TABEL KOREKSI ARITMATIK Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani (JUT) Desa Passi II Kecamatan Passi Barat Kabupaten Bolaang Mongondow
Tahun Anggaran
:
2013
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
CV. BOLAANG MONGONDOW TOTABUAN RAYA
HPS
No. Mata Pembayaran
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)
Jumlah Harga-harga (Rupiah)
CV. MUCHTAR JAYA 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
60.00 990.00 11,000.00
M3 M2 M2
341,140.81 292,647.02 1,706.86
20,468,448.60 289,720,549.80 18,775,460.00
209,682.06 198,801.94 520.42
12,580,923.60 196,813,920.60 5,724,620.00
213,968.18 209,311.78 517.61
12,838,090.80 207,218,662.20 5,693,710.00
2.40 1.44
M3 M3
646.95 17.16
Kg M3
1,783,276.00 1,306,751.78 15,649.70 770,326.32
4,279,862.40 1,881,722.56 10,124,573.42 13,218,799.65
1,248,088.17 984,660.31 11,814.83 504,763.35
2,995,411.61 1,417,910.85 7,643,604.27 8,661,739.09
1,285,581.42 1,032,524.44 12,543.58 537,833.30
3,085,395.41 1,486,835.19 8,115,069.08 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 II 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. GEMINI INDAH Jumlah Harga-harga (Rupiah)
Harga Satuan (Rupiah)
Jumlah Harga-harga (Rupiah)
CV. ADHIGUNA JAYA Harga Satuan (Rupiah)
Jumlah Harga-harga (Rupiah)
CV. DIAN GRAHA Harga Satuan (Rupiah)
Jumlah Harga-harga (Rupiah)
CV. EXPERT TOTAL SOLUTION 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
60.00 990.00 11,000.00
M3 M2 M2
341,140.81 292,647.02 1,706.86
20,468,448.60 289,720,549.80 18,775,460.00
246,676.96 231,399.01 569.88
14,800,617.60 229,085,019.90 6,268,680.00
150,916.51 209,217.21 1,854.41
9,054,990.60 207,125,037.90 20,398,510.00
194,316.71 217,530.12 1,979.86
11,659,002.60 215,354,818.80 21,778,460.00
233,451.39 209,093.39 1,412.08
14,007,083.40 207,002,456.10 15,532,880.00
2.40 1.44
M3 M3
646.95 17.16
Kg M3
1,783,276.00 1,306,751.78 15,649.70 770,326.32
4,279,862.40 1,881,722.56 10,124,573.42 13,218,799.65
1,739,799.67 1,211,282.22 12,771.83 653,203.63
4,175,519.21 1,744,246.40 8,262,735.42 11,208,974.29
1,754,636.65 1,281,218.76 19,382.34 726,460.81
4,211,127.96 1,844,955.01 12,539,404.86 12,466,067.50
1,306,581.53 1,046,710.75 12,402.50 519,688.12
3,135,795.67 1,507,263.48 8,023,797.38 8,917,848.14
2,579,492.01 2,244,437.64 17,511.05 770,326.32
6,190,780.82 3,231,990.20 11,328,773.80 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 II 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)
Jumlah Harga-harga (Rupiah)
CV. TERATAI MAS Harga Satuan (Rupiah)
Jumlah Harga-harga (Rupiah)
CV. CAKRAWALA INDAH 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
60.00 990.00 11,000.00
M3 M2 M2
341,140.81 292,647.02 1,706.86
20,468,448.60 289,720,549.80 18,775,460.00
149,290.33 124,214.75 9,111.66
8,957,419.80 122,972,602.50 100,228,260.00
114,598.54 178,516.61 4,424.70
6,875,912.40 176,731,443.90 48,671,700.00
157,005.06 214,214.84 1,850.43
9,420,303.60 212,072,691.60 20,354,730.00
172,788.36 201,142.35 2,332.16
10,367,301.60 199,130,926.50 25,653,785.30
2.40 1.44
M3 M3
646.95 17.16
Kg M3
1,783,276.00 1,306,751.78 15,649.70 770,326.32
4,279,862.40 1,881,722.56 10,124,573.42 13,218,799.65
1,127,776.31 827,882.18 23,460.25 639,735.26
2,706,663.14 1,192,150.34 15,177,608.74 10,977,857.06
2,007,999.95 1,908,369.16 15,732.00 689,349.39
4,819,199.88 2,748,051.59 10,177,817.40 11,829,235.53
1,794,928.30 1,301,278.82 19,327.34 736,173.34
4,307,827.92 1,873,841.50 12,503,822.61 12,632,734.51
1,640,948.86 1,406,614.80 14,204.73 659,193.29
3,938,277.26 2,025,525.31 9,189,750.07 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
329,078,000.00 -
356,931,000.00 -
350,900,000.00 -
PPN 10%
Penawaran : Selisih Koreksi
359,636,000.00 (6,814,000.00)
TABEL KOREKSI ARITMATIK Pekerjaan
:
Lokasi
:
Pembangunan Jalan Usaha Tani (JUT) Desa Passi II 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. FITRA SILVANA
Jumlah Harga-harga (Rupiah)
Harga Satuan (Rupiah)
Jumlah Harga-harga (Rupiah)
CV. SINAR MOLI JAYA 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
60.00 990.00 11,000.00
M3 M2 M2
341,140.81 292,647.02 1,706.86
20,468,448.60 289,720,549.80 18,775,460.00
157,704.25 187,364.96 2,288.59
9,462,255.00 185,491,310.40 25,174,490.00
135,482.35 126,290.53 4,493.74
8,128,941.00 125,027,624.70 49,431,140.00
236,824.45 223,570.34 1,209.43
14,209,467.00 221,334,636.60 13,303,719.00
236,535.77 223,297.82 1,207.95
14,192,146.20 221,064,845.76 13,287,494.00
2.40 1.44
M3 M3
646.95 17.16
Kg M3
1,783,276.00 1,306,751.78 15,649.70 770,326.32
4,279,862.40 1,881,722.56 10,124,573.42 13,218,799.65
1,596,204.32 1,377,287.78 14,092.23 627,623.63
3,830,890.37 1,983,294.40 9,116,968.20 10,770,021.49
1,699,970.71 1,652,152.36 20,569.10 814,756.97
4,079,929.70 2,379,099.40 13,307,179.25 13,981,229.61
1,574,746.55 1,213,004.73 12,638.66 671,100.67
3,779,391.73 1,746,726.80 8,176,577.85 11,516,087.43
1,572,826.99 1,211,526.12 12,623.25 670,282.62
3,774,784.79 1,744,597.61 8,166,610.94 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 II 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)
Jumlah Harga-harga (Rupiah)
CV. CARAVAN 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
60.00 990.00 11,000.00
M3 M2 M2
341,140.81 292,647.02 1,706.86
20,468,448.60 289,720,549.80 18,775,460.00
241,326.76 203,625.42 1,467.66
14,479,605.60 201,589,165.80 16,144,260.00
117,277.75 165,816.56 4,295.96
7,036,665.00 164,158,394.40 47,255,560.00
113,669.64 175,750.05 4,328.90
6,820,178.40 173,992,549.50 47,617,900.00
247,249.18 214,285.87 1,565.88
14,834,950.80 212,143,011.30 17,224,680.00
2.40 1.44
M3 M3
646.95 17.16
Kg M3
1,783,276.00 1,306,751.78 15,649.70 770,326.32
4,279,862.40 1,881,722.56 10,124,573.42 13,218,799.65
1,663,979.65 1,220,150.30 15,200.45 722,787.90
3,993,551.16 1,757,016.43 9,833,931.13 12,403,040.36
2,060,036.04 1,952,600.59 15,734.88 728,124.75
4,944,086.50 2,811,744.85 10,179,680.62 12,494,620.71
2,000,677.35 1,908,658.27 15,737.75 700,863.96
4,801,625.64 2,748,467.91 10,181,537.36 12,026,825.55
1,440,761.60 1,065,393.26 14,812.97 582,289.97
3,457,827.84 1,534,166.29 9,583,250.94 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 II 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. KHARISMA PERSADA Jumlah Harga-harga (Rupiah)
Harga Satuan (Rupiah)
Jumlah Harga-harga (Rupiah)
CV. GITA SAFIRA JAYA 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
60.00 990.00 11,000.00
M3 M2 M2
341,140.81 292,647.02 1,706.86
20,468,448.60 289,720,549.80 18,775,460.00
115,807.58 182,117.53 4,549.38
6,948,454.80 180,296,354.70 50,043,180.00
141,356.31 117,614.75 9,108.51
8,481,378.60 116,438,602.50 100,193,610.00
243,326.73 207,416.71 1,446.67
14,599,603.80 205,342,542.90 15,913,370.00
249,219.30 241,179.39 1,653.55
14,953,158.00 238,767,596.10 18,189,050.00
2.40 1.44
M3 M3
646.95 17.16
Kg M3
1,783,276.00 1,306,751.78 15,649.70 770,326.32
4,279,862.40 1,881,722.56 10,124,573.42 13,218,799.65
2,112,012.53 1,986,503.61 16,370.25 741,312.04
5,068,830.07 2,860,565.20 10,590,733.24 12,720,914.61
1,121,466.60 821,711.02 23,446.50 622,210.84
2,691,519.84 1,183,263.87 15,168,713.18 10,677,138.01
1,724,257.36 1,221,913.27 15,478.45 684,889.10
4,138,217.66 1,759,555.11 10,013,783.23 11,752,696.96
1,934,388.32 1,196,400.66 15,237.60 733,742.30
4,642,531.97 1,722,816.95 9,857,965.32 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
330,843,000.00 -
376,344,000.00 -
PPN 10%
Penawaran : Selisih Koreksi
337,469,000.00 -
Lolak, Mei 2013 POKJA JASA KONSTRUKSI ULP
349,320,000.00 (6,814,000.00)