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HARGA SATUAN BARANG DAN JASA (HSBJ)DINAS PEKERJAAN UMUM

PROVINSI KALIMANTAN TIMURTAHUN ANGGARAN 2010

INSTANSI : DINAS PEKERJAAN UMUM PROVINSI KALIMANTAN TIMUR

Harga Satuan Barang dan Jasa di Kabupaten / Kota Propinsi Kalimantan Timur

No. Mata Uraian Pekerjaan Satuan

PembayaranSamarinda Balikpapan

1 2 3 4 5

A. UPAH PEKERJA

1 Pekerja Jam 9,000.00 8,930.63

2 Tukang Jam 11,550.00 11,460.98

3 M a n d o r Jam 16,500.00 16,372.83

4 Operator Jam 14,950.00 14,834.77

5 Pembantu Operator Jam 11,530.00 11,441.13

6 Sopir / Driver Jam 12,100.00 12,006.74

7 Pembantu Sopir / Driver Jam 10,450.00 10,369.46

8 Mekanik Jam 19,800.00 19,647.39

9 Pembantu Mekanik Jam 10,780.00 10,696.91

10 Kepala Tukang Jam 15,400.00 15,281.30

B HARGA BAHAN

1 Pasir Pasang (Sedang) M3 139,500.00 138,424.80

2 Pasir Beton (Kasar) M3 296,500.00 294,214.72

3 Pasir Halus (untuk HRS) M3 369,936.32 367,085.03

4 Pasir Urug (ada unsur lempung) M3 296,500.00 294,214.72

5 Batu Kali M3 262,600.00 260,576.00

6 Agregat Kasar M3 369,936.32 367,085.03

7 Agregat Halus M3 369,936.32 367,085.03

8 F i l l e r Kg 630.00 625.14

9 Batu Belah / Kerakal M3 242,800.00 240,928.61

10 G r a v e l M3 272,600.00 270,498.93

11 Bahan Tanah Timbunan M3 36,750.00 36,466.75

12 Bahan Pilihan M3 42,000.00 41,676.28

13 Aspal KG 10,700.00 10,617.53

14 Kerosen / Minyak Tanah LITER 9,450.00 9,377.16

15 Semen / PC (40kg) Zak 74,500.00 73,925.79

16 Semen / PC (kg) Kg 1,862.50 1,848.14

17 Besi Beton Kg 21,000.00 20,838.14

18 Kawat Beton Kg 16,275.00 16,149.56

19 Kawat Bronjong Kg 34,125.00 33,861.98

20 S i r t u M3 202,500.00 200,939.23

21 Cat Marka (Non Thermoplas) Kg 42,000.00 41,676.28

22 Cat Marka (Thermoplastic) Kg 52,500.00 52,095.35

23 P a k u Kg 31,500.00 31,257.21

24 Kayu Perancah M3 2,100,000.00 2,083,814.20

25 B e n s i n LITER 7,875.00 7,814.30

26 S o l a r LITER 8,925.00 8,856.21

27 Minyak Pelumas / Olie LITER 31,500.00 31,257.21

28 Plastik Filter M2 21,000.00 20,838.14

29 Pipa Galvanis Dia. 1.6" Batang 420,000.00 416,762.84

30 Pipa Porus M' 42,000.00 41,676.28

31 Bahan Agr.Base Kelas A M3 410,110.35 406,949.41

32 Bahan Agr.Base Kelas B M3 363,644.57 360,841.77

33 Bahan Agr.Base Kelas C M3 334,698.69 332,118.99

34 Bahan Agr.Base Kelas C2 M3 -

35 Geotextile Woven M2 89,250.00 88,562.10

36 Geotextile Non Woven M2 40,000.00 39,691.70

36 Aspal Emulsi Kg 10,500.00 10,419.07

37 Gebalan Rumput M2 5,250.00 5,209.54

38 Rumput Vertiver M' 55,000.00 54,576.09

39 Thinner LITER 26,250.00 26,047.68

40 Glass Bead Kg 36,750.00 36,466.75

41 Pelat Rambu (Eng. Grade) BH 630,000.00 625,144.26

42 Pelat Rambu (High I. Grade) BH 735,000.00 729,334.97

43 Rel Pengaman M' 840,000.00 833,525.68

44 Beton K-250 M3 1,906,842.88 1,892,145.84

45 Baja Tulangan (Polos) U24 Kg 13,125.00 13,023.84

46 Baja Tulangan (Ulir) D32 Kg 15,750.00 15,628.61

47 Kapur M3 42,000.00 41,676.28

48 Chipping M3 369,936.32 367,085.03

49 Chipping (kg) Kg 196.27 194.76

50 Cat Kg 28,875.00 28,652.45

51 Pemantul Cahaya (Reflector) Bh. 13,230.00 13,128.03

52 Pasir Urug M3 135,800.00 134,753.32

53 Arbocell Kg. 33,600.00 33,341.03

54 Baja Bergelombang Kg 13,125.00 13,023.84

55 Beton K-125 M3 1,319,180.82 1,309,013.20

56 Baja Struktur Kg 28,875.00 28,652.45

57 Tiang Pancang Baja Kg 25,247.37 25,052.78

58 Tiang Pancang Beton Pratekan M3 9,000,000.00 8,930,632.28

59 Kawat Las Dos 42,000.00 41,676.28

60 Pipa Baja Kg 15,750.00 15,628.61

61 Minyak Fluks Liter 6,548.85 6,498.37

62 Bunker Oil Liter 3,150.00 3,125.72

63 Asbuton Kg 10,000.00 9,922.92

64 Baja Prategang Kg 8,400.00 8,335.26

65 Baja Tulangan (Polos) U32 Kg 14,700.00 14,586.70



68 PCI Girder L=17m Buah 90,300,000.00 89,604,010.53






74 Beton K-300 M3 1,987,423.53 1,972,105.41

75 Beton K-175 M3 1,464,846.09 1,453,555.75

76 Cerucuk M' 45,000.00 44,653.16

77 Elastomer buah 277,200.00 275,063.47

78 Bahan pengawet: kreosot liter 5,250.00 5,209.54

79 Mata Kucing buah 78,750.00 78,143.03

80 Anchorage buah 504,000.00 500,115.41

81 Anti strpping agent liter 52,500.00 52,095.35

82 Bahan Modifikasi Kg 1,000.00 992.29

83 Beton K-500 M3 2,729,180.80 2,708,145.57

84 Beton K-400 M3 2,557,306.86 2,537,596.35

85 Beton K-400 Non Shrink M3 3,000,000.00 2,976,877.43

85 Ducting (Kabel prestress) M' 157,500.00 156,286.06

86 Ducting (Strand prestress) M' 52,500.00 52,095.35

87 Beton K-350 M3 2,467,377.88 2,448,360.51

88 Multipleks 12 mm Lbr 190,575.00 189,106.14

89 Elastomer jenis 1 buah 404,775.00 401,655.19



92 Expansion Tipe Joint Asphaltic Plug Kg 65,000.00 64,499.01

93 Joint Rubber M' 400,000.00 396,916.99

94 Epoxy Mortar Kg 125,000.00 124,036.56

95 Sealant Kg 170,000.00 168,689.72

93 Expansion Join Baja Siku M 288,750.00 286,524.45

94 Kerb Type A Buah 47,250.00 46,885.82

95 Paving Block Buah 42,000.00 41,676.28

96 Mini Timber Pile Buah 28,350.00 28,131.49

97 Strip Bearing Buah 240,975.00 239,117.68

98 Joint Socket Pile 35x35 Set 637,875.00 632,958.56

99 Joint Socket Pile 16x16x16 Set 70,875.00 70,328.73

100 Mikro Pile 16x16x16 M1 63,787.50 63,295.86

101 Matras Concrete Buah 425,250.00 421,972.38

102 Assetilline Botol 240,975.00 239,117.68

103 Oxygen Botol 120,487.50 119,558.84

104 Batu Bara Kg 630.00 625.14

105 Pipa Galvanis Dia 3" M 220,500.00 218,800.49

106 Pipa Galvanis Dia 1,5" M 105,000.00 104,190.71

107 Agregat Pecah Mesin 0-5 mm M3 369,936.32 367,085.03

108 Agregat Pecah Mesin 5-10 & 10-20 mm M3 369,936.32 367,085.03

109 Agregat Pecah Mesin 20-30 mm M3 369,936.32 367,085.03

110 Joint Sealent Kg 35,805.00 35,529.03

111 Cat Anti Karat Kg 37,537.50 37,248.18

112 Expansion Cap M2 6,352.50 6,303.54

113 Polytene 125 mikron Kg 20,212.50 20,056.71

114 Curing Compound Ltr 40,425.00 40,113.42

115 Kayu Acuan M3 2,100,000.00 2,083,814.20

116 Additive Ltr 40,425.00 40,113.42

117 Casing M2 9,450.00 9,377.16

118 Plat Baja tebal 4 Mm Kg 25,000.00 24,807.31

119 Cat Dasar untuk Plat Baja Kg 75,000.00 74,421.94

120 Cat Akhir untuk Plat Baja Kg 90,000.00 89,306.32

121 Baut Angkur Bh 9,000.00 8,930.63

122 Alat Penyuntik Nipple Bh 25,000.00 24,807.31

123 Anyaman Kawat M2 55,000.00 54,576.09

124 Propil Baja Pengaku Tegangan Leleh 250 Mpa Kg 25,000.00 24,807.31

125 Fibber Composit Carbon M2 5,000,000.00 4,961,462.38

126 Angkur Dia 16 mm Bh 85,000.00 84,344.86

127 Beton Grouting K-250, tebal 7,5 Cm M2 3,000,000.00 2,976,877.43

C. HARGA SEWA PERALATAN

1 ASPHALT MIXING PLANT Jam 6,845,022.68 6,792,264.50

2 ASPHALT FINISHER Jam 974,276.24 966,766.98

3 ASPHALT SPRAYER Jam 143,723.81 142,616.06

4 BULLDOZER 100-150 HP Jam 745,610.72 739,863.90

5 COMPRESSOR 4000-6500 L\M Jam 181,096.32 179,700.52

6 CONCRETE MIXER 0.3-0.6 M3 Jam 116,659.89 115,760.73

7 CRANE 10-15 TON Jam 615,487.48 610,743.60

8 DUMP TRUCK 3.5 TON Jam 271,447.24 269,355.05

9 DUMP TRUCK 10 TON Jam 465,807.64 462,217.42

10 EXCAVATOR 80-140 HP Jam 618,511.07 613,743.88

11 FLAT BED TRUCK 3-4 M3 Jam 453,491.55 449,996.25

12 GENERATOR SET Jam 484,170.92 480,439.16

13 MOTOR GRADER >100 HP Jam 708,440.72 702,980.39

14 TRACK LOADER 75-100 HP Jam 402,896.84 399,791.50

15 WHEEL LOADER 1.0-1.6 M3 Jam 475,850.02 472,182.40

16 THREE WHEEL ROLLER 6-8 T Jam 448,915.89 445,455.86

17 TANDEM ROLLER 6-8 T. Jam 412,882.75 409,700.44

18 TIRE ROLLER 8-10 T. Jam 459,581.09 456,038.86

19 VIBRATORY ROLLER 5-8 T. Jam 511,411.48 507,469.77

20 CONCRETE VIBRATOR Jam 67,332.30 66,813.34

21 STONE CRUSHER Jam 754,782.30 748,964.80

22 WATER PUMP 70-100 mm Jam 39,959.20 39,651.21

23 WATER TANKER 3000-4500 L. Jam 298,542.64 296,241.62

24 PEDESTRIAN ROLLER Jam 128,202.07 127,213.95

25 TAMPER Jam 51,359.46 50,963.61

26 JACK HAMMER Jam 35,101.26 34,830.72

27 FULVI MIXER Jam 1,083,144.71 1,074,796.34

28 CONCRETE PUMP Jam 281,533.92 279,363.99

29 TRAILER 20 TON Jam 547,795.28 543,573.13

30 PILE DRIVER + HAMMER Jam 196,103.42 194,591.95

31 CRANE ON TRACK 35 TON Jam 616,346.10 611,595.59

32 WELDING SET Jam 132,841.84 131,817.96

33 BORE PILE MACHINE Jam 824,284.42 817,931.22

34 ASPHALT LIQUID MIXER Jam 43,877.50 43,539.32

35 TRONTON Jam 527,913.52 523,844.61

36 COLD MILLING MACHINE Jam 1,704,625.93 1,691,487.49

37 ROCK DRILL BREAKER Jam 328,013.29 325,485.12

38 COLD RECYCLER Jam 6,525,465.85 6,475,170.66

39 HOT RECYCLER Jam 7,997,853.78 7,936,210.12

40 AGGREGAT (CHIP) SPREADER Jam 535,675.52 531,546.79

41 ASPHALT DISTRIBUTOR Jam 360,564.63 357,785.57

42 SLIP FORM PAVER Jam 553,134.27 548,870.97

43 CONCRETE PAN MIXER Jam 657,364.76 652,298.11

44 CONCRETE BREAKER Jam 810,194.65 803,950.06

45 ASPAHLT TANKER Jam 530,634.87 526,544.99

46 CEMENT TANKER Jam 494,934.87 491,120.15

47 CONDRETE MIXER (350) Jam 77,360.67 76,764.41

48 VIBRATING RAMMER Jam 47,388.42 47,023.17

49 TRUK MIXER (AGITATOR) Jam 620,091.38 615,312.01

50 BORE PILE MACHINE Jam 665,057.40 659,931.45

51 CRANE ON TRACK 75-100 TON Jam 878,507.59 871,736.47

52 BLENDING EQUIPMENT Jam 283,068.63 280,886.87

53 ASPHALT LIQUID MIXER Jam 140,550.41 139,467.12

54 HYDROLIK PUMP Jam 364,676.92 361,866.16

55 HYDROLIK JACK Jam 229,003.54 227,238.49

56 HAMMER K.80 Jam 550,000.00 545,760.86

57 HAMMER K.60 Jam 517,000.00 513,015.21

58 HAMMER K.45 Jam 466,606.78 463,010.40

59 HAMMER K.35 Jam 438,667.66 435,286.62

60 TUG BOAT Jam 267,202.75 265,143.28

61 PONTON Jam 557,524.00 553,226.87

62 Lauding Set Jam 876,421.55 869,666.51

63 MESIN GROUTING Jam 331,149.98 328,597.63

64 UNCOILER Jam 82,296.57 81,662.27

65 BORE PILE Jam 949,857.70 942,536.64

66 DRAILING MACHINE Jam 465,732.41 462,142.76

65 STRASSING JACK Jam 462,546.15 458,981.06

66 CONCRETE BATCHING PLANT Jam 656,496.94 651,436.97

67 TOWER CRANE Jam 370,360.60 367,506.04

68 ULTRASONIC TEST Jam 802,716.31 796,529.35

69 PERALATAN SELAM Jam 62,267.82 61,787.89

70 UNDERWATER TORCH Jam 57,300.87 56,859.22

71 AG/AGC1 REF. ELECTRODE Jam 55,748.69 55,319.01

72 DIGITAL MULTIMATER Jam 52,727.69 52,321.29

73 AUTOMACT LEVEL Jam 73,447.71 72,881.61

74 THEODOLITE Jam 84,073.36 83,425.36

75 PICK UP TRUCK Jam 196,353.29 194,839.90

76 MESIN MARKA/APPLICATOR Jam 75,546.60 74,964.33

77 MESIN PEMOTONG RUMPUT Jam 57,317.17 56,875.39

78 GROUD PUMP Jam 318,625.30 316,169.49

79 LAUCHING SET Jam 536,010.29 531,878.98

D. TENAGA

1. TENAGA AHLI

Ahli Muda (1 - 4 tahun) Jam 14,018,000.00 14,158,000.00

Ahli (5 - 8 tahun) Jam 19,140,000.00 19,676,000.00

Ahli Utama (9 - 12 tahun) Jam 24,262,000.00 24,413,000.00

Ahli Kepala (13 - 20 Tahun) Jam 29,923,000.00 29,923,000.00

2. TENAGA PENDUKUNG

Pengalaman (1 - 7 tahun) Jam 8,762,000.00 8,762,000.00




3. ASISTENSI



4. OFFICE MANAJER Jam 5,392,000.00 5,471,000.00

5. SEKRETARIS Jam 2,022,000.00 2,052,000.00

6. SEKRETARIS BILINGUAL Jam 4,044,000.00 4,044,000.00

7. JURU GAMBAR Jam 4,044,000.00 4,044,000.00

8. OPERATOR KOMPUTER Jam 2,022,000.00 2,022,000.00

9. SOPIR Jam 1,348,000.00 1,348,000.00

10. PESURUH Jam 1,079,000.00 1,079,000.00

11. PENJAGA Jam 1,079,000.00 1,079,000.00




PenajamPasir

KutaiBontang Kutai Timur Kutai Barat Berau

Paser Utara Kartanegara

6 7 8 9 10 11 12

8,934.50 9,377.41 9,368.84 9,887.50 9,971.65 9,971.65 9,675.87

11,465.94 12,034.34 12,023.35 12,688.96 12,796.95 12,796.95 12,417.37

16,379.91 17,191.91 17,176.21 18,127.09 18,281.36 18,281.36 17,739.10

14,841.19 15,576.92 15,562.69 16,424.24 16,564.02 16,564.02 16,072.70

11,446.08 12,013.50 12,002.53 12,666.99 12,774.79 12,774.79 12,395.87

12,011.93 12,607.40 12,595.89 13,293.20 13,406.33 13,406.33 13,008.67

10,373.94 10,888.21 10,878.27 11,480.49 11,578.20 11,578.20 11,234.76

19,655.89 20,630.30 20,611.45 21,752.51 21,937.63 21,937.63 21,286.92

10,701.54 11,232.05 11,221.79 11,843.03 11,943.82 11,943.82 11,589.55

15,287.91 16,045.79 16,031.13 16,918.62 17,062.60 17,062.60 16,556.49

138,484.68 145,349.82 145,217.04 153,256.31 154,560.61 154,560.61 149,976.04

294,341.99 308,933.48 308,651.28 325,738.32 328,510.53 328,510.53 318,766.27

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

294,341.99 308,933.48 308,651.28 325,738.32 328,510.53 328,510.53 318,766.27

260,688.72 273,611.91 273,361.97 288,495.39 290,950.65 290,950.65 282,320.48

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

625.41 656.42 655.82 692.13 698.02 698.02 677.31

241,032.83 252,981.61 252,750.52 266,742.88 269,013.01 269,013.01 261,033.56

270,615.94 284,031.25 283,771.80 299,481.50 302,030.26 302,030.26 293,071.45

36,482.52 38,291.08 38,256.10 40,373.97 40,717.58 40,717.58 39,509.82

41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08

10,622.12 11,148.70 11,138.51 11,755.14 11,855.19 11,855.19 11,503.54

9,381.22 9,846.28 9,837.28 10,381.88 10,470.23 10,470.23 10,159.67

73,957.77 77,624.09 77,553.19 81,846.56 82,543.12 82,543.12 80,094.73

1,848.94 1,940.60 1,938.83 2,046.16 2,063.58 2,063.58 2,002.37

20,847.16 21,880.62 21,860.63 23,070.84 23,267.19 23,267.19 22,577.04

16,156.55 16,957.48 16,941.99 17,879.90 18,032.07 18,032.07 17,497.20

33,876.63 35,556.00 35,523.52 37,490.12 37,809.18 37,809.18 36,687.69

201,026.15 210,991.67 210,798.93 222,468.83 224,362.17 224,362.17 217,707.15

41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08

52,117.89 54,701.54 54,651.58 57,677.11 58,167.97 58,167.97 56,442.59

31,270.73 32,820.93 32,790.95 34,606.26 34,900.78 34,900.78 33,865.56

2,084,715.59 2,188,061.73 2,186,063.00 2,307,084.20 2,326,718.80 2,326,718.80 2,257,703.79

7,817.68 8,205.23 8,197.74 8,651.57 8,725.20 8,725.20 8,466.39

8,860.04 9,299.26 9,290.77 9,805.11 9,888.55 9,888.55 9,595.24

31,270.73 32,820.93 32,790.95 34,606.26 34,900.78 34,900.78 33,865.56

20,847.16 21,880.62 21,860.63 23,070.84 23,267.19 23,267.19 22,577.04

416,943.12 437,612.35 437,212.60 461,416.84 465,343.76 465,343.76 451,540.76

41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08

407,125.45 427,307.98 426,917.65 450,551.96 454,386.41 454,386.41 440,908.42

360,997.86 378,893.70 378,547.59 399,504.12 402,904.12 402,904.12 390,953.20

332,262.65 348,733.99 348,415.43 367,703.83 370,833.20 370,833.20 359,833.57

88,600.41 92,992.62 92,907.68 98,051.08 98,885.55 98,885.55 95,952.41

39,708.87 41,677.37 41,639.30 43,944.46 44,318.45 44,318.45 43,003.88

10,423.58 10,940.31 10,930.32 11,535.42 11,633.59 11,633.59 11,288.52

5,211.79 5,470.15 5,465.16 5,767.71 5,816.80 5,816.80 5,644.26

54,599.69 57,306.38 57,254.03 60,423.63 60,937.87 60,937.87 59,130.34

26,058.94 27,350.77 27,325.79 28,838.55 29,083.98 29,083.98 28,221.30

36,482.52 38,291.08 38,256.10 40,373.97 40,717.58 40,717.58 39,509.82

625,414.68 656,418.52 655,818.90 692,125.26 698,015.64 698,015.64 677,311.14

729,650.46 765,821.61 765,122.05 807,479.47 814,351.58 814,351.58 790,196.33

833,886.23 875,224.69 874,425.20 922,833.68 930,687.52 930,687.52 903,081.52

1,892,964.32 1,986,804.73 1,984,989.84 2,094,879.56 2,112,708.17 2,112,708.17 2,050,041.14

13,029.47 13,675.39 13,662.89 14,419.28 14,541.99 14,541.99 14,110.65

15,635.37 16,410.46 16,395.47 17,303.13 17,450.39 17,450.39 16,932.78

41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

194.84 204.50 204.32 215.63 217.46 217.46 211.01

28,664.84 30,085.85 30,058.37 31,722.41 31,992.38 31,992.38 31,043.43

13,133.71 13,784.79 13,772.20 14,534.63 14,658.33 14,658.33 14,223.53

134,811.61 141,494.66 141,365.41 149,191.45 150,461.15 150,461.15 145,998.18

33,355.45 35,008.99 34,977.01 36,913.35 37,227.50 37,227.50 36,123.26

13,029.47 13,675.39 13,662.89 14,419.28 14,541.99 14,541.99 14,110.65

1,309,579.44 1,374,499.56 1,373,244.00 1,449,267.26 1,461,601.34 1,461,601.34 1,418,247.40

28,664.84 30,085.85 30,058.37 31,722.41 31,992.38 31,992.38 31,043.43

25,063.61 26,306.10 26,282.07 27,737.05 27,973.11 27,973.11 27,143.37

8,934,495.37 9,377,407.44 9,368,841.45 9,887,503.73 9,971,651.99 9,971,651.99 9,675,873.40

41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08

15,635.37 16,410.46 16,395.47 17,303.13 17,450.39 17,450.39 16,932.78

6,501.19 6,823.47 6,817.24 7,194.64 7,255.87 7,255.87 7,040.65

3,127.07 3,282.09 3,279.09 3,460.63 3,490.08 3,490.08 3,386.56

9,927.22 10,419.34 10,409.82 10,986.12 11,079.61 11,079.61 10,750.97

8,338.86 8,752.25 8,744.25 9,228.34 9,306.88 9,306.88 9,030.82

14,593.01 15,316.43 15,302.44 16,149.59 16,287.03 16,287.03 15,803.93

16,156.55 16,957.48 16,941.99 17,879.90 18,032.07 18,032.07 17,497.20

16,677.72 17,504.49 17,488.50 18,456.67 18,613.75 18,613.75 18,061.63

89,642,770.23 94,086,654.60 94,000,709.17 99,204,620.78 100,048,908.26 100,048,908.26 97,081,263.06

101,108,705.96 106,120,994.14 106,024,055.69 111,893,583.91 112,845,861.64 112,845,861.64 109,498,633.92

129,252,366.38 135,659,827.56 135,535,906.24 143,039,220.66 144,256,565.39 144,256,565.39 139,977,635.11

163,650,173.56 171,762,846.19 171,605,945.80 181,106,110.03 182,647,425.54 182,647,425.54 177,229,747.69

175,116,109.29 183,797,185.73 183,629,292.33 193,795,073.16 195,444,378.92 195,444,378.92 189,647,118.54

200,132,696.33 210,053,926.55 209,862,048.37 221,480,083.61 223,365,004.48 223,365,004.48 216,739,564.05

1,972,958.48 2,070,764.46 2,068,872.88 2,183,406.39 2,201,988.42 2,201,988.42 2,136,673.16

1,454,184.51 1,526,273.18 1,524,878.97 1,609,296.80 1,622,992.83 1,622,992.83 1,574,851.70

44,672.48 46,887.04 46,844.21 49,437.52 49,858.26 49,858.26 48,379.37

275,182.46 288,824.15 288,560.32 304,535.11 307,126.88 307,126.88 298,016.90

5,211.79 5,470.15 5,465.16 5,767.71 5,816.80 5,816.80 5,644.26

78,176.83 82,052.32 81,977.36 86,515.66 87,251.95 87,251.95 84,663.89

500,331.74 525,134.82 524,655.12 553,700.21 558,412.51 558,412.51 541,848.91

52,117.89 54,701.54 54,651.58 57,677.11 58,167.97 58,167.97 56,442.59

992.72 1,041.93 1,040.98 1,098.61 1,107.96 1,107.96 1,075.10

2,709,317.02 2,843,626.70 2,841,029.13 2,998,309.48 3,023,826.79 3,023,826.79 2,934,134.21

2,538,694.03 2,664,545.37 2,662,111.39 2,809,486.79 2,833,397.11 2,833,397.11 2,749,353.04

2,978,165.12 3,125,802.48 3,122,947.15 3,295,834.58 3,323,884.00 3,323,884.00 3,225,291.13

156,353.67 164,104.63 163,954.73 173,031.32 174,503.91 174,503.91 169,327.78

52,117.89 54,701.54 54,651.58 57,677.11 58,167.97 58,167.97 56,442.59

2,449,419.58 2,570,845.30 2,568,496.91 2,710,689.78 2,733,759.28 2,733,759.28 2,652,670.67

189,187.94 198,566.60 198,385.22 209,367.89 211,149.73 211,149.73 204,886.62

401,828.93 421,748.90 421,363.64 444,690.48 448,475.05 448,475.05 435,172.41

677,532.57 711,120.06 710,470.48 749,802.37 756,183.61 756,183.61 733,753.73

873,495.83 916,797.87 915,960.40 966,668.28 974,895.18 974,895.18 945,977.89

64,526.91 67,725.72 67,663.85 71,409.75 72,017.49 72,017.49 69,881.31

397,088.68 416,773.66 416,392.95 439,444.61 443,184.53 443,184.53 430,038.82

124,090.21 130,241.77 130,122.80 137,326.44 138,495.17 138,495.17 134,387.13

168,762.69 177,128.81 176,967.01 186,763.96 188,353.43 188,353.43 182,766.50

286,648.39 300,858.49 300,583.66 317,224.08 319,923.83 319,923.83 310,434.27

46,906.10 49,231.39 49,186.42 51,909.39 52,351.17 52,351.17 50,798.34

41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08

28,143.66 29,538.83 29,511.85 31,145.64 31,410.70 31,410.70 30,479.00

239,221.11 251,080.08 250,850.73 264,737.91 266,990.98 266,990.98 259,071.51

633,232.36 664,623.75 664,016.64 700,776.83 706,740.83 706,740.83 685,777.53

70,359.15 73,847.08 73,779.63 77,864.09 78,526.76 78,526.76 76,197.50

63,323.24 66,462.38 66,401.66 70,077.68 70,674.08 70,674.08 68,577.75

422,154.91 443,082.50 442,677.76 467,184.55 471,160.56 471,160.56 457,185.02

239,221.11 251,080.08 250,850.73 264,737.91 266,990.98 266,990.98 259,071.51

119,610.56 125,540.04 125,425.36 132,368.96 133,495.49 133,495.49 129,535.76

625.41 656.42 655.82 692.13 698.02 698.02 677.31

218,895.14 229,746.48 229,536.62 242,243.84 244,305.47 244,305.47 237,058.90

104,235.78 109,403.09 109,303.15 115,354.21 116,335.94 116,335.94 112,885.19

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45

35,544.40 37,306.45 37,272.37 39,335.79 39,670.56 39,670.56 38,493.85

37,264.29 39,111.60 39,075.88 41,239.13 41,590.10 41,590.10 40,356.46

6,306.26 6,618.89 6,612.84 6,978.93 7,038.32 7,038.32 6,829.55

20,065.39 21,060.09 21,040.86 22,205.69 22,394.67 22,394.67 21,730.40

40,130.78 42,120.19 42,081.71 44,411.37 44,789.34 44,789.34 43,460.80

2,084,715.59 2,188,061.73 2,186,063.00 2,307,084.20 2,326,718.80 2,326,718.80 2,257,703.79

40,130.78 42,120.19 42,081.71 44,411.37 44,789.34 44,789.34 43,460.80

9,381.22 9,846.28 9,837.28 10,381.88 10,470.23 10,470.23 10,159.67

24,818.04 26,048.35 26,024.56 27,465.29 27,699.03 27,699.03 26,877.43

74,454.13 78,145.06 78,073.68 82,395.86 83,097.10 83,097.10 80,632.28

89,344.95 93,774.07 93,688.41 98,875.04 99,716.52 99,716.52 96,758.73

8,934.50 9,377.41 9,368.84 9,887.50 9,971.65 9,971.65 9,675.87

24,818.04 26,048.35 26,024.56 27,465.29 27,699.03 27,699.03 26,877.43

54,599.69 57,306.38 57,254.03 60,423.63 60,937.87 60,937.87 59,130.34

24,818.04 26,048.35 26,024.56 27,465.29 27,699.03 27,699.03 26,877.43

4,963,608.54 5,209,670.80 5,204,911.91 5,493,057.63 5,539,806.66 5,539,806.66 5,375,485.22

84,381.35 88,564.40 88,483.50 93,381.98 94,176.71 94,176.71 91,383.25

2,978,165.12 3,101,710.28 3,100,217.43 3,407,574.66 3,434,921.03 3,775,460.96 3,692,873.44

6,795,202.61 7,132,062.95 7,125,548.02 7,520,020.81 7,584,020.44 7,584,020.44 7,359,063.65

967,185.17 1,015,131.69 1,014,204.40 1,070,351.10 1,079,460.40 1,079,460.40 1,047,441.50

142,677.75 149,750.75 149,613.96 157,896.64 159,240.43 159,240.43 154,517.05

740,183.94 776,877.28 776,167.62 819,136.53 826,107.84 826,107.84 801,603.88

179,778.25 188,690.44 188,518.08 198,954.51 200,647.72 200,647.72 194,696.12

115,810.81 121,551.93 121,440.89 128,163.90 129,254.65 129,254.65 125,420.71

611,007.78 641,297.43 640,711.63 676,181.64 681,936.33 681,936.33 661,708.77

269,471.57 282,830.15 282,571.80 298,215.07 300,753.05 300,753.05 291,832.13

462,417.36 485,340.90 484,897.55 511,741.65 516,096.86 516,096.86 500,788.42

614,009.37 644,447.82 643,859.13 679,503.39 685,286.35 685,286.35 664,959.43

450,190.91 472,508.34 472,076.72 498,211.05 502,451.10 502,451.10 487,547.43

480,646.98 504,474.22 504,013.40 531,915.75 536,442.66 536,442.66 520,530.72

703,284.48 738,148.58 737,474.31 778,301.14 784,924.92 784,924.92 761,642.52

399,964.44 419,791.98 419,408.51 442,627.11 446,394.12 446,394.12 433,153.20

472,386.65 495,804.39 495,351.49 522,774.32 527,223.42 527,223.42 511,584.95

445,648.55 467,740.80 467,313.53 493,184.17 497,381.45 497,381.45 482,628.15

409,877.67 430,196.64 429,803.67 453,597.74 457,458.12 457,458.12 443,889.02

456,236.12 478,853.24 478,415.82 504,901.08 509,198.07 509,198.07 494,094.27

507,689.28 532,857.09 532,370.34 561,842.55 566,624.15 566,624.15 549,816.97

66,842.24 70,155.83 70,091.74 73,972.05 74,601.59 74,601.59 72,388.76

749,288.77 786,433.46 785,715.08 829,212.53 836,269.60 836,269.60 811,464.22

39,668.36 41,634.85 41,596.82 43,899.64 44,273.25 44,273.25 42,960.02

296,369.76 311,061.78 310,777.63 327,982.39 330,773.70 330,773.70 320,962.31

127,268.97 133,578.11 133,456.09 140,844.27 142,042.93 142,042.93 137,829.66

50,985.66 53,513.18 53,464.30 56,424.10 56,904.30 56,904.30 55,216.41

34,845.79 36,573.21 36,539.80 38,562.65 38,890.84 38,890.84 37,737.27

1,075,261.26 1,128,565.47 1,127,534.56 1,189,955.26 1,200,082.45 1,200,082.45 1,164,485.67

279,484.84 293,339.81 293,071.85 309,296.41 311,928.70 311,928.70 302,676.29

543,808.27 570,766.61 570,245.23 601,814.21 606,935.99 606,935.99 588,933.09

194,676.12 204,326.85 204,140.20 215,441.48 217,275.01 217,275.01 210,830.21

611,860.15 642,192.05 641,605.43 677,124.93 682,887.64 682,887.64 662,631.87

131,874.98 138,412.45 138,286.01 145,941.58 147,183.62 147,183.62 142,817.87

818,285.03 858,850.09 858,065.55 905,568.36 913,275.26 913,275.26 886,185.74

43,558.15 45,717.47 45,675.71 48,204.33 48,614.58 48,614.58 47,172.57

524,071.21 550,051.13 549,548.67 579,971.88 584,907.76 584,907.76 567,558.26

1,692,219.17 1,776,107.99 1,774,485.57 1,872,721.70 1,888,659.62 1,888,659.62 1,832,638.30

325,625.91 341,768.25 341,456.05 360,359.18 363,426.04 363,426.04 352,646.11

6,477,971.61 6,799,105.78 6,792,894.99 7,168,952.00 7,229,963.84 7,229,963.84 7,015,509.05

7,939,643.06 8,333,237.05 8,325,624.88 8,786,534.34 8,861,312.72 8,861,312.72 8,598,468.95

531,776.72 558,138.62 557,628.78 588,499.30 593,507.76 593,507.76 575,903.17

357,940.33 375,684.60 375,341.42 396,120.45 399,491.66 399,491.66 387,641.96

549,108.39 576,329.49 575,803.03 607,679.68 612,851.38 612,851.38 594,673.02

652,580.27 684,930.80 684,305.14 722,188.50 728,334.74 728,334.74 706,730.91

804,297.82 844,169.49 843,398.36 890,089.19 897,664.35 897,664.35 871,037.88

526,772.75 552,886.60 552,381.55 582,961.58 587,922.92 587,922.92 570,483.98

491,332.59 515,689.55 515,218.48 543,741.15 548,368.70 548,368.70 532,103.02

76,797.61 80,604.72 80,531.09 84,989.32 85,712.63 85,712.63 83,170.23

47,043.52 49,375.62 49,330.51 52,061.47 52,504.54 52,504.54 50,947.15

615,578.17 646,094.39 645,504.20 681,239.54 687,037.27 687,037.27 666,658.41

660,216.91 692,946.02 692,313.03 730,639.72 736,857.88 736,857.88 715,001.24

872,113.55 915,347.06 914,510.92 965,138.56 973,352.43 973,352.43 944,480.91

281,008.37 294,938.88 294,669.46 310,982.46 313,629.10 313,629.10 304,326.25

139,527.44 146,444.27 146,310.50 154,410.30 155,724.42 155,724.42 151,105.33

362,022.69 379,969.34 379,622.25 400,638.27 404,047.93 404,047.93 392,063.08

227,336.78 238,606.61 238,388.65 251,585.93 253,727.07 253,727.07 246,201.03

545,996.94 573,063.79 572,540.31 604,236.34 609,378.73 609,378.73 591,303.37

513,237.12 538,679.96 538,187.89 567,982.16 572,816.01 572,816.01 555,825.17

463,210.68 486,173.54 485,729.44 512,619.59 516,982.27 516,982.27 501,647.57

435,474.91 457,062.82 456,645.31 481,925.35 486,026.80 486,026.80 471,610.30

265,257.97 278,407.67 278,153.35 293,552.02 296,050.31 296,050.31 287,268.89

553,466.17 580,903.30 580,372.66 612,502.29 617,715.03 617,715.03 599,392.40

870,042.70 913,173.55 912,339.40 962,846.82 971,041.19 971,041.19 942,238.22

328,739.77 345,036.47 344,721.29 363,805.18 366,901.37 366,901.37 356,018.36

81,697.60 85,747.61 85,669.28 90,411.96 91,181.42 91,181.42 88,476.80

942,944.35 989,689.18 988,785.13 1,043,524.61 1,052,405.60 1,052,405.60 1,021,189.20

462,342.67 485,262.50 484,819.23 511,658.99 516,013.50 516,013.50 500,707.53

459,179.60 481,942.63 481,502.39 508,158.53 512,483.25 512,483.25 497,282.00

651,718.76 684,026.59 683,401.75 721,235.10 727,373.22 727,373.22 705,797.92

367,665.01 385,891.36 385,538.86 406,882.42 410,345.22 410,345.22 398,173.59

796,873.90 836,377.54 835,613.54 881,873.39 889,378.63 889,378.63 862,997.93

61,814.62 64,878.97 64,819.70 68,408.15 68,990.34 68,990.34 66,943.95

56,883.81 59,703.73 59,649.19 62,951.39 63,487.14 63,487.14 61,603.99

55,342.94 58,086.47 58,033.41 61,246.16 61,767.40 61,767.40 59,935.26

52,343.93 54,938.79 54,888.60 57,927.25 58,420.25 58,420.25 56,687.39

72,913.13 76,527.68 76,457.77 80,690.50 81,377.22 81,377.22 78,963.41

83,461.45 87,598.90 87,518.88 92,363.96 93,150.03 93,150.03 90,387.02

194,924.18 204,587.20 204,400.32 215,715.99 217,551.86 217,551.86 211,098.85

74,996.75 78,714.59 78,642.68 82,996.37 83,702.71 83,702.71 81,219.93

56,899.99 59,720.71 59,666.16 62,969.30 63,505.20 63,505.20 61,621.51

316,306.25 331,986.58 331,683.32 350,045.43 353,024.51 353,024.51 342,553.12

532,109.05 558,487.43 557,977.27 588,867.08 593,878.68 593,878.68 576,263.08

14,000,000.00 14,648,000.00 14,579,000.00 15,140,000.00 14,579,000.00 14,859,000.00 14,859,000.00

18,000,000.00 19,999,000.00 19,687,000.00 20,507,000.00 19,960,000.00 20,507,000.00 20,507,000.00

22,000,000.00 25,351,000.00 25,020,000.00 26,081,000.00 25,172,000.00 25,778,000.00 25,778,000.00

30,000,000.00 31,266,000.00 30,920,000.00 21,918,000.00 31,253,000.00 21,918,000.00 21,918,000.00

6,750,000.00 9,089,000.00 8,981,000.00 9,418,000.00 9,369,000.00 9,418,000.00 9,418,000.00

10,350,000.00 13,234,000.00 13,234,000.00 13,822,000.00 13,528,000.00 13,822,000.00 13,822,000.00

13,950,000.00 16,498,000.00 16,498,000.00 17,145,000.00 16,882,000.00 17,145,000.00 17,145,000.00

20,586,000.00 20,586,000.00 20,586,000.00 21,689,000.00 21,321,000.00 21,321,000.00 21,321,000.00

9,428,000.00 9,428,000.00 9,428,000.00 9,690,000.00 9,690,000.00 9,690,000.00 9,690,000.00

8,319,000.00 8,319,000.00 8,319,000.00 8,550,000.00 8,550,000.00 8,550,000.00 8,550,000.00

5,652,000.00 5,634,000.00 5,550,000.00 5,788,000.00 5,630,000.00 5,709,000.00 5,788,000.00

2,120,000.00 2,113,000.00 2,082,000.00 2,171,000.00 2,111,000.00 2,141,000.00 2,171,000.00

4,239,000.00 4,226,000.00 4,179,000.00 4,314,000.00 4,246,000.00 4,314,000.00 4,314,000.00

5,250,000.00 4,226,000.00 4,213,000.00 4,381,000.00 4,213,000.00 4,297,000.00 4,297,000.00

2,400,000.00 1,750,000.00 2,107,000.00 2,191,000.00 2,107,000.00 2,149,000.00 2,149,000.00

3,000,000.00 1,750,000.00 1,498,000.00 1,498,000.00 1,498,000.00 1,498,000.00 1,498,000.00

2,400,000.00 1,300,000.00 1,133,000.00 1,187,000.00 1,133,000.00 1,133,000.00 1,187,000.00

2,550,000.00 1,300,000.00 1,133,000.00 1,187,000.00 1,133,000.00 1,133,000.00 1,187,000.00




Ket.Bulungan Tarakan Nunukan Malinau Tana Tidung

13 14 15 16 17

10,019.70 10,029.43 10,800.00 11,700.00 11,118.64

12,858.62 12,871.10 13,860.00 15,015.00 14,268.92

18,369.45 18,387.29 19,800.00 21,450.00 20,384.17

16,643.84 16,660.00 17,940.00 19,435.00 18,469.29

12,836.35 12,848.81 13,836.00 14,989.00 14,244.21

13,470.93 13,484.01 14,520.00 15,730.00 14,948.39

11,633.98 11,645.28 12,540.00 13,585.00 12,909.97

22,043.34 22,064.75 23,760.00 25,740.00 24,461.00

12,001.37 12,013.03 12,936.00 14,014.00 13,317.66

17,144.82 17,161.47 18,480.00 20,020.00 19,025.22

155,305.35 155,456.17 167,400.00 181,350.00 172,338.88

330,093.45 330,414.01 355,800.00 385,450.00 366,297.33

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

330,093.45 330,414.01 355,800.00 385,450.00 366,297.33

292,352.58 292,636.49 315,120.00 341,380.00 324,417.13

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

701.38 702.06 756.00 819.00 778.30

270,309.24 270,571.75 291,360.00 315,640.00 299,956.12

303,485.58 303,780.30 327,120.00 354,380.00 336,771.17

40,913.78 40,953.51 44,100.00 47,775.00 45,401.10

46,758.60 46,804.01 50,400.00 54,600.00 51,886.97

11,912.31 11,923.88 12,840.00 13,910.00 13,218.82

10,520.69 10,530.90 11,340.00 12,285.00 11,674.57

82,940.85 83,021.40 89,400.00 96,850.00 92,037.61

2,073.52 2,075.53 2,235.00 2,421.25 2,300.94

23,379.30 23,402.00 25,200.00 27,300.00 25,943.49

18,118.96 18,136.55 19,530.00 21,157.50 20,106.20

37,991.36 38,028.26 40,950.00 44,362.50 42,158.17

225,443.25 225,662.18 243,000.00 263,250.00 250,169.34

46,758.60 46,804.01 50,400.00 54,600.00 51,886.97

58,448.25 58,505.01 63,000.00 68,250.00 64,858.72

35,068.95 35,103.01 37,800.00 40,950.00 38,915.23

2,337,930.00 2,340,200.43 2,520,000.00 2,730,000.00 2,594,348.68

8,767.24 8,775.75 9,450.00 10,237.50 9,728.81

9,936.20 9,945.85 10,710.00 11,602.50 11,025.98

35,068.95 35,103.01 37,800.00 40,950.00 38,915.23

23,379.30 23,402.00 25,200.00 27,300.00 25,943.49

467,586.00 468,040.09 504,000.00 546,000.00 518,869.74

46,758.60 46,804.01 50,400.00 54,600.00 51,886.97

456,575.85 457,019.25 492,132.42 533,143.45 506,652.02

404,845.50 405,238.66 436,373.49 472,737.94 449,248.01

372,620.05 372,981.91 401,638.42 435,108.29 413,488.14

99,362.03 99,458.52 107,100.00 116,025.00 110,259.82

44,532.00 44,575.25 48,000.00 52,000.00 49,416.17

11,689.65 11,701.00 12,600.00 13,650.00 12,971.74

5,844.83 5,850.50 6,300.00 6,825.00 6,485.87

61,231.50 61,290.96 66,000.00 71,500.00 67,947.23

29,224.13 29,252.51 31,500.00 34,125.00 32,429.36

40,913.78 40,953.51 44,100.00 47,775.00 45,401.10

701,379.00 702,060.13 756,000.00 819,000.00 778,304.60

818,275.50 819,070.15 882,000.00 955,500.00 908,022.04

935,172.00 936,080.17 1,008,000.00 1,092,000.00 1,037,739.47

2,122,888.17 2,124,949.77 2,288,211.45 2,478,895.74 2,355,721.57

14,612.06 14,626.25 15,750.00 17,062.50 16,214.68

17,534.48 17,551.50 18,900.00 20,475.00 19,457.62

46,758.60 46,804.01 50,400.00 54,600.00 51,886.97

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

218.51 218.72 235.53 255.16 242.48

32,146.54 32,177.76 34,650.00 37,537.50 35,672.29

14,728.96 14,743.26 15,876.00 17,199.00 16,344.40

151,186.14 151,332.96 162,960.00 176,540.00 167,767.88

37,406.88 37,443.21 40,320.00 43,680.00 41,509.58

14,612.06 14,626.25 15,750.00 17,062.50 16,214.68

1,468,644.01 1,470,070.25 1,583,016.99 1,714,935.07 1,629,721.44

32,146.54 32,177.76 34,650.00 37,537.50 35,672.29

28,107.90 28,135.19 30,296.84 32,821.58 31,190.71

10,019,700.00 10,029,430.43 10,800,000.00 11,700,000.00 11,118,637.19

46,758.60 46,804.01 50,400.00 54,600.00 51,886.97

17,534.48 17,551.50 18,900.00 20,475.00 19,457.62

7,290.83 7,297.92 7,858.62 8,513.51 8,090.48

3,506.90 3,510.30 3,780.00 4,095.00 3,891.52

11,133.00 11,143.81 12,000.00 13,000.00 12,354.04

9,351.72 9,360.80 10,080.00 10,920.00 10,377.39

16,365.51 16,381.40 17,640.00 19,110.00 18,160.44

18,118.96 18,136.55 19,530.00 21,157.50 20,106.20

18,703.44 18,721.60 20,160.00 21,840.00 20,754.79

100,530,990.00 100,628,618.62 108,360,000.00 117,390,000.00 111,556,993.10

113,389,605.00 113,499,721.00 122,220,000.00 132,405,000.00 125,825,910.83

144,951,660.00 145,092,426.84 156,240,000.00 169,260,000.00 160,849,617.96

183,527,505.00 183,705,733.99 197,820,000.00 214,305,000.00 203,656,371.13

196,386,120.00 196,576,836.37 211,680,000.00 229,320,000.00 217,925,288.85

224,441,280.00 224,659,241.56 241,920,000.00 262,080,000.00 249,057,472.98

2,212,598.61 2,214,747.33 2,384,908.23 2,583,650.58 2,455,271.24

1,630,813.15 1,632,396.88 1,757,815.31 1,904,299.92 1,809,676.91

50,098.50 50,147.15 54,000.00 58,500.00 55,593.19

308,606.76 308,906.46 332,640.00 360,360.00 342,454.03

5,844.83 5,850.50 6,300.00 6,825.00 6,485.87

87,672.38 87,757.52 94,500.00 102,375.00 97,288.08

561,103.20 561,648.10 604,800.00 655,200.00 622,643.68

58,448.25 58,505.01 63,000.00 68,250.00 64,858.72

1,113.30 1,114.38 1,200.00 1,300.00 1,235.40

3,038,396.98 3,041,347.66 3,275,016.96 3,547,935.04 3,371,641.23

2,847,049.73 2,849,814.58 3,068,768.23 3,324,498.92 3,159,307.46

3,339,900.00 3,343,143.48 3,600,000.00 3,900,000.00 3,706,212.40

175,344.75 175,515.03 189,000.00 204,750.00 194,576.15

58,448.25 58,505.01 63,000.00 68,250.00 64,858.72

2,746,931.80 2,749,599.42 2,960,853.46 3,207,591.25 3,048,208.83

212,167.15 212,373.19 228,690.00 247,747.50 235,437.14

450,636.01 451,073.63 485,730.00 526,207.50 500,060.71

759,827.25 760,565.14 819,000.00 887,250.00 843,163.32

979,592.67 980,543.98 1,055,880.00 1,143,870.00 1,087,032.10

72,364.50 72,434.78 78,000.00 84,500.00 80,301.27

445,320.00 445,752.46 480,000.00 520,000.00 494,161.65

139,162.50 139,297.64 150,000.00 162,500.00 154,425.52

189,261.00 189,444.80 204,000.00 221,000.00 210,018.70

321,465.38 321,777.56 346,500.00 375,375.00 356,722.94

52,603.42 52,654.51 56,700.00 61,425.00 58,372.85

46,758.60 46,804.01 50,400.00 54,600.00 51,886.97

31,562.06 31,592.71 34,020.00 36,855.00 35,023.71

268,277.47 268,538.00 289,170.00 313,267.50 297,701.51

710,146.24 710,835.88 765,450.00 829,237.50 788,033.41

78,905.14 78,981.76 85,050.00 92,137.50 87,559.27

71,014.62 71,083.59 76,545.00 82,923.75 78,803.34

473,430.82 473,890.59 510,300.00 552,825.00 525,355.61

268,277.47 268,538.00 289,170.00 313,267.50 297,701.51

134,138.73 134,269.00 144,585.00 156,633.75 148,850.76

701.38 702.06 756.00 819.00 778.30

245,482.65 245,721.05 264,600.00 286,650.00 272,406.61

116,896.50 117,010.02 126,000.00 136,500.00 129,717.43

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

411,850.11 412,250.07 443,923.59 480,917.22 457,020.86

39,861.71 39,900.42 42,966.00 46,546.50 44,233.64

41,790.50 41,831.08 45,045.00 48,798.75 46,373.98

7,072.24 7,079.11 7,623.00 8,258.25 7,847.90

22,502.58 22,524.43 24,255.00 26,276.25 24,970.61

45,005.15 45,048.86 48,510.00 52,552.50 49,941.21

2,337,930.00 2,340,200.43 2,520,000.00 2,730,000.00 2,594,348.68

45,005.15 45,048.86 48,510.00 52,552.50 49,941.21

10,520.69 10,530.90 11,340.00 12,285.00 11,674.57

27,832.50 27,859.53 30,000.00 32,500.00 30,885.10

83,497.50 83,578.59 90,000.00 97,500.00 92,655.31

100,197.00 100,294.30 108,000.00 117,000.00 111,186.37

10,019.70 10,029.43 10,800.00 11,700.00 11,118.64

27,832.50 27,859.53 30,000.00 32,500.00 30,885.10

61,231.50 61,290.96 66,000.00 71,500.00 67,947.23

27,832.50 27,859.53 30,000.00 32,500.00 30,885.10

5,566,500.00 5,571,905.79 6,000,000.00 6,500,000.00 6,177,020.66

94,630.50 94,722.40 102,000.00 110,500.00 105,009.35

4,203,220.69 4,115,268.59 5,043,864.82 5,349,849.16 6,279,611.71

7,620,563.75 7,627,964.30 8,214,027.22 8,898,529.48 8,456,369.30

1,084,661.73 1,085,715.08 1,169,131.48 1,266,559.11 1,203,624.89

160,007.72 160,163.11 172,468.58 186,840.96 177,556.99

830,088.41 830,894.54 894,732.86 969,293.93 921,130.56

201,614.54 201,810.33 217,315.59 235,425.22 223,727.14

129,877.46 130,003.59 139,991.87 151,657.86 144,122.11

685,222.21 685,887.65 738,584.98 800,133.73 760,375.78

302,202.21 302,495.69 325,736.69 352,881.41 335,347.04

518,583.65 519,087.26 558,969.17 605,549.94 575,460.69

688,588.38 689,257.09 742,213.29 804,064.40 764,111.14

504,872.14 505,362.44 544,189.86 589,539.02 560,245.34

539,027.48 539,550.95 581,005.10 629,422.20 598,146.75

788,707.05 789,472.99 850,128.86 920,972.93 875,210.59

448,545.05 448,980.65 483,476.21 523,765.89 497,740.42

529,763.83 530,278.30 571,020.03 618,605.03 587,867.08

499,778.06 500,263.41 538,699.07 583,590.66 554,592.55

459,662.36 460,108.75 495,459.30 536,747.57 510,077.05

511,651.63 512,148.51 551,497.31 597,455.42 567,768.38

569,354.40 569,907.32 613,693.78 664,834.93 631,799.86

74,961.05 75,033.85 80,798.77 87,532.00 83,182.61

840,299.13 841,115.17 905,738.76 981,216.99 932,461.17

44,486.58 44,529.78 47,951.04 51,946.96 49,365.76

332,367.53 332,690.30 358,251.17 388,105.44 368,820.82

142,727.36 142,865.97 153,842.48 166,662.69 158,381.36

57,178.49 57,234.02 61,631.36 66,767.30 63,449.70

39,078.24 39,116.19 42,121.52 45,631.64 43,364.25

1,205,865.00 1,207,036.05 1,299,773.65 1,408,088.12 1,338,121.45

313,431.72 313,736.10 337,840.71 365,994.10 347,808.17

609,860.48 610,452.74 657,354.33 712,133.86 676,748.55

218,321.94 218,533.96 235,324.10 254,934.45 242,266.97

686,178.11 686,844.48 739,615.32 801,249.93 761,436.52

147,892.82 148,036.44 159,410.21 172,694.39 164,113.36

917,675.84 918,567.02 989,141.30 1,071,569.74 1,018,324.37

48,848.83 48,896.26 52,653.00 57,040.76 54,206.45

587,726.12 588,296.88 633,496.22 686,287.57 652,186.54

1,897,760.05 1,899,603.02 2,045,551.12 2,216,013.71 2,105,901.92

365,177.19 365,531.83 393,615.94 426,417.27 405,228.97

7,264,801.13 7,271,856.20 7,830,559.02 8,483,105.61 8,061,587.48

8,904,010.61 8,912,657.56 9,597,424.53 10,397,209.91 9,880,581.60

596,367.56 596,946.71 642,810.62 696,378.17 661,775.75

401,416.60 401,806.43 432,677.55 468,734.01 445,443.03

615,804.38 616,402.41 663,761.12 719,074.55 683,344.36

731,844.19 732,554.91 788,837.71 854,574.19 812,111.14

901,989.71 902,865.66 972,233.59 1,053,253.05 1,000,917.82

590,755.80 591,329.50 636,761.84 689,825.33 655,548.51

551,010.99 551,546.09 593,921.84 643,415.33 611,444.58

86,125.63 86,209.27 92,832.80 100,568.87 95,571.69

52,757.53 52,808.76 56,866.11 61,604.95 58,543.85

690,347.73 691,018.15 744,109.65 806,118.79 766,063.45

740,408.40 741,127.43 798,068.88 864,574.62 821,614.66

978,042.49 978,992.30 1,054,209.10 1,142,059.86 1,085,311.90

315,140.31 315,446.35 339,682.36 367,989.22 349,704.16

156,474.77 156,626.73 168,660.49 182,715.53 173,636.56

405,994.81 406,389.09 437,612.30 474,080.00 450,523.37

254,949.64 255,197.23 274,804.25 297,704.60 282,911.92

612,315.00 612,909.64 660,000.00 715,000.00 679,472.27

575,576.10 576,135.06 620,400.00 672,100.00 638,703.94

519,473.33 519,977.80 559,928.13 606,588.81 576,447.94

488,368.70 488,842.97 526,401.19 570,267.96 541,931.84

297,476.82 297,765.71 320,643.30 347,363.57 330,103.38

620,691.47 621,294.24 669,028.80 724,781.20 688,767.45

975,720.12 976,667.67 1,051,705.86 1,139,348.02 1,082,734.81

368,669.27 369,027.29 397,379.97 430,494.97 409,104.05

91,620.78 91,709.75 98,755.89 106,985.55 101,669.53

1,057,476.57 1,058,503.52 1,139,829.24 1,234,815.01 1,173,458.12

518,499.89 519,003.42 558,878.89 605,452.13 575,367.74

514,952.63 515,452.71 555,055.38 601,309.99 571,431.42

730,878.04 731,587.82 787,796.33 853,446.02 811,039.03

412,322.46 412,722.87 444,432.72 481,468.78 457,545.01

893,664.07 894,531.93 963,259.57 1,043,531.20 991,679.04

69,322.77 69,390.09 74,721.39 80,948.17 76,925.92

63,793.05 63,855.01 68,761.04 74,491.13 70,789.73

62,065.02 62,125.29 66,898.43 72,473.30 68,872.17

58,701.74 58,758.75 63,273.23 68,546.00 65,140.01

81,769.33 81,848.74 88,137.25 95,482.02 90,737.60

93,598.87 93,689.76 100,888.03 109,295.36 103,864.57

218,600.12 218,812.41 235,623.95 255,259.28 242,575.67

84,106.03 84,187.71 90,655.92 98,210.58 93,330.59

63,811.20 63,873.17 68,780.60 74,512.31 70,809.86

354,725.55 355,070.03 382,350.36 414,212.89 393,631.01

596,740.26 597,319.77 643,212.35 696,813.38 662,189.33

15,728,000.00 15,621,000.00 17,184,000.00 17,554,000.00 17,554,000.00

21,475,000.00 21,329,000.00 21,601,000.00 23,968,000.00 23,968,000.00

27,222,000.00 27,037,000.00 27,598,000.00 30,381,000.00 30,381,000.00

33,573,000.00 33,345,000.00 34,245,000.00 37,470,000.00 37,470,000.00

9,637,000.00 9,764,000.00 9,965,000.00 10,972,000.00 10,972,000.00

14,522,000.00 14,420,000.00 14,704,000.00 16,204,000.00 16,204,000.00

18,148,000.00 18,025,000.00 18,439,000.00 20,255,000.00 20,255,000.00

22,688,000.00 22,530,000.00 22,975,000.00 25,317,000.00 25,317,000.00

10,082,000.00 10,214,000.00 10,475,000.00 11,478,000.00 11,478,000.00

8,896,000.00 9,013,000.00 9,242,000.00 10,128,000.00 10,128,000.00

6,052,000.00 6,008,000.00 6,026,000.00 6,752,000.00 6,752,000.00

2,270,000.00 2,253,000.00 2,260,000.00 2,532,000.00 2,532,000.00

4,537,000.00 4,506,000.00 4,583,000.00 5,064,000.00 5,064,000.00

4,539,000.00 4,506,000.00 4,549,000.00 5,064,000.00 5,064,000.00

2,269,000.00 2,253,000.00 2,275,000.00 2,532,000.00 2,532,000.00

1,498,000.00 1,502,000.00 1,653,000.00 1,688,000.00 1,688,000.00

1,187,000.00 1,202,000.00 1,323,000.00 1,352,000.00 1,352,000.00

1,187,000.00 1,202,000.00 1,323,000.00 1,400,000.00 1,400,000.00

INFORMASI UMUM

No. U R A I A N I N F O R M A S I

1. Nomor Paket Kontrak

2. Nama Paket

3. Propinsi / Kabupaten / Kotamadya

4. Lokasi pekerjaan

5. Kondisi jalan lama

6. Panjang efektif ( lihat sketsa di bawah )

7. Lebar jalan lama ( bahu + perkerasan + perkerasan + bahu )

8. Lebar Rencana ( bahu + perkerasan + perkerasan + bahu )

9. Penampang jalan, jenis dan volume pekerjaan pokok

10. Jangka waktu pelaksanaan pekerjaan

11. Jarak rata-rata Base Camp ke lokasi pekerjaan --->

Perhitungan didasarkan pada sketsa di bawah ini :

0.40 Km = a

A

Base Camp --------->

Kalkulasi Jarak Rata-Rata =

12. Jam kerja efektif dalam 1 hari13. Asuransi, Pajak, dsb. untuk Peralatan14. Tingkat Suku Bunga Investasi Alat15. Biaya Umum dan Keuntungan

16. RINGKASAN METODE PELAKSANAAN

a. Mobilisasi dilaksanakan sesuai ketentuan yang berlaku dalam Kontrak.

b. Pekerjaan Tanah dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

D

C

c. Pekerjaan Lapis Pondasi Agregat dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

d. Pekerjaan Campuran Aspal Panas dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

e. Pekerjaan Pasangan Batu dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

f. Pekerjaan Pengembalian Kondisi dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

g. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

17. Lokasi Quarry

18 Jumlah Jembatan = ...................... Buah

19 Total Bentang Jembatan = .................. Buah

20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

INFORMASI UMUM

I N F O R M A S I

: ………………………………………………

Pembangunan Jalan Revolusi - Polewali STA. 0+000 - 0+850 Loa Bahu

: Kal-Tim/Samarinda

Periksa lampiran

Lapib pondasi Aggt Klas B

0.850

( - ) meter

( 0.75 + 3 + 3 + 0.75 ) meter

Lihat lampiran.

120 hari kalenderAtau : 4.00 bulan (Periode Pelaksanaan)

L = 0.51 Kilometer

0.450 Km = b

0.3 Km = c B

7.0 jam0.002 x Harga Pokok Alat15.00 %10.00 % x Biaya Langsung

Pekerjaan Tanah dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

Kilometer ( Leff = a + b )

L = { (c+a/2)*a + (c+b/2)*b } / (a+b)

Pekerjaan Lapis Pondasi Agregat dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pekerjaan Campuran Aspal Panas dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pekerjaan Pasangan Batu dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pekerjaan Pengembalian Kondisi dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

Periksa lampiran.

Periksa lampiran.

Periksa lampiran.

HEQ JAYAGENERAL CONTRACTOR & CIVIL ENGINEERING

Jalan Jakarta Blok BG No. 13 Loa Bakung Samarinda Kalimantan timur

REKAPITULASIDAFTAR KUANTITAS DAN HARGA

Program : Pembangunan Jalan dan Jembatan Prop. Kaltim

Kegiatan : Pembangunan Jalan Dalam Kota Samarinda

Lokasi : Jalan Baru Kel. Loa Bahu

Sumber Dana : APBD

Tahun Anggaran : 2010

UraianJumlah Harga

No. Divisi Pekerjaan(Rupiah)

1 UMUM 66,875,000.00

2 DRAINASE 1,431,420,187.49

3 PEKERJAAN TANAH 3,380,831,171.04

4 PELEBARAN PERKERASAN DAN BAHU JALAN 326,491,574.86

5 PERKERASAN BERBUTIR 2,139,524,033.52

6 PERKERASAN ASPAL 1,495,862,603.58

( A ) Jumlah Harga Pekerjaan ( termasuk Biaya Umum dan Keuntungan ) 8,841,004,570.49

( B ) Pajak Pertambahan Nilai ( PPN ) = 10% x (A) 884,100,457.05

( C ) JUMLAH TOTAL HARGA PEKERJAAN 9,725,105,027.54

( D ) PEMBULATAN 9,725,105,000.00

Terbilang : Tiga Milyar Tujuh Ratus Delapan Puluh Dua Juta Dua Ratus Delapan Puluh Dua Ribu Rupiah

Samarinda, 20 Januari 2010Penawar

PT. HEQ JAYA

HEKI WIJAYANTI, SSTDirektur Utama

HEQ JAYA

HEQ JAYA

DAFTAR KUANTITAS DAN HARGA

Program : Pembangunan Jalan dan Jembatan Prop. Kaltim Kegiatan : Pembangunan Jalan Dalam Kota Samarinda Lokasi : Jalan Baru Kel.Loa Bahu Sumber Dana : APBD Tahun Anggaran : 2010

No. Mata

Uraian SatuanPerkiraan Harga Jumlah

Pembayaran Kuantitas Satuan Harga-Harga(Rupiah) (Rupiah)

a b c d e f = (d x e)

DIVISI 1 UMUM1.2 Mobilisasi LS 1.00 66,875,000.00 66,875,000.00

66,875,000.00 c

DIVISI 2 DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 2600.00 36,626.87 95,229,873.02

2.2 Pasangan Batu dengan Mortar 1560.00 856,532.25 1,336,190,314.46

1,431,420,187.49

DIVISI 3 PEKERJAAN TANAH

3.1 (1) Galian Biasa 31279.16 36,626.87 1,145,657,951.19

3.2 (1) Timbunan Biasa 22076.62 95,406.55 2,106,254,658.93

3.3 (3) Penyiapan Badan Jalan 13000.00 9,916.81 128,918,560.93

3,380,831,171.04

DIVISI 4 PEKERJAAN BAHU JALAN

4.1 Lapis Pondasi Agregat Kelas C 585.00 558,105.26 326,491,574.86

326,491,574.86

DIVISI 5 PERKERASAN BERBUTIR

5.1 (1) Lapis Pondasi Agregat Kelas A 1456.00 595,319.75 866,785,550.78

5.1 (2) Lapis Pondasi Agregat Kelas B 2210.00 575,899.77 1,272,738,482.74

2,139,524,033.52

DIVISI 6 PERKERASAN ASPAL6.1 (1) Lapis Resap Pengikat Liter 91.00 15,716.08 1,430,162.99 6.3 (5) Asphalt Treated Base (ATB) M2 455.00 3,284,466.90 1,494,432,440.59

1,495,862,603.58

A Jumlah Keseluruhan 8,841,004,570.49 B PPN (10 % x Jumlah Keseluruhan) 884,100,457.05 C Jumlah Termasuk PPN 9,725,105,027.54 D Pembulatan 9,725,105,000.00

Samarinda, 20 Januari 2010

PenawarPT. HEQ JAYA

HEKI WIJAYANTI, SST

Jumlah Harga Pekerjaan DIVISI 1 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)

M3

M3


M3

M3

M2


M3

Jumlah Harga Pekerjaan DIVISI 4 (Masuk Pada Rekapitulasi Perkiraan Harga Pekerjaan )

M3

M3



Direktur Utama

HARGA DASAR SATUAN UPAH

HARGANo. U R A I A N KODE SATUAN SATUAN

( Rp.)

1. Pekerja (L01) Jam 9,000.00 2. Tukang (L02) Jam 11,550.00 3. M a n d o r (L03) Jam 16,500.00 4. Operator (L04) Jam 14,950.00 5. Pembantu Operator (L05) Jam 11,530.00 6. Sopir / Driver (L05) Jam 12,100.00 7. Pembantu Sopir / Driver (L05) Jam 10,450.00 8. Mekanik / Tenaga ahli (L05) Jam 19,800.00 9. Pembantu Mekanik (L05) Jam 10,780.00

10. Kepala Tukang (L05) Jam 15,400.00 11.1213141516171819202122232425262728293031

DAFTARHARGA DASAR SATUAN BAHAN

HARGANo. U R A I A N KODE SATUAN SATUAN

( Rp.)

1 Pasir Pasang (Sedang) M01b M3 139,500.00 2 Pasir Beton (Kasar) M01a M3 296,500.00

3 Pasir Halus (untuk HRS) M01c M3 369,936.32 4 Pasir Urug (ada unsur lempung) M01d M3 296,500.00 5 Batu Kali M02 M3 262,600.00 6 Agregat Kasar M03 M3 369,936.32 7 Agregat Halus M04 M3 369,936.32 8 F i l l e r M05 Kg 630.00 9 Batu Belah / Kerakal M06 M3 242,800.00

10 G r a v e l M07 M3 272,600.00 11 Bahan Tanah Timbunan M08 M3 36,750.00 12 Bahan Pilihan M09 M3 42,000.00 13 Aspal M10 KG 10,700.00 14 Kerosen / Minyak Tanah M11 LITER 9,450.00 15 Semen / PC (40kg) M12 Zak 74,500.00 16 Semen / PC (kg) M12 Kg 1,862.50 17 Besi Beton M13 Kg 21,000.00 18 Kawat Beton M14 Kg 16,275.00 19 Kawat Bronjong M15 Kg 34,125.00 20 S i r t u M16 M3 202,500.00 21 Cat Marka (Non Thermoplas) M17a Kg 42,000.00 22 Cat Marka (Thermoplastic) M17b Kg 52,500.00 23 P a k u M18 Kg 31,500.00 24 Kayu Perancah M19 M3 2,100,000.00 25 B e n s i n M20 LITER 7,875.00 26 S o l a r M21 LITER 8,925.00 27 Minyak Pelumas / Olie M22 LITER 31,500.00 28 Plastik Filter M23 M2 21,000.00 29 Pipa Galvanis Dia. 1.6" M24 Batang 420,000.00 30 Pipa Porus M25 M' 42,000.00 31 Bahan Agr.Base Kelas A M26 M3 410,110.35 32 Bahan Agr.Base Kelas B M27 M3 363,644.57 33 Bahan Agr.Base Kelas C M28 M3 334,698.69 34 Bahan Agr.Base Kelas C2 M29 M3 0.00 35 Geotextile Woven M30 M2 89,250.00 36 Aspal Emulsi M31 Kg 10,500.00 37 Gebalan Rumput M32 M2 5,250.00 38 Thinner M33 LITER 26,250.00 39 Glass Bead M34 Kg 36,750.00 40 Pelat Rambu (Eng. Grade) M35a BH 630,000.00 41 Pelat Rambu (High I. Grade) M35b BH 735,000.00 42 Rel Pengaman M36 M' 840,000.00 43 Beton K-250 M37 M3 1,906,842.88 44 Baja Tulangan (Polos) U24 M39a Kg 13,125.00 45 Baja Tulangan (Ulir) D32 M39b Kg 15,750.00 46 Kapur M40 M3 42,000.00 47 Chipping M41 M3 369,936.32 48 Chipping (kg) M41kg Kg 196.27 49 Cat M42 Kg 28,875.00 50 Pemantul Cahaya (Reflector) M43 Bh. 13,230.00 51 Pasir Urug M44 M3 135,800.00 52 Arbocell M45 Kg. 33,600.00 53 Baja Bergelombang M46 Kg 13,125.00 54 Beton K-125 M47 M3 1,319,180.82 55 Baja Struktur M48 Kg 28,875.00

56 Tiang Pancang Baja M49 M' 25,247.37 57 Tiang Pancang Beton Pratekan M50 M3 9,000,000.00 58 Kawat Las M51 Dos 42,000.00 59 Pipa Baja M52 Kg 15,750.00 60 Minyak Fluks M53 Liter 6,548.85 61 Bunker Oil M54 Liter 3,150.00 62 Asbuton Halus M55 Kg 10,500.00 63 Baja Prategang M56 Kg 8,400.00 64 Baja Tulangan (Polos) U32 M57a Kg 14,700.00 65 Baja Tulangan (Ulir) D39 M39c Kg 16,275.00 66 Baja Tulangan (Ulir) D48 M39d Kg 16,800.00 67 PCI Girder L=17m M58a Buah 90,300,000 68 PCI Girder L=21m M58b Buah 101,850,000 69 PCI Girder L=26m M58c Buah 130,200,000 70 PCI Girder L=32m M58d Buah 164,850,000 71 PCI Girder L=36m M58e Buah 176,400,000 72 PCI Girder L=41m M58f Buah 201,600,000 73 Beton K-300 M59 M3 1,987,423.53 74 Beton K-175 M60 M3 1,464,846.09 75 Cerucuk M61 M 45,000 76 Elastomer M62 buah 277,200 77 Bahan pengawet: kreosot M63 liter 5,250 78 Mata Kucing M64 buah 78,750 79 Anchorage M65 buah 504,000 80 Anti strpping agent M66 liter 52,500.00 81 Bahan Modifikasi M67 Kg 1,000.00 82 Beton K-500 M68 M3 2,729,180.80 83 Beton K-400 M69 M3 2,557,306.86 84 Ducting (Kabel prestress) M70 M' 157,500 85 Ducting (Strand prestress) M71 M' 52,500 86 Beton K-350 M72 M3 2,467,377.88 87 Multipleks 12 mm M73 Lbr 190,575.00 88 Elastomer jenis 1 M74a buah 404,775.00 89 Elastomer jenis 2 M74b buah 682,500.00 90 Elastomer jenis 3 M74c buah 879,900.00 91 Expansion Tipe Joint Asphaltic Plug M75d Kg 65,000.00 9293 Expansion Join Baja Siku M75f M 288,750.00 9495 Kerb Type A M77 Buah 47,250.00 96 Paving Block M78 Buah 42,000.00 97 Mini Timber Pile M79 Buah 28,350.00 9899 Strip Bearing M81 Buah 240,975.00

100 Joint Socket Pile 35x35 M82 Set 637,875.00 101 Joint Socket Pile 16x16x16 M83 Set 70,875.00 102 Mikro Pile 16x16x16 M84 M1 63,787.50 103 Matras Concrete M85 Buah 425,250.00 104 Assetilline M86 Botol 240,975.00 105 Oxygen M87 Botol 120,487.50 106 Batu Bara M88 Kg 630.00 107 Pipa Galvanis Dia 3" M24a M 220,500.00 108 Pipa Galvanis Dia 1,5" M24b M 105,000.00

109 Agregat Pecah Mesin 0-5 mm M91 M3 369,936.32 110 Agregat Pecah Mesin 5-10 & 10-20 mm M92 M3 369,936.32 111 Agregat Pecah Mesin 20-30 mm M93 M3 369,936.32 112 Joint Sealent M94 Kg 35,805.00 113 Cat Anti Karat M95 Kg 37,537.50 114 Expansion Cap M96 M2 6,352.50 115 Polytene 125 mikron M97 Kg 20,212.50 116 Curing Compound M98 Ltr 40,425.00 117 Kayu Acuan M99 M3 2,100,000.00 118 Additive M67a Ltr 40,425.00 119 Casing M100 M2 9,450.00 120 Geotextile Non Woven M2 40,000.00 121 Rumput Vertiver 55,000.00 122 Beton K-400 Non Shrink 3,000,000.00 123 Joint Rubber M' 400,000.00 124 Epoxy Mortar Kg 125,000.00 125 Sealant Kg 170,000.00 126 Plat Baja tebal 4 Mm Kg 25,000.00 127 Cat Dasar untuk Plat Baja Kg 75,000.00 128 Cat Akhir untuk Plat Baja Kg 90,000.00 129 Baut Angkur Bh 9,000.00 130 Alat Penyuntik Nipple Bh 25,000.00 131 Anyaman Kawat M2 55,000.00 132 Propil Baja Pengaku Tegangan Leleh 250 Mpa Kg 25,000.00 133 Fibber Composit Carbon M2 5,000,000.00 134 Angkur Dia 16 mm Bh 85,000.00 135 Beton Grouting K-250, tebal 7,5 Cm M2 3,000,000.00 136137138139140141142143144145146147148149150151152153154155156157158159160161

162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214

215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261262263264265266267

268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320

321322323324325326327328329330331332333334335336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373

374375376377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426

427428429430431432433434435436437438439440441442443444445446447448449450451452

HARGA DASAR SATUAN UPAH 10% HARGA PEROLEHAN ALAT

HargaKETERANGAN No. Jenis Alat yang

( Rp. / hari) digunakan

63,000.00 1 Asphalt Mixing Plant 4,590,000,000 80,850.00 2 Asphalt Finisher 2,295,000,000 115,500.00 3 Asphalt Sprayer 423,300,000 104,650.00 4 Bulldozer 100-150 Hp 1,785,000,000 80,710.00 5 Compressor 4000-6500 L\M 178,500,000 84,700.00 6 Concrete Mixer 0.3-0.6 M3 81,600,000 73,150.00 7 Crane 10-15 Ton 1,377,000,000 138,600.00 8 Dump Truck 3-4 M3 244,800,000 75,460.00 9 Dump Truck 357,000,000 107,800.00 10 Excavator 80-140 Hp 1,428,000,000

11 Flat Bed Truck 3-4 M3 306,000,000 12 Generator Set 510,000,000 13 Motor Grader >100 Hp 1,785,000,000 14 Track Loader 75-100 Hp 1,020,000,000 15 Wheel Loader 1.0-1.6 M3 1,122,000,000 16 Three Wheel Roller 6-8 T 1,326,000,000 17 Tandem Roller 6-8 T. 969,000,000 18 Tire Roller 8-10 T. 1,020,000,000 19 Vibratory Roller 5-8 T. 1,377,000,000 20 Concrete Vibrator 51,000,000 21 Stone Crusher 1,275,000,000 22 Water Pump 70-100 Mm 7,650,000 23 Water Tanker 3000-4500 L. 357,000,000 24 Pedestrian Roller 280,500,000 25 Tamper 25,500,000 26 Jack Hammer 35,700,000 27 Fulvi Mixer 484,500,000 28 Concrete Pump 306,000,000 29 Trailer 20 Ton 867,000,000 30 Pile Driver + Hammer 510,000,000 31 Crane On Track 35 Ton 1,581,000,000 32 Welding Set 132,600,000 33 Bore Pile Machine 2,295,000,000

DAFTAR 34 Asphalt Liquid Mixer 30,600,000

HARGA DASAR SATUAN BAHAN 105% 35 Trailler 15 Ton 459,000,000 36 Rock Drill Breaker 918,000,000 37 Cold Milling 5,043,900,000

KETERANGAN 38 Cold Recycler 19,890,000,000 39 Hot Recycler 29,835,000,000 40 Aggregat (chip) Spreader 402,900,000

Base Camp 41 Asphalt Distribution 402,900,000 Base Camp 42 Split Form Paver 1,363,885,714

Base Camp 43 Concrete Pan Mixer 1,020,000,000 Base Camp 44 Concrete Breaker 918,000,000 Lokasi Pekerjaan 45 Asphalt Tanker 510,000,000 Base Camp 46 Cement Tanker 510,000,000 Base Camp 47 Concrete Mixer (350) 35,700,000 Proses/Base Camp 48 Vibrating Rammer 20,400,000 Lokasi Pekerjaan 49 Truk Mixer 765,000,000 Base Camp 50 Bore Pile Machine Dia 60 1,193,400,000 Borrow Pit/quarry 51 Crane On Track 75 - 100Ton 1,989,000,000 Quarry 52 Blending Equipment 510,000,000 Base Camp 53 Asphalt Liquid Mixer (kap 20000) 153,000,000 Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Pertamina Pertamina Pertamina Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Base Camp Base Camp Base Camp Tidak tersedia Lokasi Pekerjaan Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan 105000 Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Hasil Proses Base Camp Base Camp Base Camp Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Pelabuhan terdekat

Lokasi Pekerjaan Pelabuhan terdekat Lokasi Pekerjaan Pelabuhan terdekat Base Camp Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Lokasi Pekerjaan Lokasi Pekerjaan

Base Camp Base Camp Base Camp Base Camp

Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan

Base CampBase CampBase Camp

HARGA PEROLEHAN ALAT 2%

Harga Harga Sumber contoh Data Keterangan

4,590,000,000 4,500,000,000 2,295,000,000 2,250,000,000

423,300,000 415,000,000 1,785,000,000 1,750,000,000

178,500,000 175,000,000 81,600,000 80,000,000

1,377,000,000 1,350,000,000 244,800,000 240,000,000 357,000,000 350,000,000

1,428,000,000 1,400,000,000 306,000,000 300,000,000 510,000,000 500,000,000

1,785,000,000 1,750,000,000 1,020,000,000 1,000,000,000 1,122,000,000 1,100,000,000 1,326,000,000 1,300,000,000

969,000,000 950,000,000 1,020,000,000 1,000,000,000 1,377,000,000 1,350,000,000

51,000,000 50,000,000 1,275,000,000 1,250,000,000

7,650,000 7,500,000 357,000,000 350,000,000 280,500,000 275,000,000

25,500,000 25,000,000 35,700,000 35,000,000

484,500,000 475,000,000 306,000,000 300,000,000 867,000,000 850,000,000 510,000,000 500,000,000

1,581,000,000 1,550,000,000 132,600,000 130,000,000

2,295,000,000 2,250,000,000

30,600,000 30,000,000

459,000,000 450,000,000 918,000,000 900,000,000

5,043,900,000 4,945,000,000 19,890,000,000 19,500,000,000 29,835,000,000 29,250,000,000

402,900,000 395,000,000 402,900,000 395,000,000

1,363,885,714 1,337,142,857

1,020,000,000 1,000,000,000 918,000,000 900,000,000 510,000,000 500,000,000 510,000,000 500,000,000

35,700,000 35,000,000 20,400,000 20,000,000

765,000,000 750,000,000 1,193,400,000 1,170,000,000 1,989,000,000 1,950,000,000

510,000,000 500,000,000 153,000,000 150,000,000

4011410310248181960

1202497149680

10510499622789

10723231

534

9869707172737441425261

110109293128

1174320261516

10139

ANALISA HARGA DASAR SATUAN BAHAN

Jenis : M1c- Pasir BetonLokasi : QuarryTujuan: Lokasi Pekerjaan

Lanjutan HARGA

No. URAIAN KODE KOEF. SATUAN SATUAN(Rp.)

Kapasitas Produksi / Jam =V x Fa x 60 Q2 2.22 M3 / Jam

Ts2 x Bil

Biaya Dump Truck / M3 = (1 : Q2) x RpE08 Rp2 209,625.80 Rupiah

IV. HARGA SATUAN DASAR BAHANDI LOKASI PEKERJAAN

Harga Satuan Dasar pasir urug =

( RpM44 + Rp1 + Rp2 ) M44 296,514.14 Rupiah

Dibulatkan : M44 296,500.00 Rupiah

DAFTARHARGA DASAR SATUAN UPAH

BAGIAN PROYEK : PEMBANGUNAN JALAN BARU LOA BAHUPEKERJAAN : PEMBANGUNAN JALAN BARU LOA BAHUKOTA : SAMARINDA

No. U R A I A N KODE SATUAN KET.

1 Pekerja L01 Jam 9,000.00 2 Tukang Batu L02 Jam 11,550.00 3 Mandor L03 Jam 16,500.00 4 Oprator L04 Jam 14,950.00 5 Pembantu Oprator L05 Jam 11,530.00 6 Sopir L06 Jam 12,100.00 7 Pembantu Sopir L07 Jam 10,450.00 8 Mekanik L08 Jam 19,800.00 9 Pembantu Mekanik L09 Jam 10,780.00 10 Kepala tukang L10 Jam 15,400.00


PT. HEQ JAYA


HARGA SATUAN (Rp./jam)

HEQ JAYA


BAGIAN PROYEK : PEMBANGUNAN JALAN BARU LOA BAHU

PEKERJAAN : PEMBANGUNAN JALAN BARU LOA BAHU

KOTA : SAMARINDA

No. U R A I A N KODE SATUAN

1 Pasir Pasang M01 m3 139,500.00 2 Pasir Cor M01 m3 296,500.00 3 Batu Gunung M02 m3 272,600.00 4 Agregat Kasar utk Pondasi Kelas A, B M03 m3 369,936.32 6 Agregat Halus utk Pondasi Kelas A M04 m3 410,110.35 7 Agregat Halus utk Pondasi Kelas B M04 m3 363,644.57 8 Bahan Agregat Base Kelas C M28 m3 334,698.69 9 Filler M05 kg 630.00 10 Material Tanah Timbunan Biasa M08 m3 36,750.00 11 Aspal Cement M10 kg 10,700.00 12 Kerosen M11 ltr 9,450.00 13 Semen ( kg ) M12 kg 1,862.50

Semen ( 40 kg ) M13 zak 74,500.00 14 Bensin M20 ltr 7,875.00 15 Solar M21 ltr 8,925.00 16 Minyak Pelumas / Oli M22 ltr 31,500.00 17 Sirtu M16 m3 202,500.00

HARGA SATUAN (Rp.)


KET.

Base Camp Harga satuan sudah dihitung

Base Camp dari perhitungan MOS

Base Camp Base Camp Base Camp Base Camp Base Camp Proses/Base Camp Borrow Pit/quarry Base Camp Base Camp Base Camp Base Camp Pertamina Pertamina Pertamina Lokasi Pekerjaan

Formulir Penentuan Harga Bahan

Bahan : Semen

No Uraian Kegiatan Biaya Jumlah KombinasiRp/satuan Jumlah (Rp) (Rp)

1 Harga di Pelabuhan Rp/ton 65,000.00 65,000.00

2 Handling - - -

3 Transport ke proyek Rp/ton - -

4 Pembongkaran, gudang Rp/ton 1,500.00 1,500.00

5 Waste 5% Rp/ton 2,500.00 2,500.00

subtotal Rp/ton 69,000.00

6 Keuntungan & Overhead Rp/ton 3,450.005 % (hanya utk pekerjaanharian)

total jumlah Rp/ton 72,450.00Rp/zak 3,622.50

7 Harga Netto Rp/zak 70,875.008 Harga setelah ditambah Rp/zak 74,500.00

Bahan : Aspal

No Uraian Kegiatan Biaya Jumlah KombinasiRp/satuan Jumlah (Rp) (Rp)

1 Harga di pelabuhan Rp/ton 214,700.00 214,700.00dari Jakarta

2 Handling Rp/ton 1,500.00 1,500.00

3 Transport ke proyek Rp/ton 3,360.00 3,360.00

4 Pembongkaran, gudang Rp/ton 1,500.00 1,500.00

5 Waste 2% Rp/ton 4,300.00 4,300.00

subtotal Rp/ton 225,360.00

6 Keuntungan & Overhead Rp/ton 11,268.005 % (hanya utk pekerjaanharian)

total jumlah Rp/ton 236,628.00Rp/kg 236.63

7 Harga Netto Rp/kg 10,500.008 Harga setelah ditambah Rp/kg 10,700.00

ANALISA BIAYA SEWA PERALATAN PER JAM KERJA

NOM

OR

JENIS PERALATAN

DAYA KAPASITAS HARGA

BIAYA PASTI PER JAM BIAYA OPERASI PER JAM KERJA

BAHAN BAKAR & PELUMAS WORKSHOP SPAREPART UPAH

BIAYA KOEF BIAYA KOEF BIAYA

(HP) - (Thn) (jam) (Rp.) (Rp.) - (Rp.) (Rp.) (Rp.) Lt/Hp/Jam Lt/Hp/Jam (Rp.) - (Rp.) - (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)

f1 x HP x 1 Orang 1 Orang

i(1+i)^A (B - C) x D 0.002 x B 0.125 0.01 Harga BBM 0.125 (g1 x B') 0.125 (g1 x B') Per Per

(10% x B) --------------- ---------------- --------------- (e1 + e2) s / d s / d + s / d ------------- s / d ------------- Jam Kerja Jam Kerja F+G+H+I E + J

(1+i)^A-1 W W 0.175 0.02 f2 x HP x 0.175 W 0.175 W = =

Harga Olie Rp14,950.0 Rp11,530.0

HP Cp A W B C D e1 e2 E f1 f2 F g1 G g1 G H I J K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

1 ASPHALT MIXING PLANT E01 294.0 60.0 T/Jam 10 1,500.0 4,590,000,000 459000000 0.199 548,740.18 6120 554,860.18 0.1250 0.0100 420603.75 0.1250 382,500.00 0.1250 382,500.00 14950.00 11530.00 1212083.75 1766943.93

2 ASPHALT FINISHER E02 72.4 10.0 Ton 6 1,400.0 2,295,000,000 229500000 0.264 389,843.81 3278.57142857 393,122.38 0.1250 0.0100 103577.25 0.1250 204,910.71 0.1250 204,910.71 14950.00 11530.00 539878.68 933001.06

3 ASPHALT SPRAYER E03 4.0 850.0 Liter 5 2,000.0 423,300,000 42330000 0.298 56,824.64 423.3 57,247.94 0.1250 0.0100 5722.50 0.1250 26,456.25 0.1250 26,456.25 14950.00 11530.00 85115.00 142362.94

4 BULLDOZER 100-150 HP E04 155.0 - - 5 2,000.0 1,785,000,000 178500000 0.298 239,621.97 1785 241,406.97 0.1250 0.0100 221746.88 0.1250 111,562.50 0.1250 111,562.50 14950.00 11530.00 471351.88 712758.84

5 COMPRESSOR 4000-6500 L\M E05 60.0 5,000.0 L/M 5 2,000.0 178,500,000 17850000 0.298 23,962.20 178.5 24,140.70 0.1250 0.0100 85837.50 0.1250 11,156.25 0.1250 11,156.25 14950.00 11530.00 134630.00 158770.70

6 CONCRETE MIXER 0.3-0.6 M3 E06 20.0 500.0 Liter 2 1,500.0 81,600,000 8160000 0.615 30,116.09 108.8 30,224.89 0.1250 0.0100 28612.50 0.1250 6,800.00 0.1250 6,800.00 14950.00 11530.00 68692.50 98917.39

7 CRANE 10-15 TON E07 138.0 15.0 Ton 5 2,000.0 1,377,000,000 137700000 0.298 184,851.23 1377 186,228.23 0.1250 0.0100 197426.25 0.1250 86,062.50 0.1250 86,062.50 14950.00 11530.00 396031.25 582259.48

8 DUMP TRUCK 3-4 TON E08 100.0 3.5 Ton 5 2,000.0 244,800,000 24480000 0.298 32,862.44 244.8 33,107.24 0.1250 0.0100 143062.50 0.1250 15,300.00 0.1250 15,300.00 14950.00 11530.00 200142.50 233249.74

9 DUMP TRUCK 10 TON E09 190.0 10.0 Ton 5 2,000.0 357,000,000 35700000 0.298 47,924.39 357 48,281.39 0.1250 0.0100 271818.75 0.1250 22,312.50 0.1250 22,312.50 14950.00 11530.00 342923.75 391205.14

10 EXCAVATOR 80-140 HP E10 133.0 0.9 M3 5 2,000.0 1,428,000,000 142800000 0.298 191,697.57 1428 193,125.57 0.1250 0.0100 190273.13 0.1250 89,250.00 0.1250 89,250.00 14950.00 11530.00 395253.13 588378.70

11 FLAT BED TRUCK 3-4 M3 E11 190.0 10.0 ton 5 2,000.0 306,000,000 30600000 0.298 41,078.05 306 41,384.05 0.1250 0.0100 271818.75 0.1250 19,125.00 0.1250 19,125.00 14950.00 11530.00 336548.75 377932.80

12 GENERATOR SET E12 180.0 135.0 KVA 5 2,000.0 510,000,000 51000000 0.298 68,463.42 510 68,973.42 0.1250 0.0100 257512.50 0.1250 31,875.00 0.1250 31,875.00 14950.00 11530.00 347742.50 416715.92

13 MOTOR GRADER >100 HP E13 135.0 10,800.0 10,800.0 5 2,000.0 1,785,000,000 178500000 0.298 239,621.97 1785 241,406.97 0.1250 0.0100 193134.38 0.1250 111,562.50 0.1250 111,562.50 14950.00 11530.00 442739.38 684146.34

14 TRACK LOADER 75-100 HP E14 70.0 0.8 M3 5 2,000.0 1,020,000,000 102000000 0.298 136,926.84 1020 137,946.84 0.1250 0.0100 100143.75 0.1250 63,750.00 0.1250 63,750.00 14950.00 11530.00 254123.75 392070.59

15 WHEEL LOADER 1.0-1.6 M3 E15 96.0 1.5 M3 5 2,000.0 1,122,000,000 112200000 0.298 150,619.52 1122 151,741.52 0.1250 0.0100 137340.00 0.1250 70,125.00 0.1250 70,125.00 14950.00 11530.00 304070.00 455811.52

16 THREE WHEEL ROLLER 6-8 T E16 55.0 8.0 Ton 5 2,000.0 1,326,000,000 132600000 0.298 178,004.89 1326 179,330.89 0.1250 0.0100 78684.38 0.1250 82,875.00 0.1250 82,875.00 14950.00 11530.00 270914.38 450245.27

17 TANDEM ROLLER 6-8 T. E17 82.0 7.1 Ton 5 2,000.0 969,000,000 96900000 0.298 130,080.50 969 131,049.50 0.1250 0.0100 117311.25 0.1250 60,562.50 0.1250 60,562.50 14950.00 11530.00 264916.25 395965.75

18 TIRE ROLLER 8-10 T. E18 100.5 9.0 Ton 5 2,000.0 1,020,000,000 102000000 0.298 136,926.84 1020 137,946.84 0.1250 0.0100 143777.81 0.1250 63,750.00 0.1250 63,750.00 14950.00 11530.00 297757.81 435704.65

19 VIBRATORY ROLLER 5-8 T. E19 82.0 7.1 Ton 5 2,000.0 1,377,000,000 137700000 0.298 184,851.23 1377 186,228.23 0.1250 0.0100 117311.25 0.1250 86,062.50 0.1250 86,062.50 14950.00 11530.00 315916.25 502144.48

20 CONCRETE VIBRATOR E20 5.5 25 - 4 1,000.0 51,000,000 5100000 0.350 16,077.18 102 16,179.18 0.1250 0.0100 7868.44 0.1250 6,375.00 0.1250 6,375.00 14950.00 11530.00 47098.44 63277.62

23 WATER TANKER 3000-4500 L. E23 125.0 50.0 50.0 5 2,000.0 357,000,000 35700000 0.298 47,924.39 357 48,281.39 0.1250 0.0100 178828.13 0.1250 22,312.50 0.1250 22,312.50 14950.00 11530.00 249933.13 298214.52

24 PEDESTRIAN ROLLER E24 8.8 1.0 Ton 3 2,000.0 280,500,000 28050000 0.438 55,283.64 280.5 55,564.14 0.1250 0.0100 12589.50 0.1250 17,531.25 0.1250 17,531.25 14950.00 11530.00 74132.00 129696.14

25 TAMPER E25 4.7 121.0 Ton 4 1,000.0 25,500,000 2550000 0.350 8,038.59 51 8,089.59 0.1250 0.0100 6723.94 0.1250 3,187.50 0.1250 3,187.50 14950.00 11530.00 39578.94 47668.53

26 JACK HAMMER E26 0.0 1330 1330 5 2,000.0 35,700,000 3570000 0.298 4,792.44 35.7 4,828.14 0.1250 0.0100 0.00 0.1250 2,231.25 0.1250 2,231.25 14950.00 11530.00 30942.50 35770.64

27 FULVI MIXER E27 345.0 2,005.0 2,005.0 4 1,000.0 900,000,000 90000000 0.350 283,714.93 1800 285,514.93 0.1250 0.0100 493565.63 0.1250 112,500.00 0.1250 112,500.00 14950.00 11530.00 745045.63 1030560.56

28 CONCRETE PUMP E28 100.0 8.0 M3 6 2,000.0 306,000,000 30600000 0.264 36,385.42 306 36,691.42 0.1250 0.0100 143062.50 0.1250 19,125.00 0.1250 19,125.00 14950.00 11530.00 207792.50 244483.92

29 TRAILER 20 TON E29 175.0 20.0 Ton 6 2,000.0 867,000,000 86700000 0.264 103,092.03 867 103,959.03 0.1250 0.0100 250359.38 0.1250 54,187.50 0.1250 54,187.50 14950.00 11530.00 385214.38 489173.40

30 PILE DRIVER + HAMMER E30 25.0 20.0 Ton 5 2,000.0 510,000,000 51000000 0.298 68,463.42 510 68,973.42 0.1250 0.0100 35765.63 0.1250 31,875.00 0.1250 31,875.00 14950.00 11530.00 125995.63 194969.04

31 CRANE ON TRACK 35 TON E31 125.0 35.0 Ton 6 2,000.0 1,581,000,000 158100000 0.264 187,991.35 1581 189,572.35 0.1250 0.0100 178828.13 0.1250 98,812.50 0.1250 98,812.50 14950.00 11530.00 402933.13 592505.47

32 WELDING SET E32 40.0 250.0 Amp 5 2,000.0 132,600,000 13260000 0.298 17,800.49 132.6 17,933.09 0.1250 0.0100 57225.00 0.1250 8,287.50 0.1250 8,287.50 14950.00 11530.00 100280.00 118213.09

33 BORE PILE MACHINE E33 150.0 2,000.0 Meter 6 2,000.0 2,295,000,000 229500000 0.264 272,890.67 2295 275,185.67 0.1250 0.0100 214593.75 0.1250 143,437.50 0.1250 143,437.50 14950.00 11530.00 527948.75 803134.42

34 ASPHALT LIQUID MIXER E34 5.0 1,000.0 Liter 4 2,000.0 30,600,000 3060000 0.350 4,823.15 30.6 4,853.75 0.1250 0.0100 7153.13 0.1250 1,912.50 0.1250 1,912.50 14950.00 11530.00 37458.13 42311.88

KETERANGAN :

1 Tingkat Suku Bunga = 15.00 %

2 Upah Operator / Sopir / Mekanik = 14,950.00 Rupiah / hari

3 Upah Pembantu Operator/Sopir/Mekanik = 11,530.00 Rupiah / hari

4 Harga Bahan Bakar Bensin = 7,875.00 Liter

5 Harga Bahan Bakar Solar = 8,925.00 Liter

6 Minyak Pelumas = 31,500.00 Liter

7 Pajak Pertambahan Nilai (PPN) diperhitungkan pada Lembar Rekapitulasi Biaya Pekerjaan

8 Khusus AMP, biaya bahan bakar ditambah (untuk pemanasan material) sebesar : 12 Liter x (Kapasitas AMP Riil = 0.7 x Kapasitas AMP/Jam) x Harga BBM Solar , (kolom 16)

KODE ALAT

UMUR ALAT

JAM OPERASI 1

TAHUN

NILAI SISA

ALAT

FAKTOR PNGMBLN

MODAL

SEWA ALAT PER

JAMBIAYA

PENGEM- BALIAN MODAL

ASU- RANSI

DLLTOTAL BIAYA

PASTI/JAM

TOTAL BIAYA OPERASI

/ JAMBAHAN

BAKARMINYAK PELUMAS

OPERATOR SOPIR

ASS. OPERATOR SOPIR

ANALISA BIAYA SEWA PERALATAN PER JAM KERJA (I)

TENAGA KAPASITAS HARGA ALAT YANG DIPAKAI NILAI FAKTOR BIAYA PASTI PER JAM BIAYA OPERASI PER JAM KERJA TOTAL

ALAT ALAT ALAT JAM SISA PENGEM- BIAYA ASURANSI TOTAL BAHAN BAKAR & PELUMAS WORKSHOPPERBAIKAN dan PERAWATAN UPAH TOTAL BIAYA

UMUR KERJA HARGA ALAT BALIAN PENGEM- DAN BIAYA BAHAN MINYAK OPERATOR PEMBANTU BIAYA SEWA ALAT

ALAT 1 TAHUN ALAT MODAL BALIAN LAIN-LAIN PASTI / JAM BAKAR PELUMAS BIAYA KOEF. BIAYA KOEF. BIAYA / SOPIR OPERATOR OPERASI PER

MODAL / SOPIR / JAM JAM KERJA

(HP) - (Tahun) (Tahun) (Jam) (Rp.) (Rp.) - (Rp.) (Rp.) (Rp.) % % (Rp.) - (Rp.) - (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)

No. JENIS PERALATAN KODE f1 x HP x 1 Orang 1 Orang

ALAT i(1+i)^A (B - C) x D 0.002 x B 12 2.5 Harga BBM 0.0625 (g1 x B') 0.125 (g1 x B') Per Per

(10% X B) ----------- ----------- ----------- (e1 + e2) s / d s / d + s / d ----- s / d ----------- Jam Kerja Jam Kerja F+G+H+I E + J

(1+i)^A-1 W W 15 3 f2 x HP x 0.0875 W 0.175 W = =

Harga Olie Rp14,950.0 Rp11,530.0

HP Cp B A W B C D e1 e2 E f1 f2 F g1 G g1 G H I J K

1 2 2a 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 17 18 19 20 21 22

1. ASPHALT MIXING PLANT E01 294.0 60.0 T/Jam 4,590,000,000 10.0 1,500.0 4,590,000,000 459,000,000 0.19925 548,740.18 6,120.00 554,860.18 0.1500 0.0300 5,169,622.50 0.0875 267,750 0.1750 535,500.00 14,950.00 34,590.00 6,290,162.50 6,845,022.68

2. ASPHALT FINISHER E02 72.4 10.0 Ton 2,295,000,000 6.0 1,400.0 2,295,000,000 229,500,000 0.26424 389,843.81 3,278.57 393,122.38 0.1500 0.0300 165,343.50 0.0625 102,455.36 0.1750 286,875.00 14,950.00 11,530.00 581,153.86 974,276.24

3. ASPHALT SPRAYER E03 4.0 850.0 Liter 423,300,000 5.0 2,000.0 423,300,000 42,330,000 0.29832 56,824.64 423.30 57,247.94 0.1200 0.0250 7,434.00 0.0875 18,519.38 0.1250 26,456.25 14,950.00 11,530.00 86,475.88 143,723.81

4. BULLDOZER 100-150 HP E04 155.0 - - 1,785,000,000 5.0 2,000.0 1,785,000,000 178,500,000 0.29832 239,621.97 1,785.00 241,406.97 0.1200 0.0250 288,067.50 0.0875 78,093.75 0.1250 111,562.50 14,950.00 11,530.00 504,203.75 745,610.72

5. COMPRESSOR 4000-6500 L\M E05 60.0 5,000.0 178,500,000 5.0 2,000.0 178,500,000 17,850,000 0.29832 23,962.20 178.50 24,140.70 0.1200 0.0250 111,510.00 0.0875 7,809.37 0.1250 11,156.25 14,950.00 11,530.00 156,955.63 181,096.32

6. CONCRETE MIXER 0.3-0.6 M3 E06 20.0 500.0 Liter 81,600,000 2.0 1,500.0 81,600,000 8,160,000 0.61512 30,116.09 108.80 30,224.89 0.1500 0.0300 45,675.00 0.0875 4,760.00 0.1750 9,520.00 14,950.00 11,530.00 86,435.00 116,659.89

7. CRANE 10-15 TON E07 138.0 15.0 Ton 1,377,000,000 5.0 2,000.0 1,377,000,000 137,700,000 0.29832 184,851.23 1,377.00 186,228.23 0.1200 0.0250 256,473.00 0.0875 60,243.75 0.1250 86,062.50 14,950.00 11,530.00 429,259.25 615,487.48

8. DUMP TRUCK 3.5 TON E08 100.0 3.5 Ton 244,800,000 5.0 2,000.0 244,800,000 24,480,000 0.29832 32,862.44 244.80 33,107.24 0.1200 0.0250 185,850.00 0.0875 10,710.00 0.1250 15,300.00 14,950.00 11,530.00 238,340.00 271,447.24

9. DUMP TRUCK 10 TON E09 190.0 10.0 Ton 357,000,000 5.0 2,000.0 357,000,000 35,700,000 0.29832 47,924.39 357.00 48,281.39 0.1200 0.0250 353,115.00 0.0875 15,618.75 0.1250 22,312.50 14,950.00 11,530.00 417,526.25 465,807.64

10. EXCAVATOR 80-140 HP E10 133.0 0.9 M3 1,428,000,000 5.0 2,000.0 1,428,000,000 142,800,000 0.29832 191,697.57 1,428.00 193,125.57 0.1200 0.0250 247,180.50 0.0875 62,475.00 0.1250 89,250.00 14,950.00 11,530.00 425,385.50 618,511.07

11. FLAT BED TRUCK 3-4 M3 E11 190.0 10.0 ton 306,000,000 5.0 2,000.0 306,000,000 30,600,000 0.29832 41,078.05 306.00 41,384.05 0.1200 0.0250 353,115.00 0.0875 13,387.50 0.1250 19,125.00 14,950.00 11,530.00 412,107.50 453,491.55

12. GENERATOR SET E12 180.0 135.0 KVA 510,000,000 5.0 2,000.0 510,000,000 51,000,000 0.29832 68,463.42 510.00 68,973.42 0.1200 0.0250 334,530.00 0.0875 22,312.50 0.1250 31,875.00 14,950.00 11,530.00 415,197.50 484,170.92

13. MOTOR GRADER >100 HP E13 135.0 10,800.0 1,785,000,000 5.0 2,000.0 1,785,000,000 178,500,000 0.29832 239,621.97 1,785.00 241,406.97 0.1200 0.0250 250,897.50 0.0875 78,093.75 0.1250 111,562.50 14,950.00 11,530.00 467,033.75 708,440.72

14. TRACK LOADER 75-100 HP E14 70.0 0.8 M3 1,020,000,000 5.0 2,000.0 1,020,000,000 102,000,000 0.29832 136,926.84 1,020.00 137,946.84 0.1200 0.0250 130,095.00 0.0875 44,625.00 0.1250 63,750.00 14,950.00 11,530.00 264,950.00 402,896.84

15. WHEEL LOADER 1.0-1.6 M3 E15 96.0 1.5 M3 1,122,000,000 5.0 2,000.0 1,122,000,000 112,200,000 0.29832 150,619.52 1,122.00 151,741.52 0.1200 0.0250 178,416.00 0.0875 49,087.50 0.1250 70,125.00 14,950.00 11,530.00 324,108.50 475,850.02

16. THREE WHEEL ROLLER 6-8 T E16 55.0 8.0 Ton 1,326,000,000 5.0 2,000.0 1,326,000,000 132,600,000 0.29832 178,004.89 1,326.00 179,330.89 0.1200 0.0250 102,217.50 0.0875 58,012.50 0.1250 82,875.00 14,950.00 11,530.00 269,585.00 448,915.89

17. TANDEM ROLLER 6-8 T. E17 82.0 8.1 Ton 969,000,000 5.0 2,000.0 969,000,000 96,900,000 0.29832 130,080.50 969.00 131,049.50 0.1200 0.0250 152,397.00 0.0875 42,393.75 0.1250 60,562.50 14,950.00 11,530.00 281,833.25 412,882.75

18. TIRE ROLLER 8-10 T. E18 100.5 9.0 Ton 1,020,000,000 5.0 2,000.0 1,020,000,000 102,000,000 0.29832 136,926.84 1,020.00 137,946.84 0.1200 0.0250 186,779.25 0.0875 44,625.00 0.1250 63,750.00 14,950.00 11,530.00 321,634.25 459,581.09

19. VIBRATORY ROLLER 5-8 T. E19 82.0 7.1 Ton 1,377,000,000 5.0 2,000.0 1,377,000,000 137,700,000 0.29832 184,851.23 1,377.00 186,228.23 0.1200 0.0250 152,397.00 0.0875 60,243.75 0.1250 86,062.50 14,950.00 11,530.00 325,183.25 511,411.48

20. CONCRETE VIBRATOR E20 5.5 25.0 51,000,000 4.0 1,000.0 51,000,000 5,100,000 0.35027 16,077.18 102.00 16,179.18 0.1500 0.0300 12,560.63 0.0625 3,187.50 0.1750 8,925.00 14,950.00 11,530.00 51,153.13 67,332.30

21. STONE CRUSHER E21 220.0 50.0 T/Jam 1,275,000,000 5.0 2,000.0 1,275,000,000 127,500,000 0.29832 171,158.55 1,275.00 172,433.55 0.1200 0.0250 408,870.00 0.0875 55,781.25 0.1250 79,687.50 14,950.00 23,060.00 582,348.75 754,782.30

22. WATER PUMP 70-100 mm E22 6.0 - - 7,650,000 3.0 2,000.0 7,650,000 765,000 0.43798 1,507.74 7.65 1,515.39 0.1200 0.0250 11,151.00 0.0875 334.69 0.1250 478.13 14,950.00 11,530.00 38,443.81 39,959.20

23. WATER TANKER 3000-4500 L. E23 100.0 4,000.0 Liter 357,000,000 5.0 2,000.0 357,000,000 35,700,000 0.29832 47,924.39 357.00 48,281.39 0.1200 0.0250 185,850.00 0.0875 15,618.75 0.1250 22,312.50 14,950.00 11,530.00 250,261.25 298,542.64

24. PEDESTRIAN ROLLER E24 8.8 835.0 Ton 280,500,000 3.0 2,000.0 280,500,000 28,050,000 0.43798 55,283.64 280.50 55,564.14 0.1200 0.0250 16,354.80 0.0875 12,271.88 0.1250 17,531.25 14,950.00 11,530.00 72,637.93 128,202.07

25. TAMPER E25 4.7 121.0 Ton 25,500,000 4.0 1,000.0 25,500,000 2,550,000 0.35027 8,038.59 51.00 8,089.59 0.1500 0.0300 10,733.63 0.0625 1,593.75 0.1750 4,462.50 14,950.00 11,530.00 43,269.88 51,359.46

26. JACK HAMMER E26 0.0 1,330.0 35,700,000 5.0 2,000.0 35,700,000 3,570,000 0.29832 4,792.44 35.70 4,828.14 0.1200 0.0250 0.00 0.0875 1,561.88 0.1250 2,231.25 14,950.00 11,530.00 30,273.13 35,101.26

27. FULVI MIXER E27 345.0 2,005.0 484,500,000 4.0 1,000.0 484,500,000 48,450,000 0.35027 152,733.21 969.00 153,702.21 0.1500 0.0300 787,893.75 0.0625 30,281.25 0.1750 84,787.50 14,950.00 11,530.00 929,442.50 1,083,144.71

28. CONCRETE PUMP E28 100.0 8.00 M3 306,000,000 6.0 2,000.0 306,000,000 30,600,000 0.26424 36,385.42 306.00 36,691.42 0.1200 0.0250 185,850.00 0.0875 13,387.50 0.1250 19,125.00 14,950.00 11,530.00 244,842.50 281,533.92

29. TRAILER 20 TON E29 175.0 20.00 Ton 867,000,000 6.0 2,000.0 867,000,000 86,700,000 0.26424 103,092.03 867.00 103,959.03 0.1200 0.0250 325,237.50 0.0875 37,931.25 0.1250 54,187.50 14,950.00 11,530.00 443,836.25 547,795.28

30 PILE DRIVER + HAMMER E30 25.0 2.50 Ton 510,000,000 5.0 2,000.0 510,000,000 51,000,000 0.29832 68,463.42 510.00 68,973.42 0.1200 0.0250 46,462.50 0.0875 22,312.50 0.1250 31,875.00 14,950.00 11,530.00 127,130.00 196,103.42

31. CRANE ON TRACK 35 TON E31 125.0 35.00 Ton 1,581,000,000 6.0 2,000.0 1,581,000,000 158,100,000 0.26424 187,991.35 1,581.00 189,572.35 0.1200 0.0250 232,312.50 0.0875 69,168.75 0.1250 98,812.50 14,950.00 11,530.00 426,773.75 616,346.10

32. WELDING SET E32 40.0 250.00 Amp 132,600,000 5.0 2,000.0 132,600,000 13,260,000 0.29832 17,800.49 132.60 17,933.09 0.1200 0.0250 74,340.00 0.0875 5,801.25 0.1250 8,287.50 14,950.00 11,530.00 114,908.75 132,841.84

33. BORE PILE MACHINE E33 150.0 2,000.0 Meter 2,295,000,000 6.0 2,000.0 2,295,000,000 229,500,000 0.26424 272,890.67 2,295.00 275,185.67 0.1200 0.0250 278,775.00 0.0875 100,406.25 0.1250 143,437.50 14,950.00 11,530.00 549,098.75 824,284.42

34. ASPHALT LIQUID MIXER E34 5.0 1,000.0 Liter 30,600,000 4.0 2,000.0 30,600,000 3,060,000 0.35027 4,823.15 30.60 4,853.75 0.1200 0.0250 9,292.50 0.0875 1,338.75 0.1250 1,912.50 14,950.00 11,530.00 39,023.75 43,877.50

KETERANGAN : 1 Tingkat Suku Bunga = 15.00 % per-tahun

2 Upah Operator / Sopir / Mekanik = 14,950 Rupiah per-orang/jam Samarinda, 23 Desember 2009

3 Upah Pembantu Operator/Sopir/Mekanik = 11,530 Rupiah per-orang/jam Penawar

4 Harga Bahan Bakar Bensin = 7,875 Rupiah per-liter PT. DWI SENTOSA

5 Harga Bahan Bakar Solar = 8,925 Rupiah per-liter

6 Minyak Pelumas = 31,500 Rupiah per-liter

7 Pajak Pertambahan Nilai (PPN) diperhitungkan pada Lembar Rekapitulasi Biaya Pekerjaan DEWI ASNAH, SST

8 Khusus AMP, biaya bahan bakar ditambah (untuk pemanasan material) sebesar : 12 Liter x (Kapasitas AMP Riil = 0.7 x Kapasitas AMP/Jam) x Harga BBM Solar , (kolom 16) Direktur Utama

ANALISA BIAYA SEWA PERALATAN PER JAM KERJA (I)

KET.

L

23

Pek. Ringan

Pek. Ringan

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Ringan

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Ringan

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Ringan

Pek. Berat

Pek. Ringan

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

Pek. Berat

DAFTAR BIAYA SEWA PERALATAN PER JAM KERJA

No. URAIAN KO HP KAP.DE

1 ASPHALT MIXING PLANT E01 294.0 60.0 T/Jam

2 ASPHALT FINISHER E02 72.4 10.0 Ton

3 ASPHALT SPRAYER E03 4.0 850.0 Liter

4 BULLDOZER 100-150 HP E04 155.0 - -

5 COMPRESSOR 4000-6500 L\M E05 60.0 5,000.0 M2/jam

6 CONCRETE MIXER 0.3-0.6 M3 E06 20.0 500.0 Liter

7 CRANE 10-15 TON E07 138.0 15.0 Ton

8 DUMP TRUCK 3.5 TON E08 100.0 3.5 Ton

9 DUMP TRUCK 10 TON E09 190.0 10.0 Ton

10 EXCAVATOR 80-140 HP E10 133.0 0.9 M3

11 FLAT BED TRUCK 3-4 M3 E11 190.0 10.0 ton

12 GENERATOR SET E12 180.0 135.0 KVA

13 MOTOR GRADER >100 HP E13 135.0 10,800.0 0.00

14 TRACK LOADER 75-100 HP E14 70.0 0.8 M3

15 WHEEL LOADER 1.0-1.6 M3 E15 96.0 1.5 M3

16 THREE WHEEL ROLLER 6-8 T E16 55.0 8.0 Ton

17 TANDEM ROLLER 6-8 T. E17 82.0 8.1 Ton

18 TIRE ROLLER 8-10 T. E18 100.5 9.0 Ton

19 VIBRATORY ROLLER 5-8 T. E19 82.0 7.1 Ton

20 CONCRETE VIBRATOR E20 5.5 25.0 0.00

21 STONE CRUSHER E21 220.0 50.0 T/Jam

22 WATER PUMP 70-100 mm E22 6.0 - -

23 WATER TANKER 3000-4500 L. E23 100.0 4,000.0 Liter

24 PEDESTRIAN ROLLER E24 8.8 835.00 Ton

25 TAMPER E25 4.7 121.00 Ton

26 JACK HAMMER E26 0.0 1,330.00 0.00

27 FULVI MIXER E27 345.0 2,005.00 0.00

28 CONCRETE PUMP E28 100.0 8.00 M3

29 TRAILER 20 TON E29 175.0 20.00 Ton

30 PILE DRIVER + HAMMER E30 25.0 2.50 Ton

31 CRANE ON TRACK 35 TON E31 125.0 35.0 Ton

32 WELDING SET E32 40.0 250.0 Amp

33 BORE PILE MACHINE E33 150.0 2,000.0 Meter

34 ASPHALT LIQUID MIXER E34 5.0 1,000.0 Liter

35 TRONTON E35 150.0 15.0 Ton

36 COLD MILLING E36 248.0 1,000.0 m

37 ROCK DRILL BREAKER E37 3.0 - -

38 COLD RECYCLER E38 900.0 2.2 M

39 HOT RECYCLER E39 400.0 3.0 M

40 AGGREGAT (CHIP) SPREADER E40 115.0 3.5 M

41 ASPHALT DISTRIBUTOR E41 115.0 4,000.0 Liter

42 SLIP FORM PAVER E42 105.0 2.5 M

43 CONCRETE PAN MIXER E43 134.0 600.0 Liter

44 CONCRETE BREAKER E44 290.0 20.0 m3/jam

45 ASPAHLT TANKER E45 190.0 4,000.0 liter

D51

Batching Plant

46 CEMENT TANKER E46 190.0 4,000.0 liter

47 CONDRETE MIXER (350) E47 20.0 350.0 liter

48 VIBRATING RAMMER E48 4.2 80.0 KG

49 TRUK MIXER (AGITATOR) E49 220.0 5.0 M3

50 BORE PILE MACHINE E50 125.0 60.0 CM

51 CRANE ON TRACK 75-100 TON E51 200.0 75.0 Ton

52 BLENDING EQUIPMENT E52 50.0 30.0 Ton

53 ASPHALT LIQUID MIXER E34a 40.0 20,000.0 Liter

54 HYDROLIK PUMP 120.0 8.0

55 HYDROLIK JACK 30.0

56 HAMMER K.45 130.0

57 HAMMER K.35 130.0

58 TUG BOAT 15.0

59 PONTON 0.0

60 Lauding Set 100.0

0.0

61 MESIN GROUTING 120.0

62 UNCOILER 15.0

63 BORE PILE 150.0 4.0 M

64 DRAILING MACHINE 100.0

65 STRASSING JACK 125.0

66 CONCRETE BATCHING PLANT 150.0 30.0 M3

67 TOWER CRANE 100.0

68 ULTRASONIC TEST 175.0

69 PERALATAN SELAM 0.0

70 UNDERWATER TORCH 0.0

71 AG/AGC1 REF. ELECTRODE 0.0

72 DIGITAL MULTIMATER 0.0

73 AUTOMACT LEVEL 0.0

74 THEODOLITE 0.0

75 PICK UP TRUCK 60.0

76 MESIN MARKA/APPLICATO 5.0

77 MESIN PEMOTONG RUMPUT 3.0

78 GROUD PUMP 110.0

79 LAUCHING SET 100.0

DAFTAR BIAYA SEWA PERALATAN PER JAM KERJA

BIAYA

HARGA SEWA KET.ALAT ALAT/JAM

(di luar PPN)

4,590,000,000 6,845,022.68 Alat baru

2,295,000,000 974,276.24 Alat baru

423,300,000 143,723.81 Alat baru

1,785,000,000 745,610.72 Alat baru

178,500,000 181,096.32 Alat baru

81,600,000 116,659.89 Alat baru

1,377,000,000 615,487.48 Alat baru

244,800,000 271,447.24 Alat baru

357,000,000 465,807.64 Alat baru

1,428,000,000 618,511.07 Alat baru

306,000,000 453,491.55 Alat baru

510,000,000 484,170.92 Alat baru

1,785,000,000 708,440.72 Alat baru

1,020,000,000 402,896.84 Alat baru

1,122,000,000 475,850.02 Alat baru

1,326,000,000 448,915.89 Alat baru

969,000,000 412,882.75 Alat baru

1,020,000,000 459,581.09 Alat baru

1,377,000,000 511,411.48 Alat baru

51,000,000 67,332.30 Alat baru

1,275,000,000 754,782.30 Alat baru

7,650,000 39,959.20 Alat baru

357,000,000 298,542.64 Alat baru

280,500,000 128,202.07 Alat baru

25,500,000 51,359.46 Alat baru

35,700,000 35,101.26 Alat baru

484,500,000 1,083,144.71 Alat baru

306,000,000 281,533.92 Alat baru

867,000,000 547,795.28 Alat baru

510,000,000 196,103.42 Alat baru

1,581,000,000 616,346.10 Alat baru

132,600,000 132,841.84 Alat baru

2,295,000,000 824,284.42 Alat baru

30,600,000 43,877.50 Alat baru

459,000,000 527,913.52 Alat baru

4,945,000,000 1,704,625.93 Alat baru

918,000,000 328,013.29 Alat baru

19,890,000,000 6,525,465.85 Alat baru

29,835,000,000 7,997,853.78 Alat baru

402,900,000 535,675.52 Alat baru

402,900,000 360,564.63 Alat baru

1,363,885,714 553,134.27 Alat baru

1,020,000,000 657,364.76 Alat baru

918,000,000 810,194.65 Alat baru

510,000,000 530,634.87 Alat baru

510,000,000 494,934.87 Alat baru

35,700,000 77,360.67 Alat baru

20,400,000 47,388.42 Alat baru

765,000,000 620,091.38 Alat baru

1,193,400,000 665,057.40 Alat baru

1,989,000,000 878,507.59 Alat baru

510,000,000 283,068.63 Alat baru

150,000,000 140,550.41 Alat baru

385,000,000 364,676.92 Alat baru

495,000,000 229,003.54 Alat baru

715,000,000 466,606.78 Alat baru

605,000,000 438,667.66 Alat baru

750,000,000 267,202.75 Alat baru

2,000,000,000 557,524.00 Alat baru

588,500,000 876,421.55 Alat baru

- - Alat baru

253,000,000 331,149.98 Alat baru

22,000,000 82,296.57 Alat baru

2,475,000,000 949,857.70 Alat baru

533,500,000 465,732.41 Alat baru

423,500,000 462,546.15 Alat baru

1,320,000,000 656,496.94 Alat baru

550,000,000 370,360.60 Alat baru

825,000,000 802,716.31 Alat baru

45,100,000 62,267.82 Alat baru

27,500,000 57,300.87 Alat baru

22,000,000 55,748.69 Alat baru

6,600,000 52,727.69 Alat baru

49,500,000 73,447.71 Alat baru

71,500,000 84,073.36 Alat baru

137,500,000 196,353.29 Alat baru

55,000,000 75,546.60 Alat baru

3,850,000 57,317.17 Alat baru

275,000,000 318,625.30 Alat baru

577,500,000 536,010.29 Alat baru

HARGA SATUAN LUMP SUM UNTUK MOBILISASI

PROGRAM : PEMBANGUNAN JALAN DAN JEMBATAN PROP. KALTIM

KEGIATAN : PEMBANGUNAN JALAN DALAM KOTA SAMARINDA

PAKET :

ITEM PEKERJAAN : 1,2

ITEM PEMBAYARAN NO. : 1,00

JENIS PEKERJAAN : MOBILISASI

SATUAN PEMBAYARAN : Ls

No. U R A I A N SATUAN KUANTITAS

A. SEWA TANAH

1 Sewa Tanah M2 1.00 5,000,000.00 5,000,000.00

B. MOBILISASI PERALATAN

Mobilisasi Peralatan ( Lihat Lampiran ) Ls 1.00 31,250,000.00 31,250,000.00

C. FASILITAS KONTRAKTOR1 Base Camp M2 100.00 - -2 Kantor M2 104.00 - -3 Barak, Bengkel, Gudang M2 100.00 - -4 Ruang Laboratorium M2 96.00 - -5 Peralatan Laboratorium Set 1.00 - -6 Sarana Komunikasi Bh 1.00 5,000,000.00 5,000,000.00 7 Perabotan dan Pelayanan Set 1.00 - -

D. FASILITAS DIREKSI TEKNIS Ls - - -

E. MOBILISASI LAINNYA

1 Papan Nama Proyek Bh 2.00 500,000.00 1,000,000.00 2 As Built Drawing Set 6.00 1,500,000.00 9,000,000.00

F. DEMOBILISASI LS 1.00 15,625,000.00 15,625,000.00

TOTAL BIAYA MOBILISASI 66,875,000.00

Catatan :


PT.HEQ JAYA


HARGA SATUAN

(Rp.)

JUMLAH HARGA

(Rp.)

Jumlah yang tercantum pada masing-masing item mobilisasi di atas sudah termasuk over head dan laba serta seluruh pajak dan bea (kecuali PPn), dan pengeluaran lainnya.

HARGA SATUAN LUMP SUM UNTUK MOBILISASI

PROGRAM : PEMBANGUNAN JALAN DAN JEMBATAN PROP. KALTIM

KEGIATAN : PEMBANGUNAN JALAN DALAM KOTA SAMARINDA

PAKET :

ITEM PEKERJAAN : 1,2

VOLUME PEKERJAAN : 1,00

JENIS PEKERJAAN : MOBILISASI

SATUAN PEMBAYARAN : Ls

No. J E N I S A L A T SATUAN KUANTITAS

B. PERALATAN

1 ASPHALT MIXING PLANT E01 Set 1.00 2 ASPHALT FINISHER E02 Unit 1.00 1,000,000.00 1,000,000.00 3 ASPHALT SPRAYER E03 Unit 1.00 500,000.00 500,000.00 4 BULLDOZER 100 - 150 HP E04 Unit5 COMPRESSOR 4000 - 5000 L/M E05 Unit 1.00 500,000.00 500,000.00 6 CONCRETE MIXER 0.3 - 0.6 M3 E06 Unit 1.00 250,000.00 250,000.00 7 DUMP TRUCK 3 - 4 M3 E08 Unit 8.00 500,000.00 4,000,000.00 8 DUMP TRUCK E09 Unit9 EXCAVATOR 80 - 180 HP E10 Unit 1.00 4,000,000.00 4,000,000.00

10 PLAT BED TRUCK 3 - 4 M3 E11 Unit11 GENERATOR SET E12 Unit 1.00 500,000.00 500,000.00 12 MOTOR GRADER > 100 HP E13 Unit 1.00 4,000,000.00 4,000,000.00 13 WHEEL LOADER 1.0 - 1.6 M3 E15 Unit 1.00 4,000,000.00 4,000,000.00 14 TANDEM ROLLER 6 - 8 T E17 Unit 1.00 4,000,000.00 4,000,000.00 15 PNEUMATIC TIRE ROLLER 8 - 10 T E18 Unit 1.00 4,000,000.00 4,000,000.00 16 VIBRATORY ROLLER 5 - 8 T E19 Unit 1.00 4,000,000.00 4,000,000.00 17 CONCRETE VIBRATOR E20 Unit18 WATER PUMP 70 - 100 mm E22 Unit19 WATER TANKER 3000 - 4500 L E23 Unit 1.00 500,000.00 500,000.00 20 JACK HAMMER E26 Unit21 PICK UP TRUCK 1 T - Unit22 SURVEY EQUIPMENT - Set

TOTAL UNTUK ITEM B PADA LEMBAR 1 31,250,000.00

Catatan :


PT.HEQ JAYA


KODE ALAT

HARGA SATUAN (Rp.)

JUMLAH HARGA (Rp.)

Jumlah yang tercantum pada masing-masing item mobilisasi di atas sudah termasuk over head dan laba serta seluruh pajak dan bea (kecuali PPn), dan pengeluaran lainnya.

ANALISA HARGA SATUAN

PROYEK : PEMBANGUNAN JALAN DAN JEMBATAN PROP. KALTIM

PAKET : PEMBANGUNAN JALAN DALAM KOTA SAMARINDA

NAMA KONTRAK : PEMBANGUNAN JALAN BARU LOA BAHU

PROVINSI : KALIMANTAN TIMUR

ITEM PEMBAYARAN NO. : 6.3 (5) PERKIRAAN KUANTITAS : 455.00JENIS PEKERJAAN : ASPHALT TREATED BASE TOTAL HARGA (Rp) : 74,721,622.03 SATUAN PEMBAYARAN : M3 % THD. BIAYA PROYEK : 0.768

NO. KOMPONEN SATUAN

A. TENAGA1. Pekerja L01 jam 0.0339 9,000.00 304.97 2. Mandor L03 jam 0.0023 16,500.00 37.27

JUMLAH HARGA TENAGA 342.24

B. BAHAN1. Agregat Kasar utk Pondasi Kelas A, B M03 m3 0.0344 369,936.32 12,716.56 2. Agregat Halus utk Pondasi Kelas A M04 m3 0.0241 410,110.35 9,868.28 3. Filler M05 Kg 7.8750 630.00 4,961.25 4. Aspal Cement M10 Kg 8.2688 10,700.00 88,475.63

JUMLAH HARGA BAHAN 116,021.72

C. PERALATAN

1. Wheel loder (E15) jam 0.0019 455,811.52 847.49 2. AMP (E01) jam 0.0023 1,766,943.93 3,991.59 3. Generator set (E12) jam 0.0023 416,715.92 941.38 4. Damp truck (E09) jam 0.0303 391,205.14 11,867.45 5. Asphalt finisher (E02) jam 0.0136 933,001.06 12,646.10 6. Tandem Roller (E17) jam 0.0016 395,965.75 636.09 7. Tire RollerPneumatic Tire Roller (E18) jam 0.0023 435,704.65 999.90 8. Alat bantu Ls 1.0000 1,000.00 1,000.00

JUMLAH HARGA PERALATAN 32,929.99

D. JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN (A + B + C) 149,293.95 E. OVERHEAD & PROFIT 10% x D 14,929.40 F. HARGA SATUAN PEKERJAAN (D + E) 164,223.35 G HARGA SATUAN PEKERJAAN PER M3 (D + E) x 20 3,284,466.90

Note : 1Satuan dapat berdasarkan atas jam operasi untuk Tenaga Kerja dan Peralatan, Volume dan / atau ukuran berat untuk bahan-bahan.

2Kuantitas satuan adalah kuantitas setiap komponen untuk menyelesaikan satu satuan pekerjaan dari nomor mata pembayaran.

3 Biaya satuan untuk peralatan sudah termasuk bahan bakar, bahan habis dipakai dan operator.

4

Penawar

PT. HEQ JAYA

PERKIRAAN KUANTITAS

HARGA SATUAN (Rp.)

JUMLAH HARGA

(Rp.)

Biaya satuan sudah termasuk pengeluaran untuk seluruh pajak yang berkaitan (tetapi tidak termasuk PPN yang dibayar dari Kontrak) dan biaya-biaya lainnya.

METODE PELAKSANAANITEM PEKERJAAN : 6.3 (5) Analisa EI - 635JENIS PEKERJAAN : ASPHALT TREATED BASE (ATB)SATUAN PEMBAYARAN : M3 URAIAN ANALISA HARGA SATUAN

LanjutanNO.

URAIANKODE KOEF. SATUAN KETERANGAN

2.e. ASPHALT FINISHER (E02)Kapasitas produksi V 10.00 ton / JamFaktor efisiensi alat Fa 0.83 - Normal

Kap.Prod. / jam = V x Fa Q5 73.778 M3D1 x t

Koefisien Alat / M3 = 1 : Q5 (E02) 0.0136 Jam

2.f. TANDEM ROLLER (E17) Kecepatan rata-rata alat v 2.50 Km / Jam

Lebar efektif pemadatan b 1.20 MJumlah lintasan n 4.00 lintasanFaktor Efisiensi alat Fa 0.83 - Normal

Kap. Prod./jam = (v x 1000) x b x t x Fa Q6 622.500 M3n x t


2.g. PNEUMATIC TIRE ROLLER (E18)Kecepatan rata-rata v 3.50 KM / JamLebar efektif pemadatan b 1.20 MJumlah lintasan n 8.00 lintasanFaktor Efisiensi alat Fa 0.83 - Baik

Kap.Prod. / jam = (v x 1000) x b x t x Fa Q7 435.750 M3n x t


2.h. ALAT BANTUYang diperlukan : Lump sum- Kereta Dorong 2.00 bh- Sekop 3.00 bh- Garpu 2.00 bh- Rambu 2.00 bh- Tonkat kontrol ketebalan penghamparan 1.00 bh

3 TENAGAProduksi menentukan : ASPHALT MIXING PLANT (AMP) Q2 442.667 M3Produksi ATB / hari = Tk x Q2 Qt 3,098.667 M3Kebutuhan tenaga :

- Pekerja P 15.00 orang- Mandor M 1.00 orang

Koefisien Tenaga / M3 :- Pekerja = (Tk x P) / Qt (L01) 0.0339 Jam- Mandor = (Tk x M) / Qt (L03) 0.0023 Jam

4. HARGA DASAR SATUAN UPAH, BAHAN DAN ALATLihat lampiran.

5. ANALISA HARGA SATUAN PEKERJAANLihat perhitungan dalam FORMULIR STANDAR UNTUKPEREKEMAN ANALISA MASING-MASING HARGASATUAN.Didapat Harga Satuan Pekerjaan :

Rp. 3,284,466.90 / M3

6. WAKTU PELAKSANAAN YANG DIPERLUKANMasa Pelaksanaan : . . . bulan

7. VOLUME PEKERJAAN YANG DIPERLUKAN

Volume pekerjaan : 455.00 M3

.

ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu

Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Pasir Pasang

Satuan : M3 Material : Lokal

No. U R A I A N Rp. / SATUAN

1 Harga Setempat 65,000.00 / M3 65,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 47,000.00 / M3 47,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00

J U M L A H 114,000.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Pasir Cor




J U M L A H 134,000.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Batu Gunung



1 Biaya CIF di Pelabuhan 200,000.00 / M3 200,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 114,000.00 / M3 114,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00

J U M L A H 316,000.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Agregat Kasar utk Pondasi Kelas A, B




J U M L A H 313,000.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Agregat Kasar utk Pondasi Kelas A




J U M L A H 309,000.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Agregat Kasar utk Pondasi Kelas B




J U M L A H 299,000.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Filler

Satuan : Kg Material : Lokal


1 Harga Setempat 3,000.00 / kg 3,000.00 2 Penanganan / perawatan 500.00 / kg 500.00 3 Angkutan ke lapangan 50.00 / kg 50.00 4 Bongkar muat, penyimpanan dll 500.00 / kg 500.00

J U M L A H 4,050.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Material Tanah Timbunan




J U M L A H 91,000.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Aspal Cement



1 Harga Setempat 8,300.00 / kg 8,300.00 2 Penanganan / perawatan 500.00 / kg 500.00 3 Angkutan ke lapangan 700.00 / kg 700.00 4 Bongkar muat, penyimpanan dll 500.00 / kg 500.00

J U M L A H 10,000.00


Samarinda Provinsi : Kalimantan Timur


Material : Kerosen

Satuan : Liter Material : Depot BBM


1 Harga Setempat 11,000.00 / liter 11,000.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00 4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)

J U M L A H 12,500.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Semen



1 Harga Patokan Setempat ( HPS ) 55,000.00 / Zak 55,000.00 2 Penanganan / perawatan 1,000.00 / Zak 1,000.00 3 Angkutan ke lapangan 5,000.00 / Zak 5,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / Zak 1,000.00

J U M L A H 62,000.00

Keterangan : Harga semen / kg = Rp. 62,000.00 / 50 Kg

= Rp. 1,240.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Bensin



1 Harga Setempat 8,310.00 / liter 8,310.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)

4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00

J U M L A H 9,810.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Solar



1 Harga Setempat 8,500.00 / liter 8,500.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00 4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00

J U M L A H 10,000.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Pelumas / Oli

Satuan : Liter Material : Lokal


1 Harga Setempat 30,000.00 / liter 30,000.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00

JUMLAH HARGA

(Rp.)

JUMLAH HARGA

(Rp.)

4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00

J U M L A H 31,500.00


Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Sirtu



1 Harga Setempat 270,000.00 / liter 270,000.00 2 Penanganan / perawatan 1,000.00 / liter 1,000.00 3 Angkutan ke lapangan 106,000.00 / liter 106,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / liter 1,000.00

J U M L A H 378,000.00

JUMLAH HARGA

(Rp.)

JADWAL PELAKSANAAN PEKERJAAN

Program : Pembangunan Jalan dan Jembatan Prop. Kaltim

Kegiatan : Pembangunan Jalan Dalam Kota Samarinda

Lokasi Kegiatan : Jalan Baru Kel. Loa Bahu

Samarinda

Provinsi : Kalimantan Timur


Uraian BobotWaktu PelaksanaanNo. Mata

Pembayaran

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

DIVISI 1. UMUM

1.2 Mobilisasi dan Demobilisasi 0.7564 0.189 0.189 0.378

DIVISI 2. DRAINASE

2.1 Galian untuk Selokan Drainase dan Saluran Air 1.0771 0.269 0.269 0.269 0.269

2.2 Pasangan Batu dengan Mortar 15.1136 1.511 1.511 1.511 1.511 1.511 1.511 1.511 1.511 1.511 1.511

DIVISI 3. PEKERJAAN TANAH

3.1 (1) Galian Biasa 12.9585 1.440 1.440 1.440 1.440 1.440 1.440 1.440 1.440 1.440

3.2 (1) Timbunan Biasa 23.8237 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166

3.3 (3) Penyiapan Badan Jalan 1.4582 0.365 0.365 0.365 0.365

DIVISI 4. PEKERJAAN BAHU JALAN

4.1 Lapis Pondasi Agregat Kelas C 3.6929 0.615 0.615 0.615 0.615 0.615 0.615

DIVISI 5. PEKERJAAN BERBUTIR

5.1 (1) Lapis Pondasi Agregat Kelas A 9.8042 1.401 1.401 1.401 1.401 1.401 1.401 1.401

5.1 (2) Lapis Pondasi Agregat Kelas B 14.3959 1.600 1.600 1.600 1.600 1.600 1.600 1.600 1.600 1.600

DIVISI 6. PERKERASAN ASPAL

6.1 (1) Lapis Resap Pengikat 0.0162 0.008 0.008

6.3 (5) Asphalt Treated Base (ATB) 16.9034 5.634 5.634 5.634

TOTAL 100.00

RENCANA MINGGUAN ( % ) 0.189 1.629 4.239 6.256 9.366 9.366 8.733 8.733 8.733 8.117 5.277 5.277 10.919 7.154 5.634 0.378

FISIK KOMULATIF ( % ) 0.189 1.818 6.057 12.313 21.679 31.046 39.778 48.511 57.244 65.361 70.637 75.914 86.833 93.987 99.622 100.000


PT. HEQ JAYA


JADWAL PELAKSANAAN PEKERJAAN

Ket.

100

50

0

Perkiraan kuantitas ( m3 )

Err:540 0 12.1 0 680.002.2 0 255.00

3.1 (1) 0 1,787.803.2 (1) 0 972.823.3 (3) 0 6,375.00

4.1 0 191.255.1 (1) 0 765.005.1 (2) 0 1,275.006.1 (1) 0 10.206.3 (5) 0 255.00

Pruduksi alat yg menentukan (m3/jam) hari hari minggu

18.68 2.6678571 3.760592 0.5372271.33 0.1897143 0.26742 0.038203

18.68 2.6678571 3.760592 0.53722758.97 8.424812 11.87555 1.696508

311.25 44.464286 62.67653 8.9537928.01 4.0017857 5.640888 0.80584118.68 2.6678571 3.760592 0.53722718.68 2.6678571 3.760592 0.537227

124.50 17.785714 25.07061 3.581516295.11 42.15873 59.42663 8.489519

127.69647 180

JAM HARI MINGGU BULAN36.4123159303882 5.2017594 0.743108 0.173392192.018072289157 27.431153 3.918736 0.91437295.7324964117265 13.676071 1.953724 0.45586916.4958566776358 2.356551 0.33665 0.07855220.4819277108434 2.9259897 0.417999 0.0975336.82730923694779 0.9753299 0.139333 0.03251140.9638554216867 5.8519793 0.835997 0.19506668.2730923694779 9.7532989 1.393328 0.32511

0.0819277108433735 0.011704 0.001672 0.000390.864081325301205 0.1234402 0.017634 0.004115

PERHITUNGAN VOLUMEProgram : Pembangunan JalanKegiatan : Pembangunan Jalan Baru STA 0+000 S/D 0+850 Kel. Loa BahuLokasi Kegiata : Loa Bahu SamarindaProvinsi : Kalimantan TimurTahun Anggara: 2011

No. Uraian Satuan Panjang Lebar Tinggi Volume

1 Drainase- Galian pada saluran drainase

1300 1 1 Kanan : 1,300.00

1300 1 1 Kiri : 1,300.00

m3 TOTAL : 2,600.00- Pasangan batu dengan mortar

13000.6

0.8 Kanan : 780.000.4

13000.6

0.8 Kiri : 780.00 0.4

m3 TOTAL : 1,560.002 Pekerjaan Tanah

- Galian biasa 31,279.16

- Timbunan biasa 22,076.62

- Penyiapan badan jalan 1300 10 13,000.00

m3

m3

m3

m3

m3

m3

m2

7,5 m

850 m

100

100

60

80

40

3 Pekerjaan Bahu Jalan- Lapis Pondasi Agregat Kelas C t = 15cm 1300 1.5 0.15 Kanan : 292.50

1300 1.5 0.15 Kiri : 292.50

m3 TOTAL : 585.004 Perkerasan Berbutir

- Lapis Pondasi Agregat A t = 15 cm 1300 7 0.16 1,456.00

- Lapis Pondasi Agregat B t = 20 cm 1300 8.5 0.2 2,210.00

5 Perkerasan Aspal- Lapis Resap Pengikat 1300 7 0.01 91.00

- ATB t = 5 cm 1300 7 0.05 455.00

m3

m3

m3

m3

m2

m3

7,5 m

850 m

ATB

ATB

C

6 m

850 m

Surface LPA ( LAPIS PERKERASAN ATAS )

STA LEBAR RATA-RATA JARAK TEBAL VOLUMESTA

0+000 7

7 100 0.05 35 0+0000+100 7

7 100 0.05 35 0+1000+200 7

7.423 30 0.05 11.1345 0+2000+230 7.846

7.423 70 0.05 25.9805 0+2300+300 7

7 100 0.05 35 0+3000+400 7

7.5575 100 0.05 37.7875 0+4000+500 8.115

7.5575 50 0.05 18.89375 0+5000+550 7

7 50 0.05 17.5 0+5500+600 7

7 100 0.05 35 0+6000+700 7

7.3525 50 0.05 18.38125 0+7000+750 7.705

7.3525 50 0.05 18.38125 0+7500+800 7

7 100 0.05 35 0+8000+900 7

7.159 70 0.05 25.0565 0+9000+970 7.318

7.159 30 0.05 10.7385 0+9701+000 7

7 100 0.05 35 1+0001+100 7

7 20 0.05 7 1+1001+120 7

7 80 0.05 28 1+1201+200 7

7 100 0.05 35 1+2001+300 7

1+300

463.85JUMLAH (S)

463.85JUMLAH (S)JUMLAH (S)

LPA ( LAPIS PERKERASAN ATAS ) LPB ( LAPIS PERKERASAN BAWAH )

LEBAR RATA-RATA JARAK TEBAL VOLUMESTA LEBAR RATA-RATA

0+000 7

7 77 100 0.16 112 0+100 7

7 77 100 0.16 112 0+200 7

7 7.4237.423 30 0.16 35.6304 0+230 7.846

7.846 7.4237.423 70 0.16 83.1376 0+300 7

7 77 100 0.16 112 0+400 7

7 7.55757.5575 100 0.16 120.92 0+500 8.115

8.115 7.55757.5575 50 0.16 60.46 0+550 7

7 77 50 0.16 56 0+600 7

7 77 100 0.16 112 0+700 7

7 7.35257.3525 50 0.16 58.82 0+750 7.705

7.705 7.35257.3525 50 0.16 58.82 0+800 7

7 77 100 0.16 112 0+900 7

7 7.1597.159 70 0.16 80.1808 0+970 7.318

7.318 7.1597.159 30 0.16 34.3632 1+000 7

7 77 100 0.16 112 1+100 7

7 77 20 0.16 22.4 1+120 7

7 77 80 0.16 89.6 1+200 7

7 77 100 0.16 112 1+300 7

7

JUMLAH (S)

1484JUMLAH (S)

JUMLAH (S)

LPB ( LAPIS PERKERASAN BAWAH ) TABEL PERHITUNGAN PARIT

JARAK TEBAL VOLUMESTA

PANJANG

GALIAN TIMBUNAN KIRI

100 0.2 140 0+000 X X √100

100 0.2 140 0+100 X √ X100

30 0.2 44.538 0+200 X X √30

70 0.2 103.922 0+230 X X √70

100 0.2 140 0+300 √ X X100

100 0.2 151.15 0+400 X X X100

50 0.2 75.575 0+500 X √ X50

50 0.2 70 0+550 X X √50

100 0.2 140 0+600 √ X X100

50 0.2 73.525 0+700 √ X X50

50 0.2 73.525 0+750 √ X X50

100 0.2 140 0+800 X X X100

70 0.2 100.226 0+900 √ X X70

30 0.2 42.954 0+970 √ X X30

100 0.2 140 1+000 X X X100

20 0.2 28 1+100 √ X X20

80 0.2 112 1+120 X X √80

100 0.2 140 1+200 X √ X100

1+300 X X X

1855

PERPOTONGAN

JUMLAH (S)

1855

Jadi , Volume parit dari hasil perhitungan tabel diatas adalah :

568568

JUMLAH (S)JUMLAH (S)

TABEL PERHITUNGAN PARIT

PANJANG DIMENSI VOLUME

KANAN A B C LUAS KIRI KANAN

100 0.6 0.4 0.8 0.4 40 40

100 0.6 0.4 0.8 0.4 40 40

30 0.6 0.4 0.8 0.4 12 12

70 0.6 0.4 0.8 0.4 28 28

100 0.6 0.4 0.8 0.4 40 40

100 0.6 0.4 0.8 0.4 40 40

50 0.6 0.4 0.8 0.4 20 20

50 0.6 0.4 0.8 0.4 20 20

100 0.6 0.4 0.8 0.4 40 40

50 0.6 1.4 0.8 0.8 40 40

50 0.6 0.4 0.8 0.4 20 20

100 0.6 0.4 0.8 0.4 40 40

70 0.6 1.4 0.8 0.8 56 56

30 0.6 0.4 0.8 0.4 12 12

100 0.6 0.4 0.8 0.4 40 40

20 0.6 0.4 0.8 0.4 8 8

80 0.6 0.4 0.8 0.4 32 32

100 0.6 0.4 0.8 0.4 40 40

568 568JUMLAH (S)

m3

m3

rab-aspal riska cantik ohohohohoho

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