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
-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
-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
-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
-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
-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) -