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(1)

DIVISI 1. UMUM

1.2 Mobilisasi 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

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 770.00 M3

45,010.21 34,657,861.70 34,372.35 26,466,709.50 39,743.22 30,602,279.40

DIVISI 3. PEKERJAAN TANAH

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 209,682.06 12,580,923.60 213,968.18 12,838,090.80 Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah) CV. MUCHTAR JAYA

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah) No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS CV. BOLAANG MONGONDOW

TOTABUAN RAYA

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 209,682.06 12,580,923.60 213,968.18 12,838,090.80

3.4.1 Timbuhan Pilihan Berbutir 990.00 M2

292,647.02 289,720,549.80 198,801.94 196,813,920.60 209,311.78 207,218,662.20

3.4.1 Penyiapan Badan jalan 11,000.00 M2

1,706.86 18,775,460.00 520.42 5,724,620.00 517.61 5,693,710.00

DIVISI 7. STRUKTUR

7.1 (7) Beton mutu sedang denganfc’= 20 MPa (K-250) 2.40 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 7.1 (8) Beton mutu rendah denganfc’= 15 MPa (K-175) 1.44 M3

1,306,751.78 1,881,722.56 984,660.31 1,417,910.85 1,032,524.44 1,486,835.19

7.3 (1) Baja Tulangan BJ 24 Polos 646.95 Kg 15,649.70 10,124,573.42 11,814.83 7,643,604.27 12,543.58 8,115,069.08

7.9 Pasangan Batu 17.16 M3

770,326.32 13,218,799.65 504,763.35 8,661,739.09 537,833.30 9,229,219.43

Jumlah 398,827,278.13 269,209,839.51 285,159,261.51

PPN 10% 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

Penawaran : 296,130,000.00 313,675,000.00

(2)

-DIVISI 1. UMUM

1.2 Mobilisasi 1.00 Ls 5,700,000.00 5,700,000.00

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 770.00 M3

45,010.21 34,657,861.70

DIVISI 3. PEKERJAAN TANAH

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 Harga No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS

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

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

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 Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah) CV. DI AN GRAHA CV. EXPERT TOTAL SOLUTI ON CV. GEMI NI I NDAH CV. ADHI GUNA JAYA

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60

3.4.1 Timbuhan Pilihan Berbutir 990.00 M2

292,647.02 289,720,549.80

3.4.1 Penyiapan Badan jalan 11,000.00 M2

1,706.86 18,775,460.00

DIVISI 7. STRUKTUR

7.1 (7) Beton mutu sedang denganfc’= 20 MPa (K-250) 2.40 M3

1,783,276.00 4,279,862.40 7.1 (8) Beton mutu rendah denganfc’= 15 MPa (K-175) 1.44 M3

1,306,751.78 1,881,722.56

7.3 (1) Baja Tulangan BJ 24 Polos 646.95 Kg 15,649.70 10,124,573.42

7.9 Pasangan Batu 17.16 M3

770,326.32 13,218,799.65

Jumlah 398,827,278.13

PPN 10% 39,882,727.81

JUMLAH + PPN 438,710,005.94

Dibulatkan 438,710,000.00

Penawaran : Selisih Koreksi

246,676.96 14,800,617.60 150,916.51 9,054,990.60 194,316.71 11,659,002.60 233,451.39 14,007,083.40 231,399.01 229,085,019.90 209,217.21 207,125,037.90 217,530.12 215,354,818.80 209,093.39 207,002,456.10 569.88 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

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

1,211,282.22 1,744,246.40 1,281,218.76 1,844,955.01 1,046,710.75 1,507,263.48 2,244,437.64 3,231,990.20 12,771.83 8,262,735.42 19,382.34 12,539,404.86 12,402.50 8,023,797.38 17,511.05 11,328,773.80 653,203.63 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

315,455,487.81 318,054,139.94 313,128,681.37 310,870,625.67

31,545,548.78 31,805,413.99 31,312,868.14 31,087,062.57

347,001,036.60 349,859,553.93 344,441,549.50 341,957,688.24

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

(3)

-DIVISI 1. UMUM

1.2 Mobilisasi 1.00 Ls 5,700,000.00 5,700,000.00

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 770.00 M3

45,010.21 34,657,861.70

DIVISI 3. PEKERJAAN TANAH

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 Harga No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS

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

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

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 Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

CV. TANEL CV. TERATAI MAS CV. CAKRAWALA I NDAH

Harga Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

CV. PUTRA TOTABUAN

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60

3.4.1 Timbuhan Pilihan Berbutir 990.00 M2

292,647.02 289,720,549.80

3.4.1 Penyiapan Badan jalan 11,000.00 M2

1,706.86 18,775,460.00

DIVISI 7. STRUKTUR

7.1 (7) Beton mutu sedang denganfc’= 20 MPa (K-250) 2.40 M3

1,783,276.00 4,279,862.40 7.1 (8) Beton mutu rendah denganfc’= 15 MPa (K-175) 1.44 M3

1,306,751.78 1,881,722.56

7.3 (1) Baja Tulangan BJ 24 Polos 646.95 Kg 15,649.70 10,124,573.42

7.9 Pasangan Batu 17.16 M3

770,326.32 13,218,799.65

Jumlah 398,827,278.13

PPN 10% 39,882,727.81

JUMLAH + PPN 438,710,005.94

Dibulatkan 438,710,000.00

Penawaran : Selisih Koreksi

149,290.33 8,957,419.80 114,598.54 6,875,912.40 157,005.06 9,420,303.60 172,788.36 10,367,301.60 124,214.75 122,972,602.50 178,516.61 176,731,443.90 214,214.84 212,072,691.60 201,142.35 199,130,926.50 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

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

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 23,460.25 15,177,608.74 15,732.00 10,177,817.40 19,327.34 12,503,822.61 14,204.73 9,189,750.07 639,735.26 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

320,747,716.28 299,162,170.80 324,483,088.15 319,000,016.71

32,074,771.63 29,916,217.08 32,448,308.81 31,900,001.67

352,822,487.91 329,078,387.88 356,931,396.96 350,900,018.38

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

(4)

-DIVISI 1. UMUM

1.2 Mobilisasi 1.00 Ls 5,700,000.00 5,700,000.00

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 770.00 M3

45,010.21 34,657,861.70

DIVISI 3. PEKERJAAN TANAH

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 Harga No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS

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

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

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 Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah) Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

CV. AZZAM JAYA CV. TONAWAT CV. FI TRA SI LVANA CV. SI NAR MOLI JAYA

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60

3.4.1 Timbuhan Pilihan Berbutir 990.00 M2

292,647.02 289,720,549.80

3.4.1 Penyiapan Badan jalan 11,000.00 M2

1,706.86 18,775,460.00

DIVISI 7. STRUKTUR

7.1 (7) Beton mutu sedang denganfc’= 20 MPa (K-250) 2.40 M3

1,783,276.00 4,279,862.40 7.1 (8) Beton mutu rendah denganfc’= 15 MPa (K-175) 1.44 M3

1,306,751.78 1,881,722.56

7.3 (1) Baja Tulangan BJ 24 Polos 646.95 Kg 15,649.70 10,124,573.42

7.9 Pasangan Batu 17.16 M3

770,326.32 13,218,799.65

Jumlah 398,827,278.13

PPN 10% 39,882,727.81

JUMLAH + PPN 438,710,005.94

Dibulatkan 438,710,000.00

Penawaran : Selisih Koreksi

157,704.25 9,462,255.00 135,482.35 8,128,941.00 236,824.45 14,209,467.00 236,535.77 14,192,146.20 187,364.96 185,491,310.40 126,290.53 125,027,624.70 223,570.34 221,334,636.60 223,297.82 221,064,845.76 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

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

1,377,287.78 1,983,294.40 1,652,152.36 2,379,099.40 1,213,004.73 1,746,726.80 1,211,526.12 1,744,597.61 14,092.23 9,116,968.20 20,569.10 13,307,179.25 12,638.66 8,176,577.85 12,623.25 8,166,610.94 627,623.63 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

299,091,214.76 338,891,228.65 303,544,934.71 303,177,970.64

29,909,121.48 33,889,122.87 30,354,493.47 30,317,797.06

329,000,336.24 372,780,351.52 333,899,428.18 333,495,767.70

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

(5)

-DIVISI 1. UMUM

1.2 Mobilisasi 1.00 Ls 5,700,000.00 5,700,000.00

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 770.00 M3

45,010.21 34,657,861.70

DIVISI 3. PEKERJAAN TANAH

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 Harga No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS

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

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

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 Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah) Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

CV. POGOGUL JAYA CV. CARAVAN

CV. PELANGI CV. EN CAHAYA

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60

3.4.1 Timbuhan Pilihan Berbutir 990.00 M2

292,647.02 289,720,549.80

3.4.1 Penyiapan Badan jalan 11,000.00 M2

1,706.86 18,775,460.00

DIVISI 7. STRUKTUR

7.1 (7) Beton mutu sedang denganfc’= 20 MPa (K-250) 2.40 M3

1,783,276.00 4,279,862.40 7.1 (8) Beton mutu rendah denganfc’= 15 MPa (K-175) 1.44 M3

1,306,751.78 1,881,722.56

7.3 (1) Baja Tulangan BJ 24 Polos 646.95 Kg 15,649.70 10,124,573.42

7.9 Pasangan Batu 17.16 M3

770,326.32 13,218,799.65

Jumlah 398,827,278.13

PPN 10% 39,882,727.81

JUMLAH + PPN 438,710,005.94

Dibulatkan 438,710,000.00

Penawaran : Selisih Koreksi

241,326.76 14,479,605.60 117,277.75 7,036,665.00 113,669.64 6,820,178.40 247,249.18 14,834,950.80 203,625.42 201,589,165.80 165,816.56 164,158,394.40 175,750.05 173,992,549.50 214,285.87 212,143,011.30 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

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

1,220,150.30 1,757,016.43 1,952,600.59 2,811,744.85 1,908,658.27 2,748,467.91 1,065,393.26 1,534,166.29 15,200.45 9,833,931.13 15,734.88 10,179,680.62 15,737.75 10,181,537.36 14,812.97 9,583,250.94 722,787.90 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

297,088,461.68 315,115,276.27 295,102,601.16 303,544,874.86

29,708,846.17 31,511,527.63 29,510,260.12 30,354,487.49

326,797,307.85 346,626,803.90 324,612,861.28 333,899,362.35

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

(6)

-DIVISI 1. UMUM

1.2 Mobilisasi 1.00 Ls 5,700,000.00 5,700,000.00

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 770.00 M3

45,010.21 34,657,861.70

DIVISI 3. PEKERJAAN TANAH

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60 Harga No. Mata

Pemba-yaran

Uraian Kuantitas Satuan

HPS

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

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

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 Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

Harga Satuan (Rupiah)

Jumlah Harga-harga

(Rupiah)

CV. SERUAN MAJU CV. KHARI SMA PERSADA CV. GI TA SAFI RA JAYA

Harga Harga Satuan

(Rupiah)

Jumlah Harga-harga

(Rupiah)

CV. BANGUN SARANA

3.2.2 Timbunan Pilihan 60.00 M3

341,140.81 20,468,448.60

3.4.1 Timbuhan Pilihan Berbutir 990.00 M2

292,647.02 289,720,549.80

3.4.1 Penyiapan Badan jalan 11,000.00 M2

1,706.86 18,775,460.00

DIVISI 7. STRUKTUR

7.1 (7) Beton mutu sedang denganfc’= 20 MPa (K-250) 2.40 M3

1,783,276.00 4,279,862.40 7.1 (8) Beton mutu rendah denganfc’= 15 MPa (K-175) 1.44 M3

1,306,751.78 1,881,722.56

7.3 (1) Baja Tulangan BJ 24 Polos 646.95 Kg 15,649.70 10,124,573.42

7.9 Pasangan Batu 17.16 M3

770,326.32 13,218,799.65

Jumlah 398,827,278.13

PPN 10% 39,882,727.81

JUMLAH + PPN 438,710,005.94

Dibulatkan 438,710,000.00

Penawaran : Selisih Koreksi

115,807.58 6,948,454.80 141,356.31 8,481,378.60 243,326.73 14,599,603.80 249,219.30 14,953,158.00 182,117.53 180,296,354.70 117,614.75 116,438,602.50 207,416.71 205,342,542.90 241,179.39 238,767,596.10 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

2,112,012.53 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

1,986,503.61 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 16,370.25 10,590,733.24 23,446.50 15,168,713.18 15,478.45 10,013,783.23 15,237.60 9,857,965.32 741,312.04 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

306,790,442.41 311,369,380.70 300,766,588.66 342,131,456.01

30,679,044.24 31,136,938.07 30,076,658.87 34,213,145.60

337,469,486.66 342,506,318.77 330,843,247.52 376,344,601.61

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

- (6,814,000.00) -

-Lolak, Mei 2013

Gambar

TABEL KOREKSI ARITMATIK
TABEL KOREKSI ARITMATIK
TABEL KOREKSI ARITMATIK
TABEL KOREKSI ARITMATIK
+3

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PEKERJAAN : PENGADAAN DAN PEMASANGAN PERLENGKAPAN JALAN TA. HARGA PENAWARAN HARGA

PADA PEM BUKAAN TERKOREKSI TERHADAP SEM ENTARA SESUAI SEM ENTARA SESUAI PENAW ARAN ARITM ATIK HPS HARGA PENAW ARAN HARGA TERKOREKSI.

PERKIRAAN BIAYA PEMBUKAAN LAHAN PER HEKTAR 0 (Rupiah) HARGA SATUAN JUMLAH BIAYA HARGA SATUAN JUMLAH