696,819.00
46,775.74
36,017,319.80
60.00
341,140.81
20,468,448.60
115,807.58
6,948,454.80
141,356.31
8,481,378.60
243,326.73
14,599,603.80
249,219.30
14,953,158.00
292,647.02
289,720,549.80
182,117.53
180,296,354.70
117,614.75
116,438,602.50
207,416.71
205,342,542.90
241,179.39
238,767,596.10
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
4,549.38
50,043,180.00
9,108.51
100,193,610.00
1,446.67
15,913,370.00
1,653.55
18,189,050.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
2,112,012.53
5,068,830.07
1,121,466.60
2,691,519.84
1,724,257.36
4,138,217.66
1,934,388.32
4,642,531.97
1,306,751.78
1,881,722.56
1,986,503.61
2,860,565.20
821,711.02
1,183,263.87
1,221,913.27
1,759,555.11
1,196,400.66
1,722,816.95
646.95
Kg
M3
990.00
17.16
15,649.70
10,124,573.42
16,370.25
10,590,733.24
23,446.50
15,168,713.18
15,478.45
10,013,783.23
15,237.60
9,857,965.32
770,326.32
13,218,799.65
741,312.04
12,720,914.61
622,210.84
10,677,138.01
684,889.10
11,752,696.96
733,742.30
12,591,017.87
398,827,278.13
306,790,442.41
311,369,380.70
300,766,588.66
342,131,456.01
39,882,727.81
30,679,044.24
31,136,938.07
30,076,658.87
34,213,145.60
JUMLAH + PPN
438,710,005.94
337,469,486.66
342,506,318.77
330,843,247.52
376,344,601.61
Dibulatkan
438,710,000.00
337,469,000.00
342,506,000.00
330,843,000.00
376,344,000.00
337,469,000.00
349,320,000.00
330,843,000.00
376,344,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
Lolak, Mei 2013
POKJA JASA KONSTRUKSI ULP
(6,814,000.00)
-
-
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
CV. BOLAANG MONGONDOW
TOTABUAN RAYA
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. MUCHTAR JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
6,905,000.00
6,905,000.00
6,890,000.00
6,890,000.00
770.00
M3
45,010.21
34,657,861.70
34,372.35
26,466,709.50
39,743.22
30,602,279.40
60.00
341,140.81
20,468,448.60
209,682.06
12,580,923.60
213,968.18
12,838,090.80
292,647.02
289,720,549.80
198,801.94
196,813,920.60
209,311.78
207,218,662.20
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
520.42
5,724,620.00
517.61
5,693,710.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,248,088.17
2,995,411.61
1,285,581.42
3,085,395.41
1,306,751.78
1,881,722.56
984,660.31
1,417,910.85
1,032,524.44
1,486,835.19
646.95
Kg
M3
990.00
17.16
15,649.70
10,124,573.42
11,814.83
7,643,604.27
12,543.58
8,115,069.08
770,326.32
13,218,799.65
504,763.35
8,661,739.09
537,833.30
9,229,219.43
398,827,278.13
269,209,839.51
285,159,261.51
39,882,727.81
26,920,983.95
28,515,926.15
JUMLAH + PPN
438,710,005.94
296,130,823.46
313,675,187.66
Dibulatkan
438,710,000.00
296,130,000.00
313,675,000.00
296,130,000.00
313,675,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. GEMI NI I NDAH
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. ADHI GUNA JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. DI AN GRAHA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. EXPERT TOTAL SOLUTI ON
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
9,646,000.00
9,646,000.00
16,280,000.00
16,280,000.00
15,175,000.00
15,175,000.00
5,700,000.00
5,700,000.00
770.00
M3
45,010.21
34,657,861.70
39,303.50
30,263,695.00
44,329.93
34,134,046.10
35,813.89
27,576,695.30
45,010.21
34,657,861.70
60.00
341,140.81
20,468,448.60
246,676.96
14,800,617.60
150,916.51
9,054,990.60
194,316.71
11,659,002.60
233,451.39
14,007,083.40
292,647.02
289,720,549.80
231,399.01
229,085,019.90
209,217.21
207,125,037.90
217,530.12
215,354,818.80
209,093.39
207,002,456.10
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
569.88
6,268,680.00
1,854.41
20,398,510.00
1,979.86
21,778,460.00
1,412.08
15,532,880.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,739,799.67
4,175,519.21
1,754,636.65
4,211,127.96
1,306,581.53
3,135,795.67
2,579,492.01
6,190,780.82
1,306,751.78
1,881,722.56
1,211,282.22
1,744,246.40
1,281,218.76
1,844,955.01
1,046,710.75
1,507,263.48
2,244,437.64
646.95
Kg
M3
990.00
17.16
3,231,990.20
15,649.70
10,124,573.42
12,771.83
8,262,735.42
19,382.34
12,539,404.86
12,402.50
8,023,797.38
17,511.05
11,328,773.80
770,326.32
13,218,799.65
653,203.63
11,208,974.29
726,460.81
12,466,067.50
519,688.12
8,917,848.14
770,326.32
13,218,799.65
398,827,278.13
315,455,487.81
318,054,139.94
313,128,681.37
310,870,625.67
39,882,727.81
31,545,548.78
31,805,413.99
31,312,868.14
31,087,062.57
JUMLAH + PPN
438,710,005.94
347,001,036.60
349,859,553.93
344,441,549.50
341,957,688.24
Dibulatkan
438,710,000.00
347,000,000.00
349,859,000.00
344,441,000.00
341,957,000.00
347,000,000.00
349,859,000.00
344,441,000.00
341,957,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. TANEL
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. PUTRA TOTABUAN
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
CV. TERATAI MAS
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. CAKRAWALA I NDAH
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
16,500,000.00
16,500,000.00
17,040,000.00
17,040,000.00
17,277,500.00
17,277,500.00
10,750,000.00
10,750,000.00
770.00
M3
45,010.21
34,657,861.70
54,591.11
42,035,154.70
26,323.13
20,268,810.10
44,207.32
34,039,636.40
60,561.94
46,632,693.80
60.00
341,140.81
20,468,448.60
149,290.33
8,957,419.80
114,598.54
6,875,912.40
157,005.06
9,420,303.60
172,788.36
10,367,301.60
292,647.02
289,720,549.80
124,214.75
122,972,602.50
178,516.61
176,731,443.90
214,214.84
212,072,691.60
201,142.35
199,130,926.50
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
9,111.66
100,228,260.00
4,424.70
48,671,700.00
1,850.43
20,354,730.00
2,332.16
25,653,785.30
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,127,776.31
2,706,663.14
2,007,999.95
4,819,199.88
1,794,928.30
4,307,827.92
1,640,948.86
3,938,277.26
1,306,751.78
1,881,722.56
827,882.18
1,192,150.34
1,908,369.16
2,748,051.59
1,301,278.82
1,873,841.50
1,406,614.80
2,025,525.31
646.95
Kg
M3
990.00
17.16
15,649.70
10,124,573.42
23,460.25
15,177,608.74
15,732.00
10,177,817.40
19,327.34
12,503,822.61
14,204.73
9,189,750.07
770,326.32
13,218,799.65
639,735.26
10,977,857.06
689,349.39
11,829,235.53
736,173.34
12,632,734.51
659,193.29
11,311,756.86
398,827,278.13
320,747,716.28
299,162,170.80
324,483,088.15
319,000,016.71
39,882,727.81
32,074,771.63
29,916,217.08
32,448,308.81
31,900,001.67
JUMLAH + PPN
438,710,005.94
352,822,487.91
329,078,387.88
356,931,396.96
350,900,018.38
Dibulatkan
438,710,000.00
352,822,000.00
329,078,000.00
356,931,000.00
350,900,000.00
359,636,000.00
329,078,000.00
356,931,000.00
350,900,000.00
PPN 10%
Penawaran :
Selisih Koreksi
(6,814,000.00)
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. AZZAM JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. TONAWAT
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. FI TRA SI LVANA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. SI NAR MOLI JAYA
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
10,750,000.00
10,750,000.00
16,750,000.00
16,750,000.00
2,500,000.00
2,500,000.00
2,500,000.00
2,500,000.00
770.00
M3
45,010.21
34,657,861.70
55,210.37
42,511,984.90
137,410.50
105,806,085.00
35,036.79
26,978,328.30
34,994.08
26,945,441.60
60.00
341,140.81
20,468,448.60
157,704.25
9,462,255.00
135,482.35
8,128,941.00
236,824.45
14,209,467.00
236,535.77
14,192,146.20
292,647.02
289,720,549.80
187,364.96
185,491,310.40
126,290.53
125,027,624.70
223,570.34
221,334,636.60
223,297.82
221,064,845.76
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
2,288.59
25,174,490.00
4,493.74
49,431,140.00
1,209.43
13,303,719.00
1,207.95
13,287,494.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,596,204.32
3,830,890.37
1,699,970.71
4,079,929.70
1,574,746.55
3,779,391.73
1,572,826.99
3,774,784.79
1,306,751.78
1,881,722.56
1,377,287.78
1,983,294.40
1,652,152.36
2,379,099.40
1,213,004.73
1,746,726.80
1,211,526.12
646.95
Kg
M3
990.00
17.16
1,744,597.61
15,649.70
10,124,573.42
14,092.23
9,116,968.20
20,569.10
13,307,179.25
12,638.66
8,176,577.85
12,623.25
8,166,610.94
770,326.32
13,218,799.65
627,623.63
10,770,021.49
814,756.97
13,981,229.61
671,100.67
11,516,087.43
670,282.62
11,502,049.74
398,827,278.13
299,091,214.76
338,891,228.65
303,544,934.71
303,177,970.64
39,882,727.81
29,909,121.48
33,889,122.87
30,354,493.47
30,317,797.06
JUMLAH + PPN
438,710,005.94
329,000,336.24
372,780,351.52
333,899,428.18
333,495,767.70
Dibulatkan
438,710,000.00
329,000,000.00
372,780,000.00
333,899,000.00
333,495,000.00
329,000,000.00
372,780,000.00
333,899,000.00
333,495,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. PELANGI
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. EN CAHAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. POGOGUL JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. CARAVAN
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
5,550,000.00
5,550,000.00
17,400,000.00
17,400,000.00
17,100,000.00
17,100,000.00
3,960,000.00
3,960,000.00
770.00
M3
45,010.21
34,657,861.70
40,698.56
31,337,891.20
63,421.46
48,834,524.20
25,731.84
19,813,516.80
40,019.34
30,814,891.80
60.00
341,140.81
20,468,448.60
241,326.76
14,479,605.60
117,277.75
7,036,665.00
113,669.64
6,820,178.40
247,249.18
14,834,950.80
292,647.02
289,720,549.80
203,625.42
201,589,165.80
165,816.56
164,158,394.40
175,750.05
173,992,549.50
214,285.87
212,143,011.30
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
1,467.66
16,144,260.00
4,295.96
47,255,560.00
4,328.90
47,617,900.00
1,565.88
17,224,680.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
1,663,979.65
3,993,551.16
2,060,036.04
4,944,086.50
2,000,677.35
4,801,625.64
1,440,761.60
3,457,827.84
1,306,751.78
1,881,722.56
1,220,150.30
1,757,016.43
1,952,600.59
2,811,744.85
1,908,658.27
2,748,467.91
1,065,393.26
646.95
Kg
M3
990.00
17.16
1,534,166.29
15,649.70
10,124,573.42
15,200.45
9,833,931.13
15,734.88
10,179,680.62
15,737.75
10,181,537.36
14,812.97
9,583,250.94
770,326.32
13,218,799.65
722,787.90
12,403,040.36
728,124.75
12,494,620.71
700,863.96
12,026,825.55
582,289.97
9,992,095.89
398,827,278.13
297,088,461.68
315,115,276.27
295,102,601.16
303,544,874.86
39,882,727.81
29,708,846.17
31,511,527.63
29,510,260.12
30,354,487.49
JUMLAH + PPN
438,710,005.94
326,797,307.85
346,626,803.90
324,612,861.28
333,899,362.35
Dibulatkan
438,710,000.00
326,797,000.00
346,626,000.00
324,612,000.00
333,899,000.00
326,797,000.00
346,626,000.00
324,612,000.00
333,899,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
-
-
-
TABEL KOREKSI ARITMATIK
Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani ( JUT) Desa Passi I I
Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
HPS
No. Mata
Pembayaran
Uraian
1.2
DIVISI 1. UMUM
Mobilisasi
2.1
DIVISI 2. DRAINASE
Galian untuk Selokan Drainase dan Saluran Air
3.2.2
3.4.1
3.4.1
7.1 (7)
7.1 (8)
7.3 (1)
7.9
DIVISI 3. PEKERJAAN TANAH
Timbunan Pilihan
Timbuhan Pilihan Berbutir
Penyiapan Badan jalan
DIVISI 7. STRUKTUR
Beton mutu sedang dengan fc’= 20 MPa (K-250)
Beton mutu rendah dengan fc’= 15 MPa (K-175)
Baja Tulangan BJ 24 Polos
Pasangan Batu
Jumlah
Kuantitas
Satuan
Harga
Satuan
(Rupiah)
CV. KHARI SMA PERSADA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
CV. GI TA SAFI RA JAYA
Jumlah
Harga-harga
(Rupiah)
Harga Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
CV. SERUAN MAJU
Harga Satuan
(Rupiah)
CV. BANGUN SARANA
Jumlah
Harga-harga
(Rupiah)
Harga
Satuan
(Rupiah)
Jumlah
Harga-harga
(Rupiah)
1.00
Ls
5,700,000.00
5,700,000.00
17,400,000.00
17,400,000.00
14,500,000.00
14,500,000.00
5,550,000.00
5,550,000.00
5,390,000.00
5,390,000.00
770.00
M3
45,010.21
34,657,861.70
27,092.74
20,861,409.80
54,591.11
42,035,154.70
41,164.70
31,696,819.00
46,775.74
36,017,319.80
60.00
341,140.81
20,468,448.60
115,807.58
6,948,454.80
141,356.31
8,481,378.60
243,326.73
14,599,603.80
249,219.30
14,953,158.00
292,647.02
289,720,549.80
182,117.53
180,296,354.70
117,614.75
116,438,602.50
207,416.71
205,342,542.90
241,179.39
238,767,596.10
11,000.00
M3
M2
M2
1,706.86
18,775,460.00
4,549.38
50,043,180.00
9,108.51
100,193,610.00
1,446.67
15,913,370.00
1,653.55
18,189,050.00
2.40
1.44
M3
M3
1,783,276.00
4,279,862.40
2,112,012.53
5,068,830.07
1,121,466.60
2,691,519.84
1,724,257.36
4,138,217.66
1,934,388.32
4,642,531.97
1,306,751.78
1,881,722.56
1,986,503.61
2,860,565.20
821,711.02
1,183,263.87
1,221,913.27
1,759,555.11
1,196,400.66
1,722,816.95
646.95
Kg
M3
990.00
17.16
15,649.70
10,124,573.42
16,370.25
10,590,733.24
23,446.50
15,168,713.18
15,478.45
10,013,783.23
15,237.60
9,857,965.32
770,326.32
13,218,799.65
741,312.04
12,720,914.61
622,210.84
10,677,138.01
684,889.10
11,752,696.96
733,742.30
12,591,017.87
398,827,278.13
306,790,442.41
311,369,380.70
300,766,588.66
342,131,456.01
39,882,727.81
30,679,044.24
31,136,938.07
30,076,658.87
34,213,145.60
JUMLAH + PPN
438,710,005.94
337,469,486.66
342,506,318.77
330,843,247.52
376,344,601.61
Dibulatkan
438,710,000.00
337,469,000.00
342,506,000.00
330,843,000.00
376,344,000.00
337,469,000.00
349,320,000.00
330,843,000.00
376,344,000.00
PPN 10%
Penawaran :
Selisih Koreksi
-
Lolak, Mei 2013
POKJA JASA KONSTRUKSI ULP
(6,814,000.00)
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-